unified facilities criteria (ufc) - wbdg€¦ · ufc 4-171-05 1 january 2005 including change 3, 1...
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UFC 4-171-05 1 January 2005
Including Change 3, 1 February 2010
UNIFIED FACILITIES CRITERIA (UFC)
ARMY RESERVE FACILITIES
APPROVED FOR PUBLIC RELEASE; DISTRIBUTION UNLIMITED
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UNIFIED FACILITIES CRITERIA (UFC)
DESIGN GUIDE: ARMY RESERVE FACILITIES Any copyrighted material included in this UFC is identified at its point of use. Use of the copyrighted material apart from this UFC must have the permission of the copyright holder. U.S. ARMY CORPS OF ENGINEERS (Preparing Activity) NAVAL FACILITIES ENGINEERING COMMAND AIR FORCE CIVIL ENGINEER SUPPORT AGENCY Record of Changes (changes are indicated by \1\ ... /1/) Change No. Date Location
1 1 Jan 2005 Multiple criteria and editorial adjustments 2 25 Oct 2006 Multiple criteria adjustments. Multiple unmarked
formatting and editorial adjustments 3 1 Feb 2010 Multiple criteria adjustment. Multiple unmarked
formatting and editorial adjustments. Note: This 1 February 2010 edition of UFC 4-171-05 is the 25 October 2006 edition of UFC 4-171-05 with multiple marked criteria adjustments and unmarked editorial adjustments. Note change marks incorporated in this edition include changes from the 1 January 2005 edition. _____________ This UFC supersedes UFC 4-171-05, Design: Guide For Army Reserve Facilities dated 1 January 2005 and incorporates the above listed changes.
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FOREWORD The Unified Facilities Criteria (UFC) system is prescribed by MIL-STD 3007 and provides planning, design, construction, sustainment, restoration, and modernization criteria, and applies to the Military Departments, the Defense Agencies, and the DoD Field Activities in accordance with USD(AT&L) Memorandum dated 29 May 2002. UFC will be used for all DoD projects and work for other customers where appropriate. UFC are living documents and will be periodically reviewed, updated, and made available to users as part of the Services’ responsibility for providing technical criteria for military construction. Headquarters, U.S. Army Corps of Engineers (HQUSACE), Naval Facilities Engineering Command (NAVFAC), and Air Force Civil Engineer Support Agency (AFCESA) are responsible for administration of the UFC system. Defense agencies should contact the preparing service for document interpretation and improvements. Technical content of UFC is the responsibility of the cognizant DoD working group. Recommended changes with supporting rationale should be sent to the respective service proponent office by the following electronic form: Criteria Change Request (CCR). The form is also accessible from the Internet sites listed below. UFC are effective upon issuance and are distributed only in electronic media from the following source: Whole Building Design Guide (WBDG) web site http://dod.wbdg.org. Hard copies of UFC printed from electronic media should be checked against the current electronic version prior to use to ensure that they are current. AUTHORIZED BY:
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Contents
PageCHAPteR 1 IntRoDUCtIon AnD GeneRAL InFoRMAtIon
1-1 PURPOSEOFTHEDESIGNGUIDE.....................................................11-2 SCOPEOFTHEDESIGNGUIDE..........................................................11-3 ARMYRESERVECADDPLATFORM....................................................21-4 FORMATOFTHEDESIGNGUIDE........................................................31-5 PROJECTPARTICIPANTRESPONSIBILITIES.....................................31-6 PURPOSEOFTHEARMYRESERVE...................................................51-7 QUALITYOFDESIGN............................................................................61-8 PROJECTDELIVERY.............................................................................71-9 PROGRAMSYNOPSIS..........................................................................71-10 USARPROJECTFUNDING.................................................................101-11 CONSTRUCTIONCONTRACTAWARD..............................................11
CHAPteR 2 PLAnnInG GUIDeLInes2-1 INTRODUCTION..................................................................................122-2 DESIGNANDREGULATORYCRITERIAANDTHEIRAPPLICATION122-3 ENVIRONMENTAL...............................................................................142-4 SITESELECTIONANDPLANNING.....................................................152-5 ANTITERRORISM/FORCEPROTECTION(AT/FP).............................202-6 LANDSCAPE........................................................................................212-7 BUILDINGS...........................................................................................222-8 FIREPROTECTION/LIFESAFETY......................................................322-9 INTERIORDESIGN..............................................................................322-10 INFORMATIONTECHNOLOGY...........................................................332-11 SIGNAGE..............................................................................................342-12 ACCESSIBILITY...................................................................................352-13 SECURITY............................................................................................35
CHAPteR 3 GeneRAL DesIGn ConsIDeRAtIons3-1 INTRODUCTION..................................................................................363-2 CIVILANDUTILITIES...........................................................................363-3 LANDSCAPEARCHITECTURE...........................................................473-4 FIREPROTECTION/LIFESAFETY....................................................483-5 ARCHITECTURAL................................................................................503-6 INTERIORDESIGN..............................................................................553-7 STRUCTURAL......................................................................................593-8 MECHANICAL.......................................................................................633-9 PLUMBING...........................................................................................663-10 ELECTRICAL........................................................................................663-11 SPECIFICATIONS................................................................................763-12 COSTESTIMATING.............................................................................783-13 ENERGYCONSERVATION..................................................................793-14 ANTITERRORISMFORCEPROTECTION..........................................803-15 ACCESSIBILITY...................................................................................813-16 ENVIRONMENTAL...............................................................................81
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CHAPteR 4 InDIVIDUAL sPACe CRIteRIA4-1 GENERAL.............................................................................................854-2 TRAININGCENTERBUILDING...........................................................864-2.1 Full-timeOffices....................................................................................864-2.2 UnitExclusiveOffices...........................................................................874-2.3 UnitCommons......................................................................................884-2.4 Recruiting/RetentionOffice...................................................................894-2.5 FamilySupportOffice...........................................................................904-2.6 AdministrativeSupport..........................................................................91
4-2.6.1 Ma�lRoom.........................................................................914-2.6.2 Reproduction.....................................................................92
4-2.7 InformationTechnology(IT)Spaces.....................................................934-2.7.1 ITSpaces-GeneralInformation.......................................934-2.7.2 EntranceFacility(EF).......................................................944-2.7.3 TelecommunicationsEquipmentRoom(TER)..................954-2.7.4 TelecommunicationsRoom(TR).......................................974-2.7.5 ITWorkSpace..................................................................98
4-2.8 Lobby....................................................................................................994-2.9 AssemblyHall.....................................................................................1004-2.10 ChairandTableStorage.....................................................................1024-2.11 Kitchen................................................................................................1034-2.12 ArmsVault...........................................................................................1044-2.13 Armorer’sRoom..................................................................................1074-2.14 Classrooms.........................................................................................1084-2.15 LibraryReadingRoom........................................................................ 1114-2.16 LibraryStorage...................................................................................1124-2.17 LearningCenter..................................................................................1124-2.18 TrainingAidsStorage..........................................................................1134-2.19 COMSECStorage...............................................................................1144-2.20 Unit/IndividualStorage........................................................................1154-2.21 StagingArea.......................................................................................1174-2.22 SupplyOffice.......................................................................................1184-2.23 Janitorial..............................................................................................1194-2.24 FlammableStorage.............................................................................1204-2.25 ControlledWasteStorage...................................................................1204-2.26 FacilityMaintenanceStorage..............................................................1204-2.27 WeaponsSimulator.............................................................................1214-2.28 BandRoom.........................................................................................1234-2.29 MedicalSection...................................................................................1234-2.30 PhysicalExamWing...........................................................................1244-2.31 SecureCompartmentedInformationFacility(SCIF)...........................1244-2.32 SoilsTestingLab.................................................................................1244-2.33 ConferenceRoom...............................................................................1244-2.34 DraftingRoom.....................................................................................1264-2.35 PhysicalReadinessTraining...............................................................127
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4-2.36 ArmyGlobalCommandControlSystem(AGCCS)............................1284-2.37 DistanceLearningCenter...................................................................1294-2.38 MaleandFemaleToiletsandShowers...............................................1304-2.39 AccessibleUnisexToilet.....................................................................1314-2.40 MaleandFemaleLockerRooms........................................................1314-2.41 VendingAlcove...................................................................................1334-2.42 BreakArea..........................................................................................1334-2.43 Mechanical..........................................................................................1344-2.44 Electrical.............................................................................................1354-2.45 Circulation...........................................................................................1364-2.46 Stairs...................................................................................................1374-2.47 SIPRNETCafe....................................................................................1384-2.48 EOC-EmergencyOperationsCenter................................................1414-3 ORGANIZATIONALMAINTENANCESHOP......................................1424-3.1 ShopOffice.........................................................................................1424-3.2 MaleandFemaleToilets.....................................................................1434-3.4 StorageRoom.....................................................................................1444-3.5 SpecialEquipmentAlcove..................................................................1454-3.6 BatteryRoom......................................................................................1464-3.7 FlammableStorage.............................................................................1464-3.8 ControlledWasteStorage...................................................................1474-3.9 Workbays............................................................................................1484-3.10 Mechanical/Electricall.........................................................................1524-3.11 InformationTechnology.......................................................................1534-3.12 Custodial/Janitorial..............................................................................1534-5 AREAMAINTENANCESUPPORTACTIVITY(AMSA)......................1544-5.1 General...............................................................................................1544-5.2 AMSAWorkbays.................................................................................1544-5.3 SmallArmsShopandVault................................................................1554-5.4 Supply.................................................................................................1554-5.5 Electrical/CommunicationsRepair......................................................1564-5.6 Breakroom..........................................................................................1564-5.7 MaleandFemaleLockerRooms........................................................1564-5.8 MaleandFemaleToiletsandShowers...............................................1574-5.9 BatteryRoom......................................................................................1574-6 DIRECTSUPPORT/GENERALSUPPORT(DS/GS).........................1584-7 DEPLOYABLEMEDICALSETS(DEPMEDS)....................................1594-8 WAREHOUSE.....................................................................................159
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APPenDICesAPPENDIXAReferences................................................................................161APPENDIXBAcronymsandMilitaryRankDesignations................................167APPENDIXCOMAR-FundedItems................................................................173APPENDIXDSample1390,1391,AND5034R-FunctionalSpaceDetail.....175APPENDIXEStandardKitchenPlanandEquipmentList...............................199APPENDIXFToiletRoomFixtureCounts.......................................................201APPENDIXGBandRoom...............................................................................205APPENDIXHSecureCompartmentedInformationFacilities(SCIF).............207APPENDIXI PhysicalExamWing.................................................................209APPENDIXJ EquipmentConcentrationSite(ECS)........................................212APPENDIXKRoofSystemsforArmyReserveProjects.................................214APPENDIXL PhysicalReadinessRoomEquipmentMatrix...........................219APPENDIXMSampleProjectsandPhotographyCredits...............................220
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FIGURes
Figure T�tle Page1-1 USARC,FtDodge,Iowa.........................................................................11-2 ProjectGuidance....................................................................................21-3 USARC,CampParks,California............................................................21-4 ARRTCVOQ,Ft.McCoy,Wisconsin......................................................41-5 TotalSystemsDesign.............................................................................61-6 USARC,CampParks,California............................................................71-7 OMS/DS-GS,ArdenHills,Minnesota.....................................................92-1 ProjectDesignDevelopment................................................................122-2 USARC,GreenBay,Wisconsin............................................................132-3 SiteAccess...........................................................................................152-4 TypicalReserveCenterSitePlan.........................................................152-5 TypicalAMSASitePlan........................................................................162-6 TypicalECSSitePlan...........................................................................162-7 LandscapePlanting..............................................................................212-8 ARRTCVOQ,Ft.McCoy,Wisconsin....................................................232-9 FlexibilityforFuture..............................................................................232-10 TrainingCenterAdjacencies.................................................................252-11 USARC,GreenBay,Wisconsin............................................................252-12 LobbyandFull-timeOffice....................................................................262-13 Office/UnitCommonRelationship........................................................262-14 MultipleUnitCommons........................................................................262-15 USARC,Ft.Dodge,Iowa......................................................................272-16 AssemblyHallAdjacencies...................................................................272-17 JanitorialandToilets.............................................................................282-18 ConferenceRoom................................................................................292-19 OMSSchematicDiagram.....................................................................302-20 ShopOfficeViews................................................................................312-21 AMSASchematicDiagram...................................................................312-22 ARRTCVOQ,Ft.McCoy,Wisconsin....................................................332-23 USARC,Ft.Knox,Kentucky.................................................................343-1 ARRTCVOQ,Ft.McCoy,Wisconsin....................................................363-2 ARRTCVOQ,Ft.McCoy,Wisconsin....................................................373-3 USARC,CampParks,California..........................................................413-4 USARC,CampParks,California..........................................................433-5 USARC,Sacramento,California..........................................................473-6 AFRC,Greenville,NorthCarolina........................................................503-7 ARRTCVOQ,Ft.McCoy,Wisconsin....................................................533-8 DuffelBagCageLayout.......................................................................543-9 USARC,CampParks,California..........................................................563-10 USARC,ArdenHills,Minnesota...........................................................623-11 Janitor’sCloset.....................................................................................663-12 USARC,CampParks,California..........................................................693-13 USARC,ArdenHills,Minnesota...........................................................793-14 USARC,ArdenHills,Minnesota...........................................................81
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4-1 SingleOffice.........................................................................................874-2 SharedOffice-A..................................................................................874-3 SharedOffice-B..................................................................................874-4 UnitCommons......................................................................................884-5 UnitCommons......................................................................................884-6 Recruiting/RetentionOffice.................................................................904-7 Ma�lRoom............................................................................................914-8 CopyRoom...........................................................................................934-9 ITWorkSpace......................................................................................984-10 Lobby....................................................................................................994-11 AssemblyHallandKitchen.................................................................1004-12 ChairandTableStorage.....................................................................1024-13 Armorer’sRoomandArmsVault........................................................1054-14 Classroom..........................................................................................1094-15 ClassroomwithOperablePartition.....................................................1104-16 LibraryReadingRoom........................................................................ 1114-17 LibraryStorage...................................................................................1124-18 LearningCenter..................................................................................1124-19 TrainingAidsStorage.........................................................................1134-20 UnitStoragewithSupplyOffice..........................................................1164-21 UnitStoragewithStagingandSupplyOffice......................................1174-22 Janitorial.............................................................................................1194-23 FacilityMaintenanceStorage.............................................................1204-24 WeaponsSimulator............................................................................1214-25 ConferenceRoom..............................................................................1254-26 PhysicalReadinessTrainingRoom....................................................1274-27 AGCCS...............................................................................................1294-28 ShowerRoom.....................................................................................1304-29 UnisexToilet.......................................................................................1314-30 LockerRoom......................................................................................1324-31 VendingAlcove...................................................................................1334-32 BreakArea..........................................................................................1344-33 TypicalSmallSIPRNETCafe.............................................................1394-34 TypicalLargeSIPRNETCafe.............................................................1404-35 ShopOffice.........................................................................................1424-36 UnisexToilet.......................................................................................1434-37 ToolsandPartsStorageRoom..........................................................1444-38 FlammableStorage............................................................................1464-39 ControlledWasteStorage...................................................................1484-40 Workbays............................................................................................1504-41 SmallArmsRepairRoomwithArmsVault..........................................1554-42 Electric/Comm.Repair......................................................................1564-43 BreakArea..........................................................................................1564-44 BatteryRoomandToilet.....................................................................157
FIGURes Continued
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E-1 KitchenEquipmentPlan.....................................................................199G-1 StandardBandRoomPlan.................................................................206I-1 TypicalMedicalSectionPlan..............................................................209J-1 TypicalECSLayout............................................................................212
FIGURes Continued
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CHAPteR 1
IntRoDUCtIon AnD GeneRAL InFoRMAtIon
1-1 PURPose oF tHe DesIGn GUIDe
1-1.1 ThisDesignGuidecontainsdesigncriteriaandgeneralrequirementstobeusedinthedevelopmentofdesignsfornewconstructionandadditions/alterationsofU.S.ArmyReserve(USAR)facilities.ItspurposeistoserveasonemeansfortheUsingServicetoconveyfunctionalandothercriteriaforMilitaryConstructionArmyReserve(MCAR)projectstotheDesignAgencychargedwiththeplanninganddesignofafacility.ThisGuideisalsointendedtoaidintheformulationofprojectdocumentationforinclusioninmilitaryconstructionprograms.
Figure 1-1 USARC, Ft Dodge,
Iowa
1-1.1.1 TheUsingServiceistheAssistantChiefofStaffforInstallationManagement-OperationsDivisionReserve(ACSIM-ODR).AnACSIM-ODRrepresentative,theProjectOfficer,istypicallyassignedtoeachproject.
1-1.1.2 TheUSARInstallationincludestheUSARunit(s)thatwillutilizethefacility(Tenants)andtheUSARRegionalSupportCommand(RSC),whichsupportstheunit(s).\3\/3/
1-1.1.3 TheDesignAgencyistheCorpsofEngineers(COE)orotherengineeringcommand,whichactsasUSAR’sagentforobtainingdesignandconstructionservices.TheDesignAgencymaydevelopprojectdesignsutilizingtheirin-housedesignpersonnel,ormaycontractwithprivate-sectorarchitectureandengineeringfirms(A/Es)toprovidedesignservices.Thein-housepersonnelorprivate-sectorA/Eteamwillbereferredtoas“designer”or“designteam”inthisGuide.
1-1.2 ThisGuideshouldalsobeusedasabenchmarkofacceptablequalityforUSARFullFacilityRestoration(FFR),RealPropertyExchange(RPX),MinorMaintenanceandRepair(MMR)andotherprojects.SeeParagraphbelowforadditionalinformationonsuchprogramsandtheirfunding.
1-1.3 ThisGuideshouldbeconsideredtoprovideguidancerepresentingan80%solution;theinformationshouldapplyatleast80%ofthetime,andaddressatleast80%oftheissues.TheDesignAgencyshouldalwaysobtainUsingServiceapprovalwhendepartingfromtheguidanceherein.
1-2 sCoPe oF tHe DesIGn GUIDe
1-2.1 ThisGuideisapplicabletoallnewconstructionprojectsforArmyReservefacilities,andasageneralguideinthemodernizationorrestorationofexistingfacilities.OnlythemorecommonortypicalfeaturesassociatedwithArmyReservefacilitiesareaddressed.TheGuidedealsprimarilywithtrainingcenterbuildingsandvehiclemaintenanceshops,bothofwhichdirectlysupportatrainingfacilityorgroupoffacilities.
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1-2.2 TheintentoftheGuideistoprovideaportionofthegeneralinformationandguidancerequiredforthesuccessfulpreparationofprojectdesigns.AdditionalinformationandguidancemustbeobtainedfromtheUsingService,theUSARInstallation,theDesignAgency,anddesignerinvestigationsonsuchmattersasprojectscope,localcodesandsiteconstraints.Typicalproject-specificandgeneraldocumentationtobemadeavailabletothedesignersislistedbelow.AdditionallistingsofcriteriaareinAppend�xA.
DesignGuide
ProjectDocuments
CriteriaCodes
UserInput
LocalConditions
Siteand
BuildingConcept
+
1-2.2.1 ProjectDocumentsDDForms1390and1391–project
authorizationdocumentation.DDForm5034R–FunctionalSpaceWorksheet(withnotes).(SampleofFormsinAppend�xD)ProjectScopeofWorkfordesignteam.
1-2.2.2 AdditionalDesignCriteriaUSARDesignProcessandSubmittalRequirements.DesignCriteria,TechnicalManuals,TechnicalLetters,UnifiedFacilitiesCriteria(UFC),andotherdesignguidance.UnifiedFacilityGuide
Specifications(UFGS).\3\
1-3 ARMY ReseRVe CADD PLAtFoRM
1-3.1 TTheArmyReserveCADDplatformisBentley’sMicroStationTriforma.AUSARBuildingInformationModel(BIM)datasethasbeendevelopedutilizingtheTriformaworkspace.TheUSARBIMDatasetisavailableuponrequesttotheLouisville
DistrictArmyReserveSupportTeamtodesignersundercontracttoperformArmyReservedesigns.TheUSARBIMdatasetiscoordinatedandhasrelationshipsbuiltsothatinformationcanbeeasilyextractedintheformofdrawings,details,schedules,quantitytakeoffs,renderings,animations,andotherformatsneededduringthedesignand/orconstructionprocess.TheBIMdatasetprovidesthelevelofqualityexpectedbytheArmyReserve.TheBentleyMicrostationTriFormaplatformwasselectedbytheArmyReserveandLouisvilleDistricttoprovideconsistencyandeaseinupdating,maintaining,andreviewingtheBIMdataset.
1-3.2 AlongwiththeUSARBIMDataset,theArmyReservedevelopedits“USARDesignProcessandSubmittalRequirements”documenttodefineitsdesireddesignprocessandsubmittalstobemadeateachstepofthedesignprocess.AllArmyReserveprojectsshouldfollowthe“USARDesignProcessandSubmittalRequirements”document,unlessotherwisedirectedbytheUsingServiceortheDesignAgency.
Figure 1-2 Project Guidance
Figure 1-2 Project Guidance
Figure 1-3 USARC, Camp
Parks, California
Figure 1-3 USARC, Camp
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1-3.3 ThepreviousArmyReserveCADDplatform,ModularDesignSystem(MDS),wasauniqueMicroStation-basedcomputeraideddesignsoftwareprogramusedtocompleteUSARfacilitydesigns.ThisprogramcontainedthelevelofqualityexpectedbytheArmyReserve.MDShadtheuniquecapabilitytostreamlinethedesignandreviewprocess,offermoreuniformconstructionqualityandproduceareliablecostestimateearlyinthedesignprocess.However,withtherecentmovesindesigntowardsathreedimensionalmodelingapproachandgenerationalchangestoBentley’sMicroStationrequiringupdatestotheMDSprogram,maintainingtheprogramwascostprohibitivetotheArmyReserve,thusMDSwasretired./3/
1-4 FoRMAt oF tHe DesIGn GUIDe
1-4.1 TheDesignGuideformatisintendedtofacilitatethedevelopmentofprojectrequirementsanddesignsbydealingwithmajorcriteriaonbothageneralandspecificlevel.
1-4.2 Chapter1providesgeneralinformationabouttheArmyReserve,anditsfacilitiesprogramandprocess.Chapter2providesinformationandguidanceonoverallplanningofArmyReservesitesandbuildings,withemphasisonsiteandbuildingorganization,functionality,adjacenciesandesthetics.Chapter3containsinformationandguidanceonsystemsandmaterialsapplicabletoallArmyReservefacilities,sitedesign,andthedesignofthevariousbuildings–large-scale,totalbuildingorfacilityissues.Chapter4containsspecificrequirementsforthedesignofeachtypeoftypicalspaceinanArmyReservefacility.AdditionalinformationisincludedintheAppendices.
1-4.3 IllustrationsinthisGuiderepresentpossibleapplicationsofthecriteriaandarenotintendedtobedefinitive.TheDesignAgencyisencouragedtobecreativethroughoutthedesignprocess.Localconditions,codesandspecificprojectrequirementsaremajordesignconsiderationsinthedevelopmentofatotal,integratedfacility.
1-5 PRoJeCt PARtICIPAnt ResPonsIBILItIes
1-5.1 TheUsingService(ACSIM-ODR)isresponsibleforthefollowing:
1-5.1.1 DeterminingfunctionalrequirementsfromUSARcriteria.
1-5.1.2 ApprovingfunctionalrequirementsorTenantrequeststhatextendbeyondthescopeofthisGuide.
1-5.1.3 Preparingandsubmittingprojectdocumentation(DDForms1390and1391andsupportingdata)inaccordancewithArmyRegulation140-483(AR140-483),andprovidinganyupdatesofthesedocumentsastheprojectprogresses.
1-5.1.4 Approvingconceptandlaterdesignstocertifycompliancewithfunctionalrequirements.
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1-5.1.5 Developingadditionalinformation,asrequired,suchastelephoneneeds,specialelectricalrequirementsandequipmentspecifications.
1-5.2 TheDesignAgencyisresponsibleforthefollowing:
1-5.2.1 Preparingadesignthatprovidesforacompleteandusablefacility,includingallequipment,fixturesandfurnishingsexceptthosespecificallydesignatedasGovernment-furnished.
1-5.2.2 IncorporatingthefunctionalrequirementsoftheUsingServiceandUSARInstallationintotheprojectdesign.
1-5.2.3 DevelopingadesignresponsivetothecriteriainthisGuideandtheprojectdocumentation,andpreparingallsubmittalsrequiredbytheUSARDesignProcessandSubmittalRequirements,andtheprojectScopeofWork.
1-5.2.4 Justifying,intheprojectDesignAnalysis,anyissuesofdesignwhichdonotfollowthisGuideandotherprojectdocumentation.
1-5.2.5 IncorporatingthequalitystandardsfortheoveralldesignasdescribedinthisGuideandothercriteriafortheproject.
1-5.2.6 Identifyingtheapplicablecodesandregulations,andensuringthatthedesignisincompliancewiththem.
1-5.2.7 Preparingcostestimates,andensuringthatthedesignwillprovideafullyfunctionalfacilitywithintheprojectconstructioncostlimit(CCL).Optionalbiditemsmayberequiredtoensurethatabasebidwithintheconstructioncostlimitcanbeachieved.Anysuchoptionsmustbeplannedsuchthatthefacilityiscompleteandusablewithouttheirinclusion.
1-5.2.8 PreparingadraftofDDForm1354,TransferandAcceptanceofMilitaryRealProperty.
1-5.2.9 Preparinganysurveysand/orgeotechnical,environmental,sustainabledesignorotherinvestigationsidentifiedintheprojectScopeofWork.
1-5.2.10 Developingdesignanalyses,calculations,andotherinformationthatsupportsandexplainstheprojectdesign.
1-5.2.11 Identifyingissuesthatwilldeservespecialattentionduringprojectconstruction.
1-5.2.12 Preparingadraftofspecification\2\Section008000.0006/2/fortheuseoftheconstructingentity,andreviewingandcommentingontheremainderofthe“front-end”specifications.\2\SpecificationsectionavailableattheUSACELouisvilleDistrict
Figure 1-4 ARRTC VOQ,
Ft. McCoy, Wisconsin
Figure 1-4 ARRTC VOQ,
Ft. McCoy, Wisconsin
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Web-S�te./2/
1-5.2.13 CompletecoordinationofA/Edisciplineinterfaces,andcheckingforarchitectural,structural,HVAC,electrical,plumbingandfireprotectionconflicts.
1-5.2.14 Preparingasubmittalregisterforinclusioninthespecifications,coordinatedwiththeconstructionentity.
1-5.3 TheUSARSupportInstallationisresponsibleforthefollowing:
1-5.3.1 ProvidingtheDesignAgencywithas-builtdrawingsofexistingconstruction.
1-5.3.2 Foralterationprojects,providingacopyofalloutstandingmaintenanceandrepairworkorders.
1-5.3.3 ProvidingacopyofthecurrentFullFacilityAssessment.
1-5.3.4 Providingaconditionsurveyforanyexistingfacilitiesaffectedbytheproposedwork,alongwithalistofanyredoramberconditionsnotedintheInstallationStatusReport.
1-5.3.5 ReviewingandcommentingonDesignAgencysubmittals,andprovidinginputtotheDesignAgencyasrequested.
1-5.3.6 Ensuringthatanyrequiredrealestatepurchaseisaccomplishedinatimelymanner.
1-5.3.7 Providingathreatassessmentthatidentifiesthelevelofriskforthefacilitytobedesigned.
1-5.3.8 Ifrealestatewaspurchasedfortheproject,providingacopyoftheRealEstatePlanningReport(REPR)andanyEngineeringFeasibilityStudydoneduringtherealestateacquisition.
1-5.3.9 Performinganyrequiredenvironmentalinvestigations,andpreparinganyrequiredenvironmentaldocumentation,suchasenvironmentalbaselinesurveys(EBS)and/orenvironmentalassessments(EA).TheUSARInstallationmaycontractwiththeDesignAgencyordesignteamforperformanceofthesetasks.
1-6 PURPose oF tHe ARMY ReseRVe
1-6.1 ThepurposeoftheArmyReserveistoprovidetrainedunitsandqualifiedindividualsoldiersforactivedutyintimeofneed.
1-6.2 TheArmyReservespendsmostofitsdrilltimeintraining.Therefore,aReserveCenterisatrainingcenter.
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1-6.2.1 Theindividualsoldierisgivenhands-ontrainingintheskillsofhis/herjobwithparticularemphasisontheoperationandmaintenanceofequipment.
1-6.2.2 Unittrainingisaccomplishedbyprogressivelylargerandlargerelementstoperformthemissionasateam.
1-6.3 EveryfunctionalspaceinaReserveCenterisintendedtobeprimarilyatrainingspace.Forexample:
1-6.3.1 Theprimarypurposeofakitchenistoallowcookstotrain.Thesecondarypurposeistofeedthetroops.
1-6.3.2 Theprimarypurposeoftheorganizationalmaintenanceshop(OMS)istoallowthetrainingofmechanics.Thesecondarypurposeistomaintainvehicles.
1-6.3.3 Theprimarypurposeofofficespaceistoallowthetrainingofstaffandclericalpersonnel.Thesecondarypurposeistoperformadministrativefunctionsassociatedwiththeunit’smission.
1-6.4 AReserveCenterisaninstitutionalbuildingwithbothcommunityandnationalsignificance.Thecenteristhehomestationforthelocalunitcomposedofindividualssharingexperiencesofpersonalactiononbehalfofthecommunity,muchinthesamewayasavolunteerfiredepartment.Atthesametime,asaGovernmentinstallationoftheU.S.Army,itrepresentstheentireArmy.ThusthedesignofthebuildingmustreflecttheReservists’feelingsofpatriotism,prideandcommunityparticipationaswellasasenseofthepurposeoftheU.S.Army:tokeepthepeacebymaintainingastrongandcapableorganizedmilitaryforce.
1-7 QUALItY oF DesIGn
1-7.1 TheDesignAgencymustseekdesignexcellencethroughcommitmenttohighstandards.SuccessinachievingthisobjectiveliesnotintherepetitionofpreviousdesignsolutionsbutinrelatingtotheUsingServiceandUSARInstallationproject-specificrequirements,andrespondingtotheiruniqueneeds.
1-7.2 Theconceptoftotalsystemsdesignwillbeemphasizedinpromotingthedevelopmentofafunctional,energyefficientandestheticallypleasingbuilding.Designconceptsmustevolveinamultidisciplinarymannerwithregardtoarchitectural,civil,structural,electricalandmechanicalsystems.
1-7.3 Inevaluatingthecostimpactofdesigndecisions,thedesignerwillconsiderthelifecyclecosteffectiveness,notjusttheinitialcost.
U.S. Army ReserveFacility
CostEffective
EnergyEfficient
EstheticallyPleasingFunctional
Figure 1-5 Total Systems DesignIN
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1-8 PRoJeCt DeLIVeRY
1-8.1 Design/Bid/BuildDeliveryProcess:ThemajorityofUSARfacilityprojectsaredeliveredthroughthedesign/bid/build(D/B/B)process.TheDesignAgencypreparesacomprehensiveanddetailedsetofconstructiondocuments;interestedconstructioncontractorsusethesedocumentstopreparecompetitive“hard”bidsforGovernmentevaluation;andthequalifiedbidderwiththelowestproposedconstructionpriceisawardedthecontractforconstructionattheproposedprice.
1-8.1.2 UndertheD/B/BdeliverymethoditiscriticalthattheDesignAgencyprovidesconstructiondocumentsthatclearlydefineallconstructionrequirements,sothattheUsingServicegetsthebenefitofbestpossiblebids.Noissuesshouldremainvagueorbeleftinastatetoberesolvedduringconstruction;thiscouldresultindifferingassumptionsamongbidders,bidprotestsandcontractorclaimsforpriceincreasesduringconstruction.
1-8.1.3 Thedesignermustalsokeepinmindthatbiddersarenotrequiredtovisittheconstructionsitepriortobidding.Theconstructiondocumentsmustallowforpreparationofbidswithoutthenecessityofasitevisit.Anyitemsidentifiedasoptionstothebasebidmustlikewisebefullydefined.Boththebasebidconditionandtheoptionconditionmustbeadequatelyillustrated,detailedandspecified.
1-8.2 Design/BuildDeliveryProcess:SomeUSARprojectsmaybedeliveredthroughadesign/build(D/B)process.UnderthisdeliverymethodtheDesignAgencydevelopsaD/BRequestforProposal(RFP)solicitationpackage.InterestedD/Bteamsrespondwithstatementsofqualificationsaswellastheirproposedconstructionprice.Theproposalsareevaluatedonprice,qualifications,andotheritemsorinformationrequestedintheRFP.Thehighest-rankedproposingteamisawardedacontracttocompletetheprojectdesignandperformtheconstruction.
Figure 1-6 USARC, Camp
Parks, California1-8.2.1 TheUsingService,theUSARInstallation,andtheDesignAgencymustdeterminethescopeandcontentoftheD/BRFP.ThegoalistoprovidesufficientprojectinformationandcriteriatoensurethattheresultingfacilitywillmeetstandardUSARrequirementsforquality,functionality,performanceandesthetics.ThefacilityprogramandUSARstandardsmustbedefined,andspecificTenantrequirementsidentified.Qualificationsforselectionmustbedescribed,alongwithdesigncompletionrequirementsandsubmittals.
1-8.2.2 TheD/BRFPmayincludeconceptualsiteandbuildingplans,conceptualimagesketches,andoutlinespecifications.
1-9 PRoGRAM sYnoPsIs
1-9.1 Atypicalfacilityconsistsoftwomajorcomponents:thetrainingcenterandrelatedmaintenancefacilities.
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1-9.2 Chapter4delineatesthefunctionalandenvironmentalrequirementsformostindividualspaceswithinthetrainingcenterandmaintenancebuildings.Notallprojectswillincludeallofthespaces,norareallofthepossibletypesofspacesincludedinthisDesignGuide.Specificinformationonthetypesandsizesofspacesauthorizedisdeterminedbytheprojectdocumentation.TheDesignAgencywillsupplementtheinformationinthisGuideintheprojectdocumentationandattheinitialdesignconference.
1-9.3 TheArmyReserveCenterortrainingcenter(TC)generallyconsistsoffivemainfunctionalgroups:administrative,assembly/kitchen,weapons,educational,andstorage.Supportingthesemainfunctionalgroupsarethespecialtrainingandsupportareas.Withineachgrouparesubordinatefunctionalareasthatcontributetotheoperationofthegroup.Circulationandstructuralspaceareallocatedtoeachprojectbasedonthesizeoftheotherauthorizedspaces.
1-9.3.1 Theadministrativegroupconsistsofspacesforoffices,recruiting/retention,informationtechnology,administrativesupport,andalobby.
1-9.3.1.1 Full-timeandunitexclusiveofficespaceisdedicatedspaceforfull-timeemployeesandunitsupervisors.Thesemaybesingleorsharedoffices.
1-9.3.1.2 Unitcommonofficespaceissharedspaceforusebynon-supervisoryunitpersonnel.TheunitcommonworkstationsareavailableforusebythevariousTenantunitsontheirassigneddrillweekends.
1-9.3.1.3 Supportingspacesincludesuchfunctionsasthemailroom,administrativesupportrooms,informationtechnology,recruiting/retentionoffices,familysupportoffice,andthelobby.
1-9.3.2 Theassembly/kitchengroupconsistsoftheassemblyhall,tableandchairstorage,andthekitchen.
1-9.3.2.1 Themainelementoftheassemblygroupisamultipurposespaceforassembly.Thehallservesasalargeclassroom,apracticaltrainingarea,adiningroom,andasanareafordrillsandceremonies.
1-9.3.2.2 Thekitchenservesasatrainingspaceforcooks,andisalsousedtoprepareandservemealsfordrillsandotherevents.
1-9.3.3 Theweaponsgroupconsistsofthearmsvault,forstorageoftheTenants’weapons,andthearmorer’sroom,forweapondistribution/returnandrepair.
1-9.3.4 Theeducationalgroupconsistsofclassrooms,libraryreadingandstoragerooms,learningcenter,trainingaidsstorage,andcommunicationssecurity(COMSEC)trainingandstoragerooms.TheseareasprovideinstructionalspaceforReservistsduringweekendtrainingperiodsandtestingareasforpotentialunitmembers.
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1-9.3.5 Thestoragegroupconsistsofunit/individualstorageareas,stagingarea,supplyoffices,andstoragespacesforjanitorial,facilitymaintenance,flammablesandcontrolledwaste.Theunit/individualstoragespaceiscloselyrelatedtotheassemblygroup,whichprovidesatrainingspaceforuseoftheequipmentissuedfromthestoragegroup.
1-9.3.6 Specialtrainingareas,whenauthorized,includesuchspacesasphysicaltraining,weaponstraining,draftingrooms,medicalwings,bandareasandphotolabs.General-useconferencerooms,whenauthorized,areincludedasspecialtrainingspaces.
1-9.3.7 Supportareasareallocatedinproportiontothenumberofsoldiers,orthesizeoftheotherauthorizedspacesinthefacility.Theyincludetoilets,showers,lockerrooms,vending,breakroom,andspaceformechanical,electrical,andtelephoneequipment.
1-9.3.8 Aprivately-ownedvehicleparkingarea(POV)istypicallyassociatedwiththetrainingcenter.
1-9.4 Maintenancefacilitiesconsistoforganizationalmaintenanceshops(OMS),directsupportandgeneralsupportmaintenanceshops(DS/GS),areamaintenancesupportactivityshops(AMSA),andmaintenanceshopsofequipmentconcentrationsites(ECS).
1-9.4.1 Thesefacilitiesmaybecollocatedwithatrainingcenterandwitheachother.Whencollocated,themaintenanceworkbayswillbeshared.Militaryequipmentparkingareas(MEP)arealsoassociatedwiththesefacilities.
1-9.4.2 OMSandDS/GSShopsareusedprimarilytotrainReservemechanics,althoughsomefull-timeemployeesmaybeassignedtothesefacilities.
1-9.4.3 AMSAandECSmaintenancefacilitieshavethesamerequirementsandwillbothbereferredtoasAMSA.Theseshopsareusedprimarilytoservicevehicles,usingafull-timestaff.Thebulkofmaintenanceworkisperformedintheseshops.
1-9.4.4 AnECSisalargestoragesitewithoutdoorparkingareasandenclosedwarehousingofmilitaryequipment,typicallylocatedatalargerGovernmentinstallation.TheECSisdesignednotonlytostoreequipmentbutalsotoefficientlyissueandreturnequipmentusedintrainingexercises.FacilitieswhichmaybeassociatedwithanECS,ifincludedintheprojectdocumentation,areanMEP,fueldispensingsystem,loadingramp,washplatform,indoorequipmentstoragewarehouse,combatvehiclearmsvault,fencing,securitylightingandanAMSA.
Figure 1-7 OMS/DS-GS, Arden Hills, Minnesota
Figure 1-7 OMS/DS-GS, Arden Hills, Minnesota
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1-9.4.5 CommonOMS/AMSA/ECSConfigurations
1-9.4.5.1 Asaseparatelocation,supportingUSARunitsinageographicalarea,atypicalAMSAwillconsistofanAMSAbuildingwithPOVareaandMEP.
1-9.4.5.2 WhencollocatedwithanOMS,andsupportingUSARunitsinageographicalarea,therewilltypicallybeanOMS/AMSAbuildingwithsharedworkbays,asharedPOVarea,andanMEP.
1-9.4.5.3 Ifinaseparatelocation,andsupportingonlyanECS,therewilltypicallybeanAMSAbuilding,POVarea,MEP,andanyotherancillaryfacilitiesasprovidedforintheprojectdocuments.
1-10 UsAR PRoJeCt FUnDInG
1-10.1 TheGovernmentgenerallyutilizestwosourcesoffundingfornewandadd/alterUSARprojects:MCAR,andOperationandMaintenanceArmyReserve(OMAR)funds.TheconstructiondocumentsmustidentifyallOMAR-fundeditemssothatthebidderscanprovideseparatepricing.Costestimatesmustalsodifferentiatethetwotypesoffunds,andOMARitemsmustbefurtherdividedintofurnitureandcollateralequipment.AlistofOMAR-fundedcollateralequipmentisinAppend�xC.
1-10.1.1 AllfixedsiteandbuildingconstructionistypicallyMCARfunded.Unlessotherwisedirected,allrequiredbuilt-inequipmentandfurnishingsarealsoMCARfundedandwillbeincludedinthedesignoftheproject,tobefurnishedandinstalledbytheconstructioncontractor.
1-10.1.2 Moveableequipment(itemsnotbuiltintotheconstructionorhard-connectedtoutilities,andwhichcouldberelocatedtoanotherfacilityforreuse)andsomespecialtyitemsareOMAR-funded.Theywillalsobeincludedinthedesign,tobefurnishedandinstalledbytheconstructioncontractor.Finally,furnishingsandsomespecialtyequipmentareOMAR-funded,andwillbeincludedforinformationonlyinthedesigndocuments,butwilltypicallybefurnishedbytheUsingServiceunderaseparatecontract.TheDesignAgencywillprepareaseparatepackageforfurnitureacquisition.
1-10.2 The\3\FullFacilityRestoration(FFR)/3/,MinorMaintenanceandRepair(MMR),andotherprogramsarealsoOMAR-funded.TheseprogramsgenerallyusesimplifieddesignmethodstodesignandconstructprojectswithinannualOMARfundingcycles;utilizetheDesignGuideasthestartingpointforprojectdesigns.
1-10.2.1 IntheFFRprogram,allbuildingcomponentsintheaffectedbuildings,andtheutilityinfrastructure,areevaluatedforremainingusefullife,andforcompliancewithcurrentbuildingandlifesafetycodes.Systemsandcomponentsthatareatornearfailure,orinseriousneedofmodernization,arereplacedwithcurrentproductsapprovedbytheUsingService.
1-10.2.2 FFRprojectsarefurtherevaluatedagainstPlantReplacementValue(PRV),
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asdefinedbyAR420-10,andcannotexceed50%ofPRVwithoutspecificapprovaloftheappropriateDeputyAssistantSecretaryoftheArmy.
1-10.2.3 ThemajorityofFFRprojectsconsistofmaintenanceandrepair(M&R),orhealth/lifesafetywork.TheseprojectsarefundedfromdifferentsubsetsoftheOMAR“K”account.
1-10.2.4 FFRprojectsmayincludesomeincidentalnewMinorConstructionworkinordertoprovidecompleteandusableUSARfacilities.ThisworkisfundedfromtheOMAR“L”account;thecurrentlimitsontheallowableconstructioncostmustbeverifiedandnotexceeded.
1-10.2.5 CostestimatesforFFRprojectsmustdifferentiatetheamountstobefundedfromdifferentOMARaccounts,asdirectedbytheUsingService.
1-10.3 RealPropertyExchange(RPX)projectsinvolvetheexchangeofArmyReservepropertyand/orfacilitiesforpropertyorfacilitiesownedorbuilt-to-suitbyotherGovernmentalunitsortheprivatesector.TheentitywithwhichtheUSARmakessuchanexchangeisthe“exchangepartner.”TheexchangepartnertypicallyprovidesthefundingforanyfacilitydesignandconstructiontobeacquiredbytheUSARinsuchexchanges,andoftenprovidesboththedesignandconstructionofthefacility,transferringownershiptotheUSARwhentheprojectisreadyforoccupancy.
1-11 ConstRUCtIon ContRACt AWARD
1-11.1 TheconstructioncontractsformanyoftheUSARprojectsareawardedsolelyonthebasisoflowestbid,afteranopen,competitivebiddingprocess.Othercontractsmaybeawardedonthebasisofpriceamongotherqualifications,andsomecontractsmaybeset-asideforawardtosmallorsmall,disadvantagedbusinesses,onthebasisofprice,orpriceamongotherqualifications.
1-11.2 Theconstructiondocumentsmustbecompleteandcomprehensivetoensure,totheextentpossible,thatallworkrequiredisshownordescribed.Nodetailsorotherpartsoftheworkshouldbeleftforresolutionduringconstruction.Thiswillhelpensurethatallprospectiveconstructioncontractorsarebasingtheirbidsorproposalsonthesameconstructionworkeffort.IN
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CHAPteR 2
PLAnnInG GUIDeLInes
2-1 IntRoDUCtIon
2-1.1 Thegoalofthesiteandbuildingplanningprocessistodeveloponeormoresite/buildingconceptsforafunctionalandefficientfacility.InadditiontomeetingUSARcriteriaandstandards,thefacilityshouldfitwellintothesurroundingenvironment,andaccommodateexistingandfuturedevelopmenttotheextentpossible.
2-1.2 Awidevarietyoffactorsmustbeconsideredinthesiteandbuildingplanningprocess;thisChapteridentifiesanddiscussessomeofthem.TheDesignAgencymustensurethatallappropriatefactorsareconsidered,includingthosethatarespecifictotheprojectsite.
2-1.3 Thetwomaindocumentssubmittedtothedesigner,priortobeginningdesignforafacility,aretheprojectdocuments(see1-2.2.1)andthisGuide.Theprojectdocumentsliststheauthorizedspacesandtheirrespectiveareasforaspecificproject.ThisGuideprovidesdesigncriteriaandapplicationguidelineswhichwillbeusedinthedevelopmentoftheproject.Useofthesetwodocumentswillhelpthedesignertoquicklyproducetheschematicdesignanddesigndevelopmentoftheproposedfacility.
2-2 DesIGn AnD ReGULAtoRY CRIteRIA AnD tHeIR APPLICAtIon
2-2.1 TheDesignAgencymustbecomefamiliarwiththefollowingdesignandregulatorycriteriaandapplythemtotheplanning,andlaterthedesignprocess.Itisimportantthatapplicablecriteriabeidentifiedearlyintheplanningprocesstoavoidrevisionsbeingrequiredatalaterpoint.Incaseswherecriteriaareinconflict,themorestringentcriteriagenerallyapplies;questionsconcerningconflictingcriteriashouldbepresentedtotheUsingServiceforresolution. Figure 2-1
Project Design Development
DesignGuide
ProjectDocuments
CriteriaCodes
UserInput
LocalConditions
Siteand
BuildingConcept
+
2-2.1.1 USARStandardsandCriteria:
ProjectDocuments,ThisDesignGuide,andUSARDesignProcessandSubmittal
Requirements
2-2.1.2 Engineering,DesignandOtherGuidanceCriteriaSeeAppend�xA.
2-2.1.3 Codes,RegulationsandUtilityRequirements
2-2.1.3.1 TheUsingServicehasidentifiedUFC1-200-01asguidancefortheuseofmodelbuildingcodesfordesignandconstructionofArmyReserveFacilities.ThisUFC
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referencestheInternationalBuildingCode(IBC)asthebasisforbuildingdesign.TheUFCcontainsspecificinstructionsregardingapplicationofIBCchapters,andforfireprotectionandlifesafetyrequirementsrefertoUFC3-600-01“FireProtectionEngineeringForFacilities”.UFC3-600-01governsfireprotectionrequirementsandincludesNationalFireCodesandotherspecificNFPAcriteria,suchasNFPA101forexitingrequirementsandNFPA30Aformaintenanceshops.
2-2.1.3.2 Forfacilitiesnotlocatedonfederalmilitaryinstallations,theDesignAgencymustidentifylocal(state,county,city,etc.)codes,regulations,andutilityrequirementswhichwouldbeapplicabletoatypicalbuildingprojectatthesite,anddeterminetheirapplicabilitytotheUSARproject.Thecriteriaidentifiedinparagraph2-2.1.3.1generallytakesprecedenceoverlocalcoderequirementsunlesslocalcoderequirementsaremorestringent.
2-2.1.3.2.1 IftheprojectsiteisownedbytheFederalGovernment,itmaybea“Federalreservation,”andcompliancewithalllocalcodesandregulationsisnotnecessarilyrequiredundertheDoctrineofSupremacy.However,USARstrivestobea“goodneighbor”inthecommunitiesofitscitizensoldiers,andpreferstocomplywithlocalcodesandregulations,unlesssuchcompliancewouldbeparticularlyonerousorcostlyorreducethelevelofsafetywithinthisfacility.UsingServiceencouragestheDesignAgencytomeetwithlocalcodeandregulatoryofficialstoreviewtheprojectandthelocalrequirements,andtopresentanyrecommendationsfornon-compliancewithlocalregulationstotheUsingServiceforresolution.
2-2.1.3.2.2 PropertyownedbytheFederalGovernmentmayalsobeunderconcurrentjurisdictionofthelocalandFederalGovernment,byagreement.Ifso,compliancewithlocalcodesandregulationsisgenerallyrequired.However,theUsingServicestillencouragestheDesignAgencytomeetwithlocalcodeandregulatoryofficialstoreviewtheprojectandthelocalrequirements,andtopresentanyrecommendationsfornoncompliancewithlocalregulationstotheUsingServiceforresolution.
2-2.1.3.3 Ingeneral,onaFederalreservation,FederalSupremacyDoctrineapplies.Thelocalbuildingandzoningcodesdonotapply;nobuildingpermitwillberequired,norwillconstructioninspectionsbeperformedbylocalbuildingofficials.Localfirecodesandutilityrequirementsgenerallydoapply,sincetheseorganizationswillbethelikelyserviceproviderstothefacility.Otherlocalrequirementsalsogenerallyapply,suchasthosegoverningenvironmental,drainage,traffic,andsimilarissues.
2-2.1.3.4 TheDesignAgencymustidentifyanysubmittalorpermittingrequirements,andaddressthem.ThiscanbeachievedeitherbytheDesignAgencymakingrequiredsubmittalsandapplications,orbyincorporatingtherequirementintotheconstructiondocumentsforcontractorimplementation.Ifapplicationandpermittingresponsibilitiesareassignedtotheconstructioncontractor,theDesignAgencymustobtainandfilloutapplicationsascompletelyaspossible,andconveythemtotheCOEconstruction
Figure 2-2 USARC, Green Bay, Wisconsin
Figure 2-2 USARC, Green Bay, WisconsinIN
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districtforcontractoruseandcompletion.TheDesignAgencymustalsoidentifyanyfeesthecontractorwillberequiredtopay,andincludetheminthecostestimateandconstructiondocuments.
2-2.1.3.5 Onanon-FederalreservationUSARfacility,suchasaleasedfacility,localcodesandregulationsapplyastheywouldforanyprivate-sectorproject,andbuildingpermitsandinspectionswillberequired.
2-2.1.4 InstallationDesignGuidance
2-2.1.4.1 IftheUSARprojectsiteisonalargerGovernmentinstallation,itislikelythepropertyownerwillhaveinstallationdesignguidanceapplicabletotheproject,suchasanInstallationDesignGuide.TheDesignAgencymustidentifyanysuchguidance,andworkwiththeUsingServicetodetermineitsapplicability.
2-2.1.4.2 OnalargerGovernmentinstallation,theretypicallywillalsobeapublicworksorsimilardepartment,whichislikelytohaveitsownrequirementsforconstructionontheinstallation.Thisdepartmentmayalsocontrolsomeoralloftheutilityservices.TheDesignAgencyshouldcoordinateitsdesignwiththeappropriatedepartmentpersonnel.
2-2.1.5 CorpsofEngineersDesignGuidance
2-2.1.5.1 TheCorpsofEngineersdesignorconstructionDistrictmayhavedesignguidance,suchasArchitect/EngineeringInstructions,DistrictDesignGuides,orconstructiondetailsthatmaybeapplicable.TheDesignAgencyandtheUsingServicemustdeterminetheirapplicability.
\3\ /3/
2-2.2 \3\ SustainableDevelopmentandDesign(SDD)-DApolicyrequiresallnewverticalconstructionprojectswithclimatecontrolledfacilitiesbedesignedusingtheUSGreenBuildingCouncil(USGBC)LeadershipinEnergyandEnvironmentalDesignforNewConstructionandMajorRenovations(LEED-NC)ratingtooltoscoreandassignaratinglevel(certified,Silver,GoldorPlatinum)totheprojects.TheDesignAgencywillvisittheUSGBCwebsite(www.usgbc.org)tobecomefamiliarwiththeprogramandobtaintheratingtool.AllprojectsafterFY08shallachieveaminimumLEED-NCratingofSilver.Theprocessesforachievingthispolicymaybefoundinthe“USACEArmyLEEDImplementationGuide”(https://eko.usace.army.mil/_kd/go.cfm?destination=)ShowItem&Item_ID=47308./3/
2-3 enVIRonMentAL
2-3.1 Ingeneral,anEnvironmentalBaselineStudy(EBS)andanEnvironmentalAssessment(EA),withafindingofnosignificantimpact(FONSI),mustbecompletedforeachUSARproject.PreparationofthesedocumentsistheresponsibilityoftheRSC,butthedesignteammustbecomefamiliarwithanyrequirementsfromthestudieswhicharetobeincludedinthedesign,suchaserosioncontrolmeasures.
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2-3.2 SeeParagraph2-2.1.3.4aboveforenvironmentalpermittingrequirements.
2-4 sIte seLeCtIon AnD PLAnnInG
2-4.1 GeneralSelectionandPlanningCriteria
2-4.1.1 Inmostcases,theprojectsitewillhavealreadybeenselected,basedonthefollowingcharacteristics.IftheDesignAgencyisinvolvedinsiteselection,thefactorsbelow,alongwiththebudget,areimportantfactorstobeconsidered.Foradditionalsiteselectionconsiderations,seeSection2-5,Antiterrorism/ForceProtection.
2-4.1.1.1 Arelativelylevelsite,suitablefortheparkingofmilitarytrainingvehicles.
2-4.1.1.2 Ahighpublicvisibilityofthetrainingcenterbuilding.
2-4.1.1.3 Abufferedareaofthesiteshouldbeavailabletomaskthenoiseanddisruptioncausedbyexteriortrainingexercisesandmilitaryequipmentusage.
2-4.1.1.4 Aneasilyaccessiblesite.
Figure 2-3 Site Access
Figure 2-4 Typical Reserve Center Site Plan
2-4.1.2 ThestandardUSARtrainingfacilityconsistsofthetrainingbuilding,theorganizationalmaintenanceshop(OMS)withmilitaryequipmentparking(MEP)area,andtheprivately-ownedvehicle(POV)parkingarea.Theinterrelationshipofthesespacesandtheirappropriatesiteorientationrequirecarefulstudy.Asthemajorpointofactivityandpublicaccess,thetrainingcenterbuildingshoulddominatethecommunity
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interfaceoftheentirefacilityandmustbevisiblefromadjacentpublicareas.TheMEPandOMSalsoshouldbelocatedrelativelynearthetrainingcenterbuildingforeconomicalaccessibilityandtoaffordashowcaseforpublicrelationspurposes.ThelocationoftheOMSandMEP,andwhethercommunityconcernsnecessitatevisualscreeningofthesefunctions,shouldbereviewedwiththeTenants.
2-4.1.3 Asageneralrule,thetrainingcenterbuilding,duetoitshighusageandthedesiretoprovidehighcommunityvisualpresence,willbelocatedonthemostvisiblesideofthesite.ThePOVparkingareaisbestlocatedbehindoradjacenttothetrainingcenterbuilding.TheOMS/AMSAisanindividualstructurelocatedawayfromthetrainingcenterbuildingtominimizenoiseanddisruption.MostTenantspreferthattheadministrativeportionsofanyOMS/AMSAbuildingbenearestthetrainingcenter.
2-4.1.4 Thegeneraldirectionabovetendstodividethesiteintotwozones:anadministrativezoneforthetrainingcenterandthePOV,andamoreutilitarianzonefortheOMSandMEP.Ifpossible,withoutduplicationofroadways,asitedesignshouldbedevelopedtominimizevehiclecirculationinterferencebetweentrafficforthetwozones
2-4.1.5 Siteaccessmustbedirect,safeandefficienttominimizetheenvironmentalimpactofmilitaryvehicletraffic.Thedesignshouldminimizeaccesspointsbutprovideadequateaccelerationanddecelerationlanesattheprimaryentrance(s).Standardtrafficplanningpracticeswillbeadheredto.Totheextentpractical,keepPOVandmilitarytrafficseparated.Avoid,ifpossible,restrictionsforsiteentranceandexit,suchas“right-in,right-out”accessonly.
2-4.1.6 Theschematicdesignconceptsforboththesiteandthebuildingsshouldbebasedonasimple,logicalideawhichsatisfiestherequirementsoftheprogram,site,Tenantfunctionsandlonglifemaintenance.Eachprojectisindividualandrequiresaconcentratedefforttodeveloptheappropriatesolution.
2-4.1.7 ThebuildingandmainfacilityentranceshouldbeapparenttopassingtrafficwhilemeetingAntiterrorism/ForceProtection(AT/FP)requirements,toensurecommunityvisibilityandeaseofaccess.Visitorparkingandthemainentrytobeusedbybuildingvisitorsshouldalsobereadilyidentifiable.
Figure 2-5 Typical AMSA Site Plan
Figure 2-5 Typical AMSA Site Plan
Figure 2-6 Typical ECS Site Plan
Figure 2-6 Typical ECS Site Plan
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2-4.1.8 AMSAand/orECSsites,whennotcollocatedwithatrainingcenterorOMS,shouldbearrangedforfunctionalityandvehicleaccesswithconsiderationforfutureexpansion.
2-4.1.9 Whenpractical,orientthelongestsidesofbuildingsalonganeast-westaxis.Thisorientationwillgenerallyresultinmostwindowsfacingnorthandsouthtominimizesolarheatgain.Atextremelatitudes,energysavingsmaybebetterwithdifferentbuildingorientations.
2-4.2 AvailabilityofUtilities
2-4.2.1 ItistheDesignAgency’sresponsibilitytoverifyavailabilityandcapacitiesofallutilitiesrequiredfortheproject.Contactswillbemadewiththeutilityproviders,andrecordsofalldiscussionsshouldbemadeandcopiedtotheprovider.Anyrequiredapplications,permits,reviews,fees,design/constructionrequirements,orserviceupgradesshouldbeidentified,andtheirimpactsondesignandconstructioncostsandschedulesshouldbecalculated.Ifalternativeprovidersexistforanyutility,thedesignershouldidentifythealternativestotheDesignAgencyasearlyinthedesignprocessaspossible,andverifywhetheraformalstudyofthealternativesisdesiredtoprovidecomparativecosts,benefits,anddrawbacks.
2-4.2.2 Itisobviouslypreferablethatutilitiesbeavailableatorneartheboundariesofthesite.Extensionofoff-siteutilitiestothesitewilllikelyrequirethirdparty(utilitycompany,municipality,utilitydistrict)engineeringand/orconstruction,andpossiblyacquisitionofadditionalutilityeasements.Anysuchoff-siteworkwillrequireadditionalleadtime,andmayrequireformalrequestsorpetitionsforapproval.
2-4.2.3 Developmentofon-sitesystemsisnotgenerallydesirable;additionallandmayberequiredtopreventinterferencewithon-sitewatersupplyandwastewaterdisposalsystems.Inaddition,developmentofsufficienton-sitewatersupplyorstorageforfireprotectionandwastewatertreatmentcapabilitieswilladdappreciablytotypicalprojectcosts.
2-4.2.4 Gas,electricandtelecommunicationsutilitiesoperateinacompetitiveenvironmentinmanylocations,andmorethanonesourceofservicemaybeavailabletothesite.Serviceareaagreementsbetweenutilitiesmayalsobeineffectthatwilllimitwhichutilitywillservicethesiteandneedtobeinvestigated.Informationregardingstandardratesforutilityconnectionfees,capacitychargesorareaassessmentsandtheirmethodofpaymentshouldbecollected.
2-4.2.5 ManyGovernmentinstallationshave“privatized”theutilitysystemswhichwereformerlyundertheownershipandoperationalcontroloftheinstallation’sDepartmentorDirectorateofPublicWorks.Theprivatizedutilitysystemownershouldbedeterminedandthenecessaryinformationgatheredasoutlinedabove.Utilitiesbroughtontothesiteandconstructedbytheutilityownermayalsorequirethataneasementbedesignatedovertheutilitylinetoallowtheutilitycompanyaccesstomaintainandserviceitsline(s).TheGovernmentgenerallypreferstoavoideasements
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wherepractical.
2-4.2.6 OnsomeGovernmentinstallations,theinstallationmaybeapotentialutilityprovider.ThedesignteammustverifythattheGovernmenthassufficientutilitycapacity,andalsowhatentitywouldberesponsibleforthedesign,constructionandfundingofanyrequiredupgradesorextensionstotheutilityservice.
2-4.3 ExistingJurisdictionalAgreements
2-4.3.1 SometrainingcentersorGovernmentinstallationshavewrittenagreementswithlocaljurisdictionswhichgovernfireservice,utilities,roadways,andsimilarissues.Thedesignermustverifywhethersuchagreementsexist,andensurethatanyrequirementstheyimposeareincorporatedintotheprojectplanning.
2-4.3.2 Ifthefacilityislocatednearacivilianormilitaryairport,thedesignermustverifytheairportauthority’srequirements,whichmaynotbewrittenintoanyagreementbutwillstillapplytoprojectconstructionandoperation.Theremaybeheightrestrictionsaffectingbothconstructionoperationsandthefinishedbuilding(s),otherairspaceenveloperestrictions,andrequirementsfornoiseinsulationwhichmustbeapartoftheplanningprocess.
2-4.4 Floodways
2-4.4.1 Allsiteswillbeinvestigatedtoverifywhethertheycontaindesignatedfloodways;thisistypicallyapartoftheEBS/EAeffort.Theinformationisnormallyavailablefromlocalplanningandzoningofficials,orfrompublicworkswaterresourcesorplanningsectionsonGovernmentinstallationsthathaveapublicworksdirectorateordepartment.TheFederalEmergencyManagementAgency(FEMA)publishesmapsofformallystudiedanddesignatedfloodways;theirinformationisnormallyavailablethroughthestateagenciesresponsiblefortheimplementationofthestate’sfloodplainorfloodprotectionprogram.
2-4.4.2 TheU.S.ArmyCorpsofEngineersDistrict(CivilWorks)inwhichthesiteislocatedwillalsohaveinformationastowhetherornotthesiteisprotectedbyaCorpsfloodprotectionproject.
2-4.4.3 Notallsitesthatfloodaredocumentedaspartofaformalfloodplainstudyorshownonfloodwaymaps;thisisusuallyreferredtoassmalllocalizedflooding,butmayhaveasignificanteffectonanyonesite.Therefore,investigationoflocalreportsoffloodingonthesitesmaybeneeded.Manytimes,thesereportsareverbalorincludedinlocalnewspapers.Apreliminaryhydrology/hydraulicanalysismaybeneededtodeterminetherelativefrequencyandleveloffloodingthatwillneedtobemitigatedbydesignofthesite.
2-4.4.4 Floodwayareascannotnormallybedeveloped.Fillingoffloodfringeareasisrestrictedandwillrequirere-analysisoffloodwayhydraulicsiffilldepthsareexceeded;suchfillingmaynotbeallowed.
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2-4.5 TrafficImpacts
2-4.5.1 ThedevelopmentofanArmyReserveCenterwillnormallyresultinadditionaltraffictotheexistingroadwaysatthesiteaccesspoint(s).Asnotedabove,suchaccesspointsshouldbeminimized.Theroadwayfromwhichaccessisgainedwillgenerallybeunderthejurisdictionofapublicagency(stateDepartmentofTransportation,county,townshipormunicipality).AGovernmentinstallationwithapublicworksdepartmentwillberesponsiblefortheinstallationroadways.
2-4.5.2 Theresponsibleagencyfortheaccessedroadwayshouldbeidentifiedandcontactedtoreviewtheprojecttrafficplanning.Thedesignershouldverifythattheresponsibleagencyhasnotdelegatedroadwayuseandplanningtoasubordinateagencyorlevel(i.e.,astatehighwayforwhichthestateDepartmentofTransportationisallowingthelocalmunicipalitytodetermineturnlanerequirements).Aswithutilities,anyrequiredapplications,permits,reviews,fees,design/constructionrequirements,orserviceupgradesshouldbeidentified,andtheirimpactsondesignandconstructioncostsandschedulesshouldbecalculated.
2-4.5.3 Anestimateofthetrafficgenerationinformationforthefacilityshouldbedevelopedforthereviewwiththeresponsibleagency.Itisnotunusualforsuchagenciestolimitthenumberandlocationofaccesspoints,ortorequiredirectionalaccess(left-andright-handturns),turnlanes,acceleration/decelerationlanes,oralignmentandspacinginrelationtoexistingaccesspoints.
2-4.5.4 Workontheaccessedroadwayisnormallyoff-siteconstructionandtheresponsibleagencymayormaynotallowconstructionbyanotheragencyor“private”partywithinitsright-of-way.Theproceduresfordesigning,permittingandimplementingthisroadwayworkandassociatedfeesmustbeidentified.Theresponsibleroadwayagencymayalsorequireaperformancebondinitsnameforthevalueoftheworkintheirright-of-way,iftheconstructionisaccomplishedaspartoftheGovernment’ssiteconstructioncontract.
2-4.6 MilitaryVehicleInformation
2-4.6.1 ThedesignersshouldverifywhattypesofvehiclestheTenantswillemploy,anddesignsitecirculationandparkingtoaccommodatethem.Thesemayincludecommercialdeliveryvehiclesaswellasthemilitaryvehiclesoperatedandmaintainedbytheunit(s).SiteroadwaysandMEPareasaretypicallydesignedwithturningradiitoaccommodatecommercialover-the-roadtrucks,unlesstheTenantsindicatethattheyhavevehicleswhichrequirelargermaneuveringallowances.
2-4.6.2 TheTenantscanprovidealistoftheirvehiclesandthedeliveryvehiclestheyanticipate,andshouldbeabletoprovidevehiclespecifications.SpecificationsformilitaryvehiclescanalsobefoundinthetechnicalbulletinTB55-46-1,“StandardCharacteristicsforTransportabilityofMilitaryVehicles”,availableonlineatthewebsitewww.tea.army.mil/(Permissionrequiredfromwebsitetoviewpublications).ThisTBlistsweights,butdoesnotincludeturningradii;thedesignerwillverifymaximumanticipated
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turningradiusvehiclewiththeTenants,andaskthemtoprovidethespecsforthatvehicle.
2-5 AntIteRRoRIsM/FoRCe PRoteCtIon (At/FP)
2-5.1 TerroristattackshavedemonstratedthevulnerabilityofU.S.militaryandcivilianpersonnel,andthefacilitiesinwhichtheywork.Toaddressthisvulnerability,theDepartmentofDefense(DoD)establishedstandardstoensurethatforceprotectionmeasuresareincorporatedintothebudgeting,planning,designandconstructionofMilitaryConstruction(MILCON)fundedfacilities.Thestandardsaddressbothnewconstructionandmajorrenovationprojects.Theyincludeminimumconstructionrequirements,aswellasmeasuresthatcanbeappliedwherehigherthreatlevelsareidentifiedbytheUSARInstallation.TheDesignAgencymustrequestthatathreatassessmentbeprovidedtoidentifythethreatlevelattheproposedprojectsite.
2-5.2 AT/FPcriteriaappliestothedesignofallUSARfacilities,andUFC4-010-01providesthemandatoryguidance.ThedesignteammustverifywhatisapplicabletothespecificprojectandtheappropriateUSARinstallationsecuritypersonnelmustbeinvolvedindiscussionsanddesignofAT/FPfeatures/considerations.
2-5.3 Thiscriteriamandatesmeasurestobetakeninbothsiteandbuildingdesign,andcanhaveappreciableimpactonsiteandbuildingplanning,andonconstructioncost.DesignersareadvisedtoincorporateAT/FPrequirementsattheearlieststagesofdesign.Abriefsummaryofsomeoftheminimumconstructionrequirements:
2-5.3.1 TheAT/FPsitecriteriarequire,ataminimum,provisionofstandoffzonestoseparatebuildingsfromparking,roadways,andotherbuildings.Thestandoffzonesincreasetheminimumamountoflandrequiredtoprovideacompliantandfunctionalsitelayout,andshouldbeconsideredduringsiteselection.Forelevatedthreatlevels,vehiclebarriersmightberequired.
2-5.3.2 Severalbuildingdesign/constructionmeasuresaddressstructuraldesignandthethreatofprogressivecollapseintheeventofabombblast.Thesemeasuresdiscouragebuildingdesignsofmorethantwostoriesduetotheassociatedcosts.
2-5.3.3 Othermeasuresaddresslocationsofcertainspaces,exteriorglazing,utilitylocations/routing,locationsofHVACairintakes,landscaping,etc.
2-5.4 \1\ MassNotificationSystemsinMilitaryConstructionProjects.Toreducetheriskofmasscasualties,theremustbeatimelymeanstonotifybuildingoccupantsofthreatsandwhatshouldbedoneinresponsetothosethreats.Massnotificationisdefinedasthecapabilitytoprovidereal-timeinformationtoallbuildingoccupants,orpersonnelintheimmediatevicinityofabuilding,duringemergencysituations.UFC4-021-01providesadditionalguidanceonmassnotificationsystems./1/
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2-6 LAnDsCAPe
2-6.1 Landscapingmustbeanintegralpartofthefacilitiesdesignprocess.Goodlandscapeplanningaffordsmanyvaluablebenefits.Plantingdesignreflectsanunderstandingoffacilitiesgoalsandobjectives,anappreciationforexistingsiteconditionsandanabilitytoenhancetheoutdoorenvironmentthroughtheintegrationofnaturalandculturalconditionsinasensitiveandpragmaticmanner.
Figure 2-7 Landscape Planting 2-6.2 Architecturalcharacterandsense
ofplaceissupportedbyproperlandscapedesign,whichintroducesaspectsofscale,color,texture,form,etc.,tothelivingenvironment.
2-6.3 Trafficdirectioninfluencedbydesignofplantedareasandstrategiclocationofplantmaterialscansupportaspectsofwayfindingandreducetheneedforsupplementalsitegraphics.Gooddesignencouragessafetyandassistsintheresolutionofconflictsbetweentheautomobileandthepedestrian.
2-6.4 Appropriateselectionandlocationofplantsreduceswatererosion,emphasizesecologicalcontrol,lessensproximateenvironmentalimpactandpromotescleanwaterthroughtheintroductionofnaturalfiltrationmethods.
2-6.5 Landscapingprovidesenvironmentalbuffersfromharshwindsandintensesolarconditions.Strategicallylocatedwindbreaksminimizetheeffectsofwinderosionandsnowdispositionupontheoutdoorenvironment.Properselectionandlocationoftreespeciespromoteenergysavingsandcreatemorecomfortableandhabitableoutdoorplaces.
2-6.6 Plantmaterialsprovidefocusandreinforcepositiveviews.Properlandscapetreatmentcanscreenunsightlystructuralelementsandbufferpoorvisualpanoramas.
2-6.7 Quality,usableoutdoorspacesarecreatedthroughanunderstandingofexistingconditions,programmaticneedsandwell-developedlandscapearchitecturalconcepts.LandscapedesignandtheselectionofmaterialsmustreflectthemissionofthefacilityandTenants’needs.PlantingmustbefunctionallyandestheticallyappropriateandreflectaspectsofsafetyandsecurityasoutlinedintheDepartmentofDefenseAntiterrorism/ForceProtectionStandards.
2-6.8 Plantmaterialselectionwillaffordpermanent,lowmaintenanceappropriatetothefacility’slocation.Vegetationmustbeabletobemaintainedwithaminimumeffort,bevandalresistant,hardyanddiseaseresistant.Theuseofdroughttolerant,indigenousvegetationthatincorporatesaspectsofsustainabilityisstronglyencouraged.
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2-6.9 Trees,shrubsandgroundcoversmustbehardytotheregioninwhichthefacilityislocatedandmustbehorticulturallyappropriatetothesitespecificlocationinwhichtheyareplanted.Considerationshouldbegiventoadjacentstructuresandimprovementssuchthatthelandscapingdoesnotadverselyimpactthem.OnsomeGovernmentinstallations,theDepartmentofPublicWorks(DPW)mayhavealistofpreferredplantmaterials.
2-6.10 Treesandshrubsshouldbecarefullyselectedtopreventcloggedguttersanddrainsbyleavesandblockedsewerlinesduetorootdamage.
2-6.11 RefertoUFC3-210-05FAforcomprehensivelandscapedesignconsiderations.
2-7 BUILDInGs
2-7.1 GeneralDesignConsiderations.
2-7.1.1 Esthetics–ArchitecturalStyleandCharacter
2-7.1.1.1 Themilitaryfacility,byitspresence,representsnationalsecurity,strength,austerity,efficiency,professionalismandprideincountryandcommunity.
2-7.1.1.2 Eachfacilityisalsothehomeandworkplaceofthesoldiersithouses,andshouldprovidethemwithafeelingofprideandownership.AnattractivefacilitycanenhancetheTenants’senseofidentity,andserveasonetoolfortherecruitmentofnewsoldiers.
2-7.1.1.3 Thearchitectureshouldbesensitivetothestyle,scaleandmaterialsofthelocalregionnotonlyforestheticsbutalsoforfunction.Manylocalbuildingformsanddesignstatementsareadirectoutgrowthofaregion’senvironmentalandculturalcharacteristics.
2-7.1.1.4 Thefacility’sstyleshouldblendintotheexistingarchitectureofthesurroundings.Althoughtrendydesignsshouldbeavoided,afacilitydistinctiveinappearancecanenhancetheTenants’senseofidentityandprideofownership.Thecharactershouldalsoevokeasenseofprideinthenearbyneighborsaswellastheentirecommunity.TheUSARwantstobeagoodneighbor,andasolidmemberofthecommunity.
2-7.1.1.5 Materialsshouldbeselectedtobeestheticallypleasing,easilymaintained,andcosteffective.StandardexteriorfinishmaterialsapprovedbytheUsingServicearedescribedinChapter3.
2-7.1.1.6 Manytrainingcenterspaceswillnothavewindows,forsecurityreasonsorbyTenantpreference,suchasunitstorage,COMSECtrainingandstorage,AGCCS,SCIF,andothers.Thedesignermaywanttolocatethesespacesawayfrommajorfacadestoallowuseoffenestrationonthoseelevations.
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2-7.1.2 FlexibilityandEconomy
2-7.1.2.1 Internalflexibilityshouldbeplannedasmuchaspossibletoabsorbmuchofthegrowthandchangeofthefacilityoveritslifeasunitschangetheirtrainingemphasis.Forexample,afacilitymaybedesignedtoaccommodateinfantrytrainingandthen,afteraperiodoftime,mayneedtobechangedtoaccommodateamedicalunit.Thismayrequireadditionalmaintenance/shopspaceandadecreaseintheunitstoragearea.Ifafacilityisdesignedwithinternalflexibilityofbuildingsystems,itcanaccommodatechangemoreeconomically.Therefore,thedesignofofficeareasshouldnotbetooclosely
tailoredtotheunitscurrentlyassignedbutshouldbemoregenericindesign,providingabalancedratioofexclusiveofficespacetocommonofficespace.
2-7.1.2.2 Externalflexibilityshouldalsobeplannedtoaccommodatethepotentialforgrowthofthefacility.Thisrequirespropersitingandutilityplanning,andabuildingsystemsapproachtodesign,universallyappliedtothefacility.
2-7.1.2.3 Economyofdesignwillbetakeninitsbroadestsense:initialcost,maintenance,andbuildingsystemflexibility.Considerthefollowingflexiblebuildingsystems:
2-7.1.2.3.1 Architectural:Durableandeasilymaintainablefinishes,\2\carpettile/2/,detailingwhichlargelyavoidscustomfabrication,useofstandarddoorsandwindows,etc.
2-7.1.2.3.2 Structural:Striveforaregularcolumnspacinglayout,preferablyat32feet(9600mm)eachdirection,toprovideremodelingandinteriorspaceplanningflexibilityandeconomicalstructuralsystems.
Figure 2-9 Flexibility for Future
Figure 2-8 ARRTC VOQ,
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2-7.1.2.3.3 Mechanical:Forlargereservecenters,useVAVorfancoilsystemswhichallowsimplerelocationoradditionofzonestomeetfuturezoningrequirements.DesignofsystemsshallbeintegratedwithintheSDDconsiderations.
2-7.1.2.3.4 Electrical:Manufacturedflexiblewiringforlightfixturesinlay-inceilings,warehouseandstorageareaceilings.Mainelectricalroomandelectricalclosetslocatedadjacenttoloadcenters.TelephoneroomsandITroomslocatedinthecenterofthebuildingwithin150feet(50meters)ofthemostremoteoutlet.Sparecapacityindistributionequipmentforfutureexpansionoradditionalloads.Runemptyconduitsforfutureexpansionareas.Runcabletraysforcommunicationwiring.Toextendpowersupplyandcommunicationsystemtoelectrifiedpartitions,usepowerpolesinexistingbuildingsanduseflushfloorboxes/poke-throughboxesinnewfacilities.\3\ /3/.
2-7.1.2.4 Provisionsforfutureexpansionmustbedesignedintoeachproject,especiallynewcenters.Inthetrainingcenterbuildings,expansionwillprimarilyconsistofadministrative,classroomandunitstoragespaces.TheOMSwillbesitedtoallowfortheconstructionofadditionalworkbays.MEPandPOVareaswillbesitedtoaccommodateincreasedparkingrequirementsassociatedwithincreasesinpersonnelandequipment.
2-7.1.3 NewConstruction,AlterationsandAdditions
2-7.1.3.1 ThecriteriaandrequirementscontainedwithinthisGuidepertaintoallthreetypesofprojects:newconstruction,alterationsandadditions.Itisrecognized,however,thatduetothearchitecturalconfigurationoftheexistingfacilitiesandtheremaininglifeofitssystemsandotherconsiderations,itmaynotbefeasibleinalterationprojectstomeetallnewconstructionstandards.Professionaljudgmentisrequiredtodesignabuildingwhichcombinesoldandnewportionsintoaharmoniousfinisheddesigntoprovideacompleteandusablefacilityatthelowestlifecyclecost.Assoonaspossibleafterdesigninitiation,theDesignAgencyshouldconductadetailedfacilityinvestigationtoestablishthelimitsofconstruction.Theselimitswillbestatedinnarrativeformalongwithachecklistofrequiredrepairs/demolitiontobeincludedwiththeProjectEngineering,preconcept(10percent),orcharettesubmission.Investigationswillincludethefollowing:
2-7.1.3.1.1 Reviewrequiredrealpropertymaintenanceandrepairwork.ConsultthefacilitymanagerandtheUSARInstallation(BMAR)list.
2-7.1.3.1.2 Verifyaccuracyofas-builtdrawings.
2-7.1.3.1.3 Determineadequacyofsupportingutilities.
2-7.1.3.1.4 Determinethestatusofthefollowingbuildingcomponents:structural,fireprotection,electrical,plumbing,andHVACsystems;windows;roof;exteriorandinteriorwalls;doorsandhardware;stairways;insulation.
2-7.1.3.1.5 BasedontheaboveandtheProjectDocuments,recommendationsasto
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theextentofthedemolitionandremodeling,includingreuseorreplacementofexistingequipment,fortheconsiderationoftheUsingService.
2-7.1.3.2 TheGovernmentwillperformanystudiesrequiredtoverifyeconomicviabilityorremaininglifeofexistingfacilities(ARPAM415-3)consideredforalterationsoradditions.
2-7.2 TrainingCenter(TC)FunctionalRelationships
2-7.2.1 General Figure 2-10 Training Center Adjacencies
2-7.2.1.1 Thetrainingcenterspacesareorganizedintothefollowinggroups:Administrative,Assembly/Kitchen,Weapons,Educational,Storage,SpecialTrainingandSupport.
2-7.2.1.2 Asageneralrule,theTCshouldbeorganizedsothatthespacesineachgroupareadjacentorincloseproximity;i.e.,administrativespacesshouldbegroupedtotheextentpossible,possiblyinonewingofthebuilding.Thisisnotnecessarilytrueofallthestorage,specialtraining,andsupportgroupspaces.
2-7.2.1.3 Thejanitorial,facilitymaintenance,supportandsimilarspacesshouldbedistributedthroughoutthebuilding.Thespecialtrainingspacesshouldbelocatednearspacessimilarinfunction,ornearthespecificTenantsthatutilizethemmost.Insomecases,suchasabandroom,thespacesmayfunctionbestiftheycanbesomewhatisolatedfromotherfunctions.Tenantpreferencesshouldalwaysbeconsidered,alongwithoverallflexibility.
Figure 2-11 USARC, Green
Bay, Wisconsin
2-7.2.1.4 Thetrainingcentertypicallyfunctionsefficientlywhenorganizedaroundacentrallobbyspace,sothatcirculationdistancesareminimized.Theelevatorandastairshouldbeadjacenttothelobbyinmultistorytrainingcenters.
2-7.2.1.5 AdministrativeAdjacencies
2-7.2.1.5.1 Someoftheadministrativespacesshouldbeadjacenttothelobby.Thereisnoreceptionist,soafull-timeofficeortherecruiting/retentionofficeshouldbelocatedtomonitorthelobby.
2-7.2.1.5.2 Full-timeofficesshouldbeclusteredaroundunitcommonspace,andlocatedonexteriorwallstoallowwindowstotheextentpossible.Full-timeofficesthatcannotbeplacedaround
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theunitcommonshouldgenerallybelocatedonmaincorridors.Multiple,smallerunitcommonsareaswithofficessurroundingthemaretypicallypreferabletoasingle,largeunitcommon,forreasonsofflexibility.Itispreferablethatalladministrativeareasarewithin50feet(15meters)ofarestroom.
2-7.2.1.5.3 Exclusiveofficesrequirethesameadjacenciesasfull-timeoffices.
Figure 2-12 Lobby and Full-time Office 2-7.2.1.5.4 Unitcommonspace
shouldbeadjacenttofull-timeandexclusiveoffices,andtoadministrativesupportspaces.
2-7.2.1.5.5 Therecruitingretentionofficeshouldbeadjacenttothelobbyforbothmonitoringandeaseoflocationbypotentialrecruitsandexistingsoldiers.
2-7.2.1.5.6 Themessagecenter/mailroomshouldbelocatedawayfromheavilypopulatedareasandcritical
infrastructureofthebuilding,andonanoutsidewall,asAT/FPmeasures.ThetraveldistancetootheradministrativeareasshouldbeasshortaspossiblewhilemaintainingAT/FPcriteria.
Figure 2-13 Office/Unit Common Relationship
Figure 2-14 Multiple Unit Commons
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2-7.2.1.5.7 \3\Familysupportofficeshouldbeadjacentorneartothelobbytoalloweasyaccessforvisitingfamilymembers./3/
2-7.2.1.6 Assembly/KitchenAdjacencies
2-7.2.1.6.1 Thekitchenandthechairandtablestoragespaceswillalwaysbeadjacenttotheassemblyhall;themealsfromthekitchenareservedintheassemblyhall,andthestoragespaceisthelocationfortheassemblyhallfurniturewhenitisnotinuse.
2-7.2.1.6.2 Theassemblyhallshouldalsobeadjacenttothearmsvaultandarmorer;weaponsareissuedfromthearmorer,andweaponstrainingsometimesoccursintheassemblyhall.
2-7.2.1.6.3 Anadjacencywiththelobbyshouldbeconsidered;thelobbycanprovidethegatheringanddispersalspacerequiredforlargenumbersofpeople.
2-7.2.1.6.4 Thekitchenisbestlocatedattherearofthebuilding;theequipmentandrefuseassociatedwiththekitchenshouldnotbeonabuildingvisitor’sentrypath.
Figure 2-16 Assembly Hall Adjacencies
Un�tStorage
Kitchen
Adm�n.ChairStorage
AssemblyHall
ArmsVault
Class-rooms
2-7.2.1.7 WeaponsAdjacencies
2-7.2.1.7.1 Thearmorerisalwayslocatedimmediatelyadjacenttothearmsvault;entrytothearmsvaultmustbethroughthearmorer’sspaceforcontroloftheweapons.
2-7.2.1.7.2 Theweaponsareashouldalsobenear,oropendirectlyinto,theassemblyhall,asweaponstrainingsometimesoccursintheassemblyhall.
2-7.2.1.7.3 Theweaponsareashouldalsobenearthestagingareaforeaseofmovingallweaponsontotransportformaneuvers.
2-7.2.1.7.4 Theweaponsareashouldbeonacirculationroutethatisfrequentlyusedtoprovideadditionalsecurityagainstattemptedtheft.
2-7.2.1.7.5 Thevaultshouldnotbelocatedonanoutsidewallforsecurityreasons.
Figure 2-15 USARC, Ft. Dodge,
Iowa
Figure 2-15 USARC, Ft. Dodge,
Iowa
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2-7.2.1.8 EducationalAdjacencies
2-7.2.1.8.1 Theeducationalgroupofspacesispreferablylocatedawayfromtheadministrativeareastominimizenoiseassoldierscomeandgo,andnearanexit.Classroomsshouldbegroupedtogether,offasinglecorridorifpossible,andwithtrainingaidsstorageadjacent.
2-7.2.1.8.2 Thelibraryreading,librarystorage,andlearningcentershouldbegroupedtogether.Thesespacesaregenerallyusedforindividualstudy,andneednotbeimmediatelyadjacenttotheclassrooms.
2-7.2.1.8.3 TheCOMSECtrainingandstorageroomsshouldbeadjacentwithentrytothestorageroomfromthetrainingroom.Theyshouldbelocatedneartheclassrooms.
2-7.2.1.9 StorageAdjacencies
2-7.2.1.9.1 Unit/individualstorageshouldbelocatedneartheassemblyhall,whichmaybeusedfortrainingwithormaintainingtheequipment.
2-7.2.1.9.2 Supplyofficesaretypicallylocatedintheunitstoragespace,andoverlookingthestagingarea,toprovidethesupplyofficerswithvisualmonitoringcapabilityofthestoredmaterials.Anexteriorwalllocation,withawindowoverlookingtheservicedriveaccesstothestagingareaisgenerallypreferred.
2-7.2.1.9.3 Thestagingareaisalsolocatedintheunitstoragespace,withanoverheaddoortoanexteriordriveway,toallowefficientmarshalingoftheequipmentandtransferontotransport.SomeTenantspreferadepressedloadingdockarrangementoutsidethestagingareaifsiteconditionsallow.
2-7.2.1.9.4 Thejanitorialandfacilitymaintenancespacesshouldbecentrallylocatedtobeconvenientformaintenanceofthebuilding,offamaincorridorforeasyaccess.Inlargerbuildings,itisdesirabletousetheauthorizedspacetocreatemultipleroomsthroughoutthebuildingformaintenanceconvenience.Janitorialspacesshouldbelocatedneartoilets,wherepractical,forplumbingefficiency.
2-7.2.1.9.5 Aportionofthefacilitymaintenancespaceshouldbededicatedtorecycling,withanareatosortandstorerecyclablematerialsawaitingpickup.This
areashouldbelocatednearanexitforeasytransfer,preferablyanexitthatisaccessibletovehicles.
Figure 2-17 Janitorial and Toilets
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2-7.2.1.9.6 FlammablestorageandcontrolledwastestoragearenottypicallyauthorizedfortrainingcenterbuildingscollocatedwithanOMS.Ifauthorized,thesespacesshouldbeonanexteriorwallwithonlyanexterioraccess.Theyshouldalsobenearavehicleaccessforeasytransfertotransportfordeliverytoandremovalfromthefacility.
2-7.2.1.10 SpecialTrainingAdjacencies
2-7.2.1.10.1 Medicalsection,physicalexam,photolab,soilstestinglab,draftingroom,GCCS,andsomelesscommonspecialtrainingspaceshavenospecificadjacencies.Theyshouldbelocatedneartheunitthathasthemissiontheysupport,andsomeshouldbeseparatedfromnoisieractivities.
2-7.2.1.10.2 Theweaponstrainingspacenowutilizesanelectronicsimulator,the\2\LaserMarksmanshipTrainingSystem(LMTS)/2/,orEngagementSkillsTrainer(EST)andhasnospecificadjacencies.Theelectronicweaponsusedcanbestoredinthesecurestorageroom;theyneednotbeinthearmsvault.Weaponstrainingcouldbelocatedneartheclassroomsforpossibleoccasionaluseasaclassroom.
2-7.2.1.10.3 Thebandroomisoftenlocatedneartheassemblyhall;however,themaincriteriaforitslocationisminimizingsoundtransmissiontootherpartsofthebuilding,especiallytoadministrativeandclassroomareas.
2-7.2.1.10.4 Thephysicalreadinessspaceshouldbelocatedadjacenttotoilets,showersandlockers,andremotefromthemainentryandformalspaces.Thespaceshouldhaveashortrouteofaccesstotheexterior,sincemanyofthesoldierswillrunaspartoftheirtraining–adoordirectlytotheexteriorisdesirable,ifpractical,butshouldavoidthemainentrypathtothebuilding.
Figure 2-18 Conference Room
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2-7.2.1.10.5 AconferenceroomforatrainingcenterisalmostalwaysassociatedwithaGeneralofficer,andshouldbelocatedwithin50ft(15m)oftheGeneral’soffice,andadjacenttofull-timestaff.Inmostinstances,itwillbelocatedwithintheGeneral’ssuite.
2-7.2.1.11 SupportAdjacencies
2-7.2.1.11.1 ToiletsshouldbecentrallylocatedfortheTenants’convenience,andtoiletsshouldbeprovidedoneachfloorofmultistorybuildings.Inlargerbuildings,considersplittingthespaceauthorizationnotonlybetweenfloors,buttoprovidemorethanonesetoftoiletsperfloor.
2-7.2.1.11.2 Lockerandshowerroomsshouldalwayshaveaportionofthetoiletspaceauthorizationlocatedwiththem.Thelockerandshowerroomsshouldbeadjacenttothephysicalreadiness. Figure 2-19
OMS Schematic Diagram2-7.2.1.11.3 Thelocationsofthebreakareaandvendingalcoveareflexible,basedonTenantpreference,butthebreakareashouldbelocatedawayfromtheentry,lobbyandformalspacesofthefacilitytominimizenoiseandfoododorstransmittingtothosespaces.AcentrallocationispreferableforTenantconvenience.Thevendingalcoveisfrequentlycollocatedwiththebreakarea,butcanbebrokenintosmallerspacestodistributevendingmachinesthroughoutalargerfacility.
2-7.2.1.11.4 Mechanical,electricalandtelephoneroomsshouldbelocated,anddistributedthroughthebuilding,forefficiencyoffunctionandbuildingdistribution.Themainmechanicalroomshouldbeonanexteriorwallwithexterioraccesstoadriveforeaseofmaintenance,repair,andreplacementwork.Architectural,mechanicalandelectricaldisciplinesmustcoordinatesizeandlocationofbuildingsupportspacestoprovidesufficientspaceforequipmentinstallation,operationandmaintenance,aswellasefficientdistributionofservices.
2-7.3 OMSFunctionalRelationships
2-7.3.1 AnoptimalspacearrangementforanOMSwouldhaveseveraloftheOMSspacesopeningdirectlyintotheworkbaysNFPA101nolongerallowsoccupantsfromacorridortoexitthroughanotherspace;anycorridorsmustbearrangedtoprovidetherequirednumberofexitswithoutexitingthroughthemaintenancebays.Inaddition,anycorridorwhichleadstoamaintenancebaymustnotexceedrequireddead-enddistances.Largerfacilitiesshouldhave
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corridorarrangementssimilartothoseshownintheFiguresinthisSection.
2-7.3.2 Theshopoffice,toolsandpartsstorage,toilet,storageroomandbatteryroom\3\ (whenauthorized)/3/areallcloselyassociatedwiththeworkbays,andshouldbeasnearlyadjacenttothemaspossible.
2-7.3.3 TheshopofficeshouldoverlookboththeworkbaysandtheMEPforcontrolandsecuritypurposes.
2-7.3.4 Theflammablestorageandcontrolledwastestorageroomsmustopenonlytotheexteriorofthebuilding.
2-7.3.5 TheOMSmechanicalequipmentroomsauthorizationmustalsoaccommodateseparatejanitorial,electrical,telephone,andITspacerequirements.Themechanicalequipmentroomsarebestlocatedoffacorridor,andneednotbeadjacenttotheworkbays.Whereclimatepermits,theycouldbeaccessiblefromtheexteriorofthebuildingonly.
2-7.4 UnheatedStorageFunctionalRelationships
2-7.4.1 Theunheatedstoragebuildingservesonlyonefunction:thestorageofoperationalequipmentthatrequiresnotemperatureorhumiditycontrol.Apre-engineeredmetalbuildingsystemisfrequentlyusedtohousethisfunction.
2-7.5 AMSAFunctionalRelationships
2-7.5.1 AnAMSAisverysimilartoanOMS,withsomeadditionalspacesadded.AMSAfunctionalrelationshipsarealsothesameasthoseforanOMS-seeParagraph2-7.3
Figure 2-20 Shop Office Views
.
Figure 2-21 AMSA Schematic Diagram
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2-7.5.2 SinceanAMSAhasfull-timestaff,abreakarea,andmaleandfemaletoilet,showerandlockerroomsareprovided.Theyshouldbelocatedadjacenttoeachotherandneednotbeimmediatelyadjacenttotheworkbays.
2-7.5.3 InadditiontothestandardareasofanOMS,anAMSAisoftenauthorizedadditionalspecialmaintenanceoffices,suchasasupplyroom,anelectronics/communicationrepairroom,orasmallarmsrepairshopandvault.Alloftheseroomswouldbebestlocatedadjacenttotheworkbays,ifspaceandNFPA101allow.Theymayalsobelocatedoffacorridorleadingtotheworkbays.
2-8 FIRe PRoteCtIon/LIFe sAFetY
2-8.1 TheprimarycriteriadocumentforfireprotectionandlifesafetyinUSARfacilitiesisUFC3-600-01:“FireProtectionEngineeringForFacilities”.Newconstructionoftrainingcenter,OMS,AMSA,andwarehousebuildingsgenerallyincludesfiresprinklersystemsforprotectingtheoccupantsandbuildingstructurefromfire.Unheatedstoragebuildingsaretypicallynotcoveredbyfiresprinklersystems,unlesstheyarelargerthan5,000sf(465sqm),becausethevalueofthecontentsdoesnotwarranttheadditionalexpense.ThecriteriaforprovidinganddesigningsprinklersystemsisincludedinUFC3-600-01.OMSandAMSAbuildingsareconsideredtobe“shops”.
2-8.2 ThedesigncriteriaidentifiedinUFC3-600-01mustbeconveyedtothecontractor’ssprinklersystemdesigneronthecontractdocuments.NotethatthehosestreamandremoteareasforvarioushazardclassificationsaremorestringentthanNFPA13requirements.Identifydesigndensitiesforwaterflowandsprinklertypesonaroom-by-roombasissohydrauliccalculationsmaybeperformed.Flowtestdatamustbeprovidedforthecontractortodetermineifthecostofoversizedpipingwillneedtobeincludedinthebid.
2-8.3 InadditiontoUFC3-600-01otherdesigncriteriamaybeapplicable.ETL1110-3-446providesthrustblockdesignguidance.Foraircrafthangarprojects,ETL1110-3-481coversAFFFcleanuprequirements,ETL1110-3-484coversfireprotectionforfixedwingaircraftandETL1110-3-485coversfireprotectionforhelicopterhangars.
2-9 InteRIoR DesIGn
2-9.1 Theinteriorenvironmentmustrespondtotheneedsofthefacilityaswellastheindividualswhooccupyit,andshouldbefunctional,estheticallypleasing,andcosteffective.Inaddition,theinteriorenvironmentshouldprovideahumanesettingtopromoteasenseofbelongingandwell-beingforthepersonnel.ThefollowingSectionsprovidecriteriathatwillbeconsideredtomeetthesegoals.
2-9.2 Theinteriorenvironmentwillbedevelopedincoordinationwiththearchitecturaldesign.Allfeaturesofthebuilding,includingmoveablefurnishingsandequipment,willbecoordinatedaspartsoftheoveralldesignconcept.
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Figure 2-22 ARRTC VOQ,
Ft. McCoy, Wisconsin
2-9.3 Throughtheplanningprocess,thenatureandconfigurationofthespacecanbeexamined.Theadjacencyrequirementsbetweenthefunctionalelementsofanorganization,adjacencypriorities,workflowandpatternsofcommunicationwillbeinitialconsiderationsinthedesignprocess.Otherfactorswillincludemultipleuseofspaceandflexibilityforfutureusesandgrowth.Overall,theprimarygoalofspaceplanningistoconvertfunctionalprogramrequirementsintoaworkable,estheticallypleasingenvironment.
2-9.4 Materialsandfinishesshouldnotbeselectedforexternalappearancealone;theywillultimatelyaffecttheacoustical,lighting,insulating,fireratingandmaintenancefactorsofanenvironment.Anyselectionmustsatisfyestheticandfunctionalrequirementsregardingdurability,wearabilityandmaintenance.Toagreatextent,USARhaspredeterminedthematerialsandfinishestheydesire.ThesearelistedwiththeindividualroomsinChapter4.Whereselectionoptionshavebeenauthorized,theabovecriteriawillbeconsidered.
2-9.5 Emotionalresponsesare,toagreatextent,theproductofcoloranditscharacterandqualityasencounteredwithintheenvironment.Theseresponsesareinfluencedbytheviewingconditions,theuseofcoloronsurroundingobjectsandsurfaces,andthesizeandrelationshipsofthesefactors.Colorcanstimulatetheimaginationandcreate,attract,andmaintaininterest.Handledknowledgeably,imaginatively,andwisely,itisoneofthemosteconomical,yetpsychologicallysatisfyingandsuccessfulelementsoftheinteriorenvironment.
2-9.6 Specificationofproperfurnishingsiscriticaltotheperformanceandoperationalsuccessofanyfacility.Thestandardcriteriabywhichqualityandappropriatenessmaybeevaluatedincludefunction,moveability,adjustability,maintenance,durability,comfort,andcost.
2-10 InFoRMAtIon teCHnoLoGY
2-10.1 TheprimarycriteriadocumentforthedesignofinformationtechnologyareasforUSARfacilitiesisthe\3\“ArmyReserveITManual-InformationTechnologyDesignandConstructionGuide”commonlyreferredtoasthe“ArmyReserveITManual.”ThismanualdefinesthecurrentArmyReservestandardsandrequirementsfornewfacilitiesandfacilityrevitalization./3/
2-10.2 \3\/3/\3\A/Eshoulddeterminethelocaltelephoneserviceproviderinthearea.A/Eshouldrecordthecompanyname,address,contactperson,telephonenumber,e-mailaddress,andanydiscussionsconcerningservice,requirementsandcosts.A/Eshouldfurnishapreliminarysiteplanwithproposedtelephoneserviceconduitroutingandestimatednumberoftelephoneinstrumentstothetelephonecompanyorlocalbase./3/
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2-10.3 \3\/3/\3\ Undergroundtelephoneserviceconduit,4in(103mm)diametershouldbeinstalledfromthemaintelephoneterminalboardtothepropertyline.Telephoneservicecablenormallyfurnishedandinstalledbythelocaltelephoneutilitycompany./3/
2-10.4 \3\/3/
2-10.5 \3\/3/
2-10.6 \3\/3/
2-10.7 \3\/3/
2-11 sIGnAGe
2-11.1 TheDesignAgencyisresponsiblefordesigningandspecifyingsignageforthebuildingexteriorandinterior.TheapplicablecriteriaforsignageisUFC3-120-01“AirForceSignStandard”..
2-11.2 \1\ Interiorsignagetypicallyconsistsofabuildingdirectory,roomname/numbers,directionalaccessibility,andsimilarsigns./1/
2-11.3 Exteriorsignagetypicallyconsistsofacentermonumentsign,parkingaccessibilitysigns,trafficdirectionalsigns(ifrequired),andsimilarsigns.IfthefacilityisonalargerGovernmentinstallation,theinstallationmayhaveitsownguidanceforexteriorsigns;theDesignAgencyshouldverifywhethersuchguidancegoverns.
2-11.4 \3\ Theprojectsignagewillinclude“Minuteman”logoplaquesfortheproject;onealuminumfortheexteriorandonebronzefortheinterior.TheseareGovernment-furnishedandcontractor-installed(GFCI);designerwilldeterminelocationswithTenantinput.Sourceforthe‘Minuteman’logoplaquesis:USArmyCorpsofEngineers,BaltimoreDistrict,ATTN:CENAB-LO-S(VickieRohr),Baltimore,Maryland21201Telephone:410-962-4395or410-962-7834./3/
2-11.5 \3\ ConstructexteriormonumentsignwithconcretefootingandconcreteorCMUfoundation.TheexteriorsignmaterialdesignshouldreflectmaterialsontheTrainingCenterelevations.Thesignshouldhave10inchhigh(minimum)castlettersontwosides.Signshallread“UnitedStatesArmyReserveCenter”ortitledtoreflecttheoccupantswiththecityandstate.Providecaptopreventmoisturepenetrationandlightingonbothsides./3/
Figure 2-23 USARC, Ft. Knox,
Kentucky
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2-12 ACCessIBILItY
2-12.1 USARfacilitiesmustbedesignedtocomplywiththerequirementsoftheAmericanswithDisabilitiesActAccessibilityGuidelines(ADAAG)andtheUniformFederalAccessibilityStandards(UFAS),withthemoststringentrequirementsgoverning.AnexceptiontothisrequirementismadeforOMSbuildings,whicharegovernedbyUFASonly.ThisexceptionallowsOMSrestroomstobedesignedwithoutaccessibilitymeasures,asthesefacilitiesareassumedtobeinhabitedonlybyable-bodiedsoldiers.
2-12.2 Duetothethreatofterrorism,theDesignAgencyshouldpayparticularcaretotherequirementsforaccessibleexiting,especiallythoseaddressingareasofrefuge.
2-13 seCURItY
2-13.1 TheprimarycriteriaforphysicalsecurityforUSARfacilitiesareAR190-13,“TheArmyPhysicalSecurityProgram,”andAR190-16“PhysicalSecurity.”AR190-11,“PhysicalSecurityofWeapons,AmmunitionandExplosives”governsthedesignofweaponsstoragespaces.TheDesignAgencyshouldalsocoordinateitsworkwiththeUSARInstallationandtheProvostMarshalOffice(PMO),whichisresponsibleforthephysicalsecurityofthefacilities.
2-13.2 Considerationshouldbegivennotonlytosecuringfacilitiesandequipmentfromdamageortheftfromtheoutside,butalsotosecuringeachunit’sequipmentwithinthefacility.Theunitsandsoldiersareresponsiblefortheirequipment,andwillwantitsegregatedandsecuredfromotherunits.
2-13.3 Oncethefacilityisoccupied,thePMOwillconductperiodicinspectionstoensurethatappropriatesecuritymeasuresareinplace.TheTenantsaregradedontheseinspections;thefacilitydesignshouldensurethatthephysicalsecuritymeasuresmeettheirneeds.
2-13.4 Thereiscurrentlynogeneralconsensusontheappropriatelockingsystemforbuildingentries,althoughDoDisdevelopingauniversalcardsystem.TheUSARInstallationshouldprovideguidanceonthetypeoflockingsystemtheyprefer.IfthefacilityispartofalargerGovernmentinstallation,theinstallationmayhaveitsowncriteria. IN
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CHAPteR 3
GeneRAL DesIGn ConsIDeRAtIons
3-1 IntRoDUCtIon
3-1.1 ThepurposeofthisChapteristoprovidetheDesignAgencywithgeneralinformationanddirectiononthesystemsandmaterialsapplicabletoallUSARfacilities,onthedesignofthesite,andonthedesignofthevariousbuildings.TheChapterincludessome“lessonslearned”byCorpsofEngineersandprivate-sectorA/EteamsonpreviousUSARprojects.
3-1.2 TheconsiderationsinthisChapterarethosewhichaffectthesiteandlandscaping,oranentirefacilityorbuilding;forinformationonindividualspaces,seeChapter4.USARbuildingsystemandmaterialpreferencesarealsoreviewedanddiscussedinthisChapter.
3-2 CIVIL AnD UtILItIes
3-2.1 GradingandDrainage
3-2.1.1 General
3-2.1.1.1 Sitesshouldbedevelopedforpositivedrainageawayfromallbuildingareas.Sitedrainageshouldbeaccomplishedbysheetdrainage,preferablyoverturfareasorothermeansoferosioncontrol,especiallyadjacenttofoundations.\3\Avoidsheetdrainageoversidewalkstopreventicyconditions./3/Useofonsiteditchesandchannelsforconveyanceofsurfacewaterwillbeminimized.Extremelyflatsitesonwhichitisnotpracticaltoestablishsufficientelevationdifferencesforoverlanddrainagemayrequireuseoflocalizedstormsewersandcatchbasinstoconveystormwaterflow.
3-2.1.1.2 Ingeneral,allsitesnowrequiredetention/retentionofstormwatertomeetthestandardsoflocalorstatewaterresourcesagenciesresponsibleforregulationofsurfacewaterdischarges;designswillcomplywithlocalrequirementsforreleaseofstormwaterfromthesite.Governmentinstallationswithapublicworksdepartmentmayhaveadoptedinstallationspecificdrainagerequirements.
3-2.1.1.3 \3\BalanceofCutandFill.Sitedesignshouldbalancethequantityofcutandfill.Balancingcutandfillcreatesamorepleasingtransitionoftheregradedareasintothenaturalsiteandminimizesthecostsofhaulinginadditionalfillorremovinganddisposingofextracut.Cutdisposalshouldbesenttoaregulatedorinstallationlandfillduetoliabilityissueswithpossiblecontaminationeitherwiththesoilbeingdisposedorofthereceivingsite./3/
Figure 3-1 ARRTC VOQ,
Ft. McCoy, WisconsinIN
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3-2.1.2 StormWaterQualityandControl
3-2.1.2.1 Thestormwaterrunoffratefromthesiteshouldtypicallybeheldtoitspredevelopedrate,utilizingon-sitedetentionorretentionfacilities.Surfacepondsordepressionsshouldbedevelopedwhicharecapableofstoring,bydetentionorretention,therequiredamountofwater.
3-2.1.2.2 Ifthesitetobedevelopedhasbeenacquiredonthecommercialmarketandispartofalargeroveralldevelopmentscheme,itmaybepartofaregionalpondingsystemdesignedforstorageoftheincrementalincreaseinrunofffromtheoveralldevelopment.Insuchcases,theincrementalrunoffincreasefromthesitewillbeverifiedwiththelocalwaterresourcesregulatoryagencytoensurethatitiswithintheparametersoftheregionalponddesign.
Figure 3-2 ARRTC VOQ,
Ft. McCoy, Wisconsin3-2.1.2.3 Undergroundorsubterraneanstormwaterdetentionfacilities,orpondinginparkingareas,aremeasurestobeusedonlyifspaceisnotavailablefortheconstructionofsurfacestoragefacilities.
3-2.1.2.4 Oneofthesustainabledesignconsiderationsrecommendsthatthestormwaterplanadoptedforthesiteresultsina25%decreaseintherateandquantityofstorm
waterrunoff,iftheexistingimperviousareaofthesiteisgreaterthan50%ofthesite.Thiswouldrequireon-siteretention,notonlydetention,andmaynotbepossibleinallcases.
3-2.1.2.5 Anotherrecommendedsustainabledesignmeasureistreatmentsystemsforstormwaterqualitytoremove80%oftheaverageannualpost-developmenttotalsuspendedsolidsand\2\40%/2/oftheaverageannualpost-developmenttotalphosphorus.ThisistobeimplementedbyinstitutingBestManagementPractices(BMPs)asoutlinedinEPA’s“GuidanceSpecifyingManagementMeasuresforSourcesofNonpointPollutioninCoastalWaters”(EPA-840-B-92-002).Thedesignmethodologiesfordeterminingpercentremovalsaregenerallyhighlyempiricalandnostandarduniversalmethodhasbeenadoptedforthispurpose.Therefore,thelocalgoverningwaterresourcesregulatoryagencyorwaterresourcesdepartmentoftheGovernmentinstallationdirectorateofpublicworkswillbeconsultedregardingacceptabledesignmethodologiesforsurfacewaterqualitytreatmentondevelopingsites.Thesepreferredlocalmethodologiesshouldbeimplementedforsitedesign.Onsomefacilities,thesiteisnotprovidedwithapositiveoverlanddrainageoutletandadditionalsiteareamayberequiredfordevelopmentofinfiltrationpondssizedtoaccommodatetheincrementalincreaseinsiterunoff.
3-2.1.3 TemporaryMeasures
3-2.1.3.1 TemporarydrainagemeasureswillbeimplementedtoprovideforerosionandsedimentcontrolaccordingtotherequirementsoftheNationalPollutantDischargeEliminationSystem(NPDES)program,asimplementedandenforcedbytheresponsible
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stateorlocalagencies.Donotassumethatiflessthan1acreisbeingdisturbedthatNPDESorsomeotherpermitisnotrequired.Eachstateandmanylocalagencieshaverequirementsforerosionandsedimentcontrol;theserequirementsshouldbeobtainedandimplementedeitheraspartoftheconstructiondocumentsorasarequirementforactionbytheconstructioncontractor.Thedesigneristypicallytaskedwithpreparingpreliminarypermitpaperworkforcompletionbytheconstructioncontractor.
3-2.1.3.2 Specifictemporarymeasurespreferredbythestateorlocalwaterresourcesregulatoryagenciesmayneedtobeimplementedtomeetsite-specificrequirements.Temporaryseedingandmulchingofexposedareasmayberequiredinadditiontoinstallationofspecificfacilitiessuchassiltfences,sedimentationponds,filtrationbeds,andripraporslopeprotection.Suppressionoffugitivedustfromearthworkoperationsshouldalsoberequired.
3-2.1.4 StructuralFeatures
3-2.1.4.1 Structuralfeaturesfordrainagefacilitieswillgenerallybeconstructedofreinforcedconcrete,andaretypicallyavailablefromprecastconcretesupplierslocaltotheprojectarea.Gratesandmanholecoversandframesandotherappurtenanceswillbeeitheradurableironcastingorgalvanizedsteelconstructionaccordingtomaterialsanditemslocallyavailable.Somesitesmaybelocatedinareaswherethesoilandwaterarecorrosivetoconcreteandmetal.Inthiscase,polyethyleneorothersyntheticpipeanddrainagestructurematerialsmaybedesirableforuse.
3-2.1.4.2 IncorporationofstateDepartmentofTransportation(DOT)orGovernmentinstallationpublicworksdrainagestructuredetailsisadvisable,sincethesearegenerallyfamiliartocontractors,municipalities,androadwayagenciesnearthesite.
3-2.1.4.3 StructuralfeatureswillbeabletowithstandappliedvehicleloadingsintheirparticularGovernmentinstallations.
3-2.2 Utilities
3-2.2.1 SanitarySewer
3-2.2.1.1 Sanitarysewersincludetheservicepipeandstructuresfromthebuilding(s)totheavailableutilitystuborconnectionpoint.Thepreferredpipematerialforon-sitesanitarysewerisPVCpipe.Ifextremelydeepburialorheavyloadsareencountered,thepipemaybeinstalledinasteelcasingorthepipetypechangedtocement-linedductileironpipe.Sanitarysewercrossingsofcriticalinternalroadways,whichshouldnotbedisturbedoropencutinthefuture,shouldbecrossedusingasteelcasingaroundthesanitarysewerpipe.Thepipesectionandbeddingshouldbedesignedtowithstandtheappliedloadsatitslocation.
3-2.2.1.2 Sanitarysewermanholeswillbeconstructedofprecastconcretewithcastironcoversandframes.Clean-outswillbelocatedatbendsorchangesingradeonanyserviceline.Thejunctionofoneormoreservicelinesandtheresultingdownstream
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sewerlateralshouldrequireamanhole.
3-2.2.1.3 Verifythecapacityrequirementsforconveyanceandtreatmentforthesanitarysewerutilitysystemtowhichtheprojectisconnected.Ingeneral,privateormunicipalutilitysystemswillrepresentthatthedownstreampipesandsewersareinserviceableconditiontomeettheneedsoftheproject;theutilitycompanymaintenanceandreplacementprogramistraditionallyfundedbyTenantconnectionchargesandusefeestopayformaintenanceandupgrading.
3-2.2.1.4 OnGovernmentinstallations,wherein-placesanitaryseweristobeincorporatedintotheproject,itmaybeadvisabletoconductatelevisioninspectionofthesanitarysewertoverifyitsserviceabilityfortheproposedproject.Ifthelineisnotinserviceablecondition,itsreplacementorrehabilitationwillberequired.TheUsingServiceandUSARInstallationwilldeterminewhoisresponsibleforthatwork.Governmentinstallationpublicworksutilitiesmaynothaveimplementedorbudgetedforsanitarysewerutilitymaintenanceorupgradeinallareasoftheinstallation.Verificationofthesewerserviceability,andimplementationandfundingofrepairsisrequired.
3-2.2.1.5 SanitarysewerservicingOMS/AMSAfacilitiesandwashplatformwillrequireoil/waterandgritseparation.Thisisaccomplishedbyinstallationofseparatestructureswithinthesanitarysystem.Coordinationwiththemechanicaldisciplineisrequiredtodetermineiftheseparatorstructuresaretobeinstalledwithinthebuildingfootprintoroutsidethebuilding.
3-2.2.1.6 CertainregionsareusingmechanicalwaterandcontaminantseparatorsandthelocalRegionalReadinessCommandenvironmentalandconstructioncoordinatorsshouldbeconsulted.
3-2.2.2 WaterMain
3-2.2.2.1 Watermainsincludetheon-sitebuildingservicesfordomesticandfireprotectionpurposesfromthebuilding(s)tothewatermainsystemstuborconnectionpoint.Interiorloopingofthesystemforfireprotectionmaybedesirable.
3-2.2.2.2 Watermainsizingforfireprotectionpurposeswillbebaseduponflowandpressurerequirementsforon-sitehydrantsandbuildingfiresuppressionsystems.Itisrecommendedthatthefireprotectionmainbenosmallerthan8in(200mm)diameter,andthestandardhydrantleadnosmallerthan6in(150mm)diameter.On-sitewaterstoragereservoirsand/orfireboosterpumpsmayberequiredforsiteslocatedinareasoflowsystempressure.
3-2.2.2.3 Verifywithlocalfireprotection,utilityandbuildingofficialswhetherindependentdomesticandfirefeedsexternaltothebuildingarerequired,orifasinglefeedcanbeseparatedinsidethebuilding.Therequirementsforindicatorvalveswillbeverifiedwithlocalbuildingandfireprotectionofficials,orwithGovernmentinstallationfiredepartmentsandpublicworksdirectorate.
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3-2.2.2.4 Ingeneral,on-sitefireprotectionandwatersupplysystemvalves,hydrantspacing,andsizingshallbeinaccordancewithUFC3-600-01.Preferredwatermainpipematerialsarecorrosion-resistantmaterialssuchasPVCpipe,orductileironpipewithcorrosionprotectionandcathodicprotection,ifrequired.Pipesectionsandbeddingshallbedesignedtowithstandappliedloads.Crossingsofcriticalinternalroadways,whichshouldnotbedisturbedoropencutinthefuture,willutilizeacasingaroundtheunderlyingutilitypipe.
3-2.2.2.5 Firehydrantflowtestsonthesupplyingwaterutilitysystemshouldbeconductedattheearliestpracticaldatetodeterminepressuresavailabletotheprojectsite,andwhetherafirepumpwillberequired.Manywaterutilitiesarenolongerwillingtoreleasetheirowninternalhydrantflowdataduetoliabilityconcerns.Insuchcases,contractingwithalocalfireprotectioncompanyorconsultingengineertoconductflowtestsmayberequired.
3-2.2.2.6 Coordinatewiththewaterutilitytodeterminemetertypeandinstallation.\3\ UFC3-400-01requirestheutilitiestobemonitoredthroughconnectiontoabasewideenergyandutilitymonitoringandcontrolsystemdirectlyorviathebuildingHVACcontrolsystem,thismayrequireinstallingameterseparatefromthebillingmeter./3/
3-2.2.3 NaturalGas
3-2.2.3.1 Thegasutilitiesconsistoftheinternalgasdistributionandservicepipesandcontrolsservicingthesitefromthebuilding(s)tothegasutilityconnectionpoint.Thegasutilityserviceindustryiscompetitiveincertainservicelocationareasandmorethanonesourceofservicemaybeavailable.
3-2.2.3.2 Gascompaniesnormallyprovidesomeamountofservicelineandmetersetatnocharge,especiallywhentheprojectedvolumeofgasuseandresultantutilitychargeswilljustifytheexpenditure.Furnishestimatedgasservicerequirementstotheutilityandrequesttheyexaminetheconstructionrequirementsanddemandofthesitetomakeacostdeterminationforanyconstructionofserviceforthesite.Iflongeron-siteservicelinesarerequired,verifywhethertheyaretobeconstructedbytheutilityoraspartoftheconstructioncontract,andensurethatanychargestobepaidtotheutilityareincludedinthecontractor’srequirements.
3-2.2.3.3 \3\ UFC3-400-01requirestheutilitiestobemonitoredthroughconnectiontoabasewideenergyandutilitymonitoringandcontrolsystemdirectlyorviathebuildingHVACcontrolsystem,thismayrequireinstallingameterseparatefromthebillingmeter./3/
3-2.2.3.4 ManyoftheGovernmentinstallationgassystemshavebeenprivatized;serviceandconnectionproceduresarenormallythesameasthecommercialmarket.
3-2.2.4 OtherUtilities
3-2.2.4.1 ProjectsonGovernmentinstallationsmayhaveaccesstoadistrictheating
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system.
3-2.2.4.2 SeeSection3-10belowfortelecommunicationsandelectricutilities.
3-2.3 RoadsandPavements
3-2.3.1 PavementTypes
3-2.3.1.1 TheprimarypavementsandsurfacingsforUSARsitesareasphaltconcrete(ACorbituminous),Portlandcementconcrete(PCC),andaggregate.ACisnormallyusedforPOVandMEPareas.Inmostareas,ACwillbecheaperthanPCC;however,someareasmayhavesupplyorqualitycontrolissuesthatfavorPCC;thisshouldbeinvestigatedforeachsite.
3-2.3.1.2 TrackedvehicleparkingandmaneuveringareaswillrequirePCCoraggregatesurfacing.Areasofhighturnoverof
heavyequipmentvehicleparking,orofconcentratedvehicleturningmovementsandmaneuvering,shouldreceivePCC.\3\Trackedvehiclemaneuveringareasincludethevehiclepathfromthetrackedvehicleparkingpadlocationtotherepairbuildingapron./3/
3-2.3.1.3 OtherareasthatnormallyrequirePCCareapronsforOMS/AMSA/DS/GSbuildings,washplatforms,fuelingplatforms,loadingdockparkinganddrives,anddumpsterpad/pickupzones.Someaccessapproaches,andheavilyuseddrivesorstreets,maymeritconsiderationforPCCpaving.\3\/3/
3-2.3.1.4 Itisrecommendedtoadaptpavementspecificationstothestate’sDepartmentofTransportation(DOT)StandardSpecificationsforRoadwayConstruction.LocalpavementmaterialssuppliersandpavingcontractorsarelikelytohavestateDOTcertificationsformaterialsources,screenplants,batchplants,transporters,andpaversusedforpavementmaterialproductionandplacement.
3-2.3.1.5 ACpavementmixesshouldberelativelystifftopreventwheelruttingorsurfaceravelingduringheavyuseandperiodsofhightemperatures.ThestateDOThighwaymixesshouldaddressthissituation.Insomecases,thestiffermixmayhaveacoarsersurfacefinish,butitsstrengthandserviceabilityadvantagesarepreferred.
3-2.3.1.6 Pavementsoraggregatesurfacingmayrequiresubgradeimprovementmeasurestolimitruttingorbreakupoversoftersubgrades.Soilreplacementisthepreferredsubgradeimprovementoption,butgeotextilesshouldbeconsideredwheretheimprovementexcavationwouldbedeeportheareaofneededimprovementextensive.ObtaintherecommendationsofalocalgeotechnicalengineerortheGovernmentinstallationpublicworksdepartment.
3-2.3.1.7 Useofrecycledaggregatesforbasematerialsandpavementmixaggregatesshouldbeallowedasarecycling/sustainabledesignmeasure.StateDOTspecificationprovisionsforrecycledaggregateshouldbereviewedforrestrictionsorlimitationson
Figure 3-3 USARC, Camp
Parks, California
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use.
3-2.3.1.8 ProvidepaintedstripinginPOVandMEPareas,andelsewhereasneeded.
3-2.3.2 CurbandGutter
3-2.3.2.1 Useofcurbandgutterisnormallyminimizedfordrainage,grading,andmaintenancereasons.However,useofcurbandguttermaybedesiredtochanneltrafficflowataccesspoints,criticalon-siteintersections,orinareasinwhichvehicletrafficneedstobestrictlyseparatedfrompedestriantrafficorparkingareas.Curbandgutterareoftenusedtodefinethemorepublicoradministrativeareasofafacility(trainingcenter)ortoprotectlandscaping.
3-2.3.2.2 Inareaswhereanumberofadjacentaccessibleparkingspacesareprovided,thedesignershouldconsideruseofa“ribbon”typeorflatcurbattheseaccessibleparkingspaces,sothatmultiplecurbrampsareeliminated.Thiswilleliminaterepetitivedipsandrisesinthesidewalk.
3-2.3.2.3 Anycurbandguttershouldbeconstructedofconcrete.Integralcurbandgutterisstronglypreferredwheredrainageisbeingconveyedalongthegutter.Curb-onlysectionsmaybeusedwheredrainageisdirectedawayfromthecurb.Wheresubstantiallengthsofsidewalkarelocatedalongthebackofthecurb,considerationshouldbegiventousinganintegralsidewalk/curbsection.
3-2.3.3 SidewalksandAprons
3-2.3.3.1 SidewalkswillbeprovidedfromallbuildingentrancestothePOVandMEPareas;sidewalksintheparkingareasshouldbeavoided.Sidewalksshouldalsobeprovidedalongnaturalpathsthroughunpavedareas.
3-2.3.3.2 Sidewalksandapronsshouldbeconstructedofconcrete,andshouldbeofwidthstocomfortablyaccommodateanticipatedtraffic.Sidewalksimmediatelybehindacurbataparkingareashallaccommodatevehiclebumperoverhangifwheelstopsarenotprovided.
3-2.3.3.3 Sidewalkfinishesshouldbecoordinatedwitharchitecturalandlandscapedesignforspecialjointpatterns,finishesandcolors.Thetypicalsidewalkfinishshouldbealightlybroomedtexture.
3-2.3.3.4 Specialpedestrianorrampdetailsandfinishesshouldbedetailedontheconstructiondrawings.PedestrianrampdetailsutilizedbymunicipalitiesorGovernmentinstallationpublicworksdepartmentsmaybeutilizedforconsistentappearanceorforeaseofconstruction.
3-2.3.3.5 Apronsshouldbesizedtoallowparkingofatleastonevehicle;theapronsizewilldependuponthetypicalvehiclesforthelocation.Apronsatloadingdocks,dumpsterpadsandwashbayplatformsshallbesizedtoincorporatetheareasinwhich
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concentratedwheelturningmovementsofheavyvehiclesortrucksoccurandwhereheavywheelloadsrepeatedlyoccur.Apronsoutsidemaintenanceshopsworkbaysmustbeconcrete,and36feet(11meters)long.
3-2.3.4 AdditionalPavingConsiderations
3-2.3.4.1 Somerecommendedsustainabledesignmeasuresareintendedtoreduceheatislands,includinguseoflight-coloredmaterialsforimpervioussurfaces,oropengridpavementsystems.Opengridmodularpavingunitsareavailableonthecommercialmarketandmaybeinvestigatedforuse,buttheavailabilityandcostofthesesystemsmayvarywidelybasedonlocale.Practicalityandserviceabilityofthistypeofsysteminsnowareasshouldbecarefullyconsidered.
3-2.3.4.2 Specialaggregates,toppingsandcoatingsotherthantypicalmaintenanceitems(sealcoatings,sealers)maybeconsidered,butthesemayhavehighinitialormaintenancecosts.PCCislightincolor,butusuallyintroducesasubstantialcostincreaseoverACpavement.Alternatepavementdesign,suchas“resinmodifiedpavement”maybeusedinspecialcasesif,costcontrolandqualitycontrolparameterscanbeachieved.Resinmodifiedpavementissuitableforfuelresistanceonapronsthatarenearlyflat.Machinefinishedpavementisslickwhenwet.
3-2.4 CivilLayout
3-2.4.1 RoadwayGeometrics
3-2.4.1.1 TurningradiiandneededtrafficclearancesshouldbecheckedforadherencetotheAT/FPrequirementsforspacingandsetbacksatbuildings.Considerationindesignshouldalsobegiventotheusingvehiclesfromoff-sitesources,suchasdeliverytrucksandmaintenanceorservicevehicles.
3-2.4.1.2 GeometricsattheaccessdrivewillneedtobecoordinatedwiththeagencyresponsibleforthepublicorGovernmentinstallationroadwaywhichisbeingaccessed.Ifoff-siteroadwayimprovementsforaccessareneeded,thegeometricswillneedtocomplywiththedesignstandardsoftheresponsibleroadwayagency.
3-2.4.1.3 GeometricsmaybeusedtochanneltrucktrafficawayfromPOVparkingareasbyinstallingopeningsandradiisuitableonlyforthePOVtraffic.One-waytrafficandcorrespondingroadwaygeometrymaybeusedtostrictlycontroltrafficpatternsonsomesites.
3-2.4.2 SlopesandSetbacks
Figure 3-4 USARC, Camp
Parks, California
3-2.4.2.1 Slopeswillpromotepositivedrainageandmaintainablesurfacesforlandscapefeatures.Iflandscapedareaslopesapproach2.5horizontalto1.0vertical,considerationshouldbegiventouseoflowretainingwalls(modularconcretewallsystemsareefficientforlowwallsoflimitedlengths).
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3-2.4.2.2 TypicalstateDOTroadwayslopedesignlimitationsshouldbemetwithconsiderationforparkingandmaneuveringrequirementsofmilitaryequipment.Muchofthemilitaryequipmentmaybeclassifiedasall-terrain,butoneofthepurposesofMEPandOMS/AMSAfacilitiesistoprovideforeaseofparkingandmaneuveringformaintenancepurposesorloadingfortransport.
3-2.4.2.3 SetbacksshallmeetAT/FPrequirementsandconform,ifpractical,tolocalzoningrequirementsorGovernmentinstallationdesignguidanceinordertobecompatiblewithneighboringfacilitiesanduses.
3-2.4.3 UtilityClearances
3-2.4.3.1 Utilityclearancesshallprovideforsafelong-termoperationandmaintenanceofutilities,preventinterferenceofoneutilitywithanother,andmeetpublichealthorsafetyrequirements,suchasminimumseparationofsanitarysewersandwatermains.Specialdesigns,suchaspipeencasement,insulationorisolationmayberequiredwhereutilitiesarecloser.Thismayoccuronsitescontainingin-placeutilitiesthatcannotbefeasiblyrelocated.
3-2.4.3.2 Utilitycompaniesshouldbecontactedforspecialrequirementsforutilityseparationbeyondtypicaldesignvalues.
3-2.4.4 DrivewayandParkingLayouts
3-2.4.4.1 POVparkingshouldbearrangedtominimizepedestriantrafficthroughrowsofparkedcars.TheauthorizedareaforPOVparkingisnormallycalculatedtoprovidespacesforamaximumof80%ofTenantsonthelargestdrillweekendatanallowanceof3SY(29.3sqm)perspace.Layoutsmustbeefficienttoprovidethedesirednumberofparkingspaces,and90degreeparkingispreferredto45or60degreeparking,unlesssiterestraintsdictateangledparking.\3\Spacesformotorcycleparkingshouldbeconsidered,thesespacesrequireconcretepavementwithappropriatesignageandmarking./3/
3-2.4.4.2 MEPparkingmaybemoreefficientlyaccommodatedwitha45or60degreeangledparkinglayoutduetothesizeofsomevehicles,andthevariationsinsizesamongthevehicles.DesignershouldreviewparkinglayoutswithTenantstooptimizeparkingandmaneuvering.TheMEPareaisbasedonanauthorizationof50sy(41.8sqm)pervehicle,andgenerallyisprovidedfor60%oftheunitvehicles,or10%ofthevehiclessupportedbyanAMSA.Therefore,theauthorizedMEPareawillnottypicallyaccommodatealloftheTenants’vehicles,andsomewillbestoredatanECS.
3-2.4.4.3 Atvehicleaccessdrivewaystokitchen,unitstorage,mechanical,workbays,andsimilarspaces,AT/FPrequirementsdictatethataremovablephysicalbarrierbeprovided.Thiscanbeaccomplishedwithgates,removablebollards,largechainsbetweenbollards,orsimilardevices.Allsuchbarriersmustincludelockingprovisions.ReviewwithTenants,USARInstallationandProvostMarshal.
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3-2.5 Fencing
3-2.5.1 ChainlinkorothersecurityfencingisalwaysprovidedaroundtheMEParea,andmaybeapprovedbytheUsingServiceforotherareas.Ifthebudgetallows,considerfencingtomatchthesurroundingarchitecturalcharacter.Alsoconsiderfencingattractivenuisancessuchaspondingareasthatwillholdstormwaterforappreciablelengthsoftime;suchfencingdoesnotnecessarilyhavetomeetphysicalsecurityrequirementsforsecurityfencing.MostTenantspreferthatfencesarelocatedinastripofrockmulchorsimilarsurfacingtoavoidtheneedtomaintaingrassorplantingsalongthefenceline.
3-2.5.2 Thestandardchainlinksecurityfenceisaminimumof7ft(2140mminheight,with6ft(1830mm)offenceandthreestrandsofbarbedwiretotaling1ft(310mm)above,slopedoutboard.Fencesofothermaterialsprovidingsimilarsecuritymaybeconsidered,butshouldbereviewedwithUSARInstallationsecuritypersonneltoverifytheymeetphysicalsecuritycriteria.Themaximumallowabledistancefromhardgroundtobottomoffenceis2in(50mm).A“clear”areaalongbothsidesofthefenceistypicallyrequired;thisareagenerallyextendsfor10feet(3meters)oneachsideofthefence,butthedistanceshouldbeverifiedwithUSARInstallationpersonnel.
3-2.5.3 Vehiclegatesmaybeswingingorrolling,basedonTenantpreference,butrollinggatesmustmaintainthemaximumheightaboveground.Itmaybenecessarytoincorporatea“speedbump”atthegateinordertoensurethebottomofthegatedoesnotexceedthemaximumheightabovethepaving.Poweredgatesarenotnormallyprovided.
3-2.5.4 Fencesmustbeelectricallygrounded.
3-2.6 WashBays
3-2.6.1 Washbaysformilitaryequipmentmaybeauthorizedintheprojectdocuments,orrequestedbytheTenantsforACSIM-ODRapproval.
3-2.6.2 Innorthernlocations,washbayswillnormallybelocatedwithinanOMS,AMSA,orDS/GSbuilding.Noadditionalbayswillbeauthorizedduetocost,sooneormorebaysmustbeabletobeseparatedfromtheotherswithretractablecurtains.Providewetserviceelectricalsystemsinsuchbays.
3-2.6.3 Inwarmerclimates,washbayswillnormallybeexteriortothemaintenancebuilding.Insuchcases,thedesignermustaddresscollection/treatmentofgraywaterandpreventionofstormwaterentrytosanitarysewers.\3\LocalEPAcriteriamustbecompliedwithandcouldrequiresolutionsvaryingfromaroofedstructure,toaroofedstructurewithwallsalongthelongaxisorultimatelytoafullyenclosedstructure./3/
3-2.6.4 Aconcretepadwillbeprovidedatexteriorwashbays,andcontainmentcurbsordepressionoftheslabshouldbeprovidedtocontrolgraywater.\3\ /3/
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3-2.6.5 ThedesignershouldverifywhetheranypackagepressureorheatingwashsystemwillbeTenant-suppliedorapartoftheconstructioncontract.Ifsuchasystemisportable,itwillbenecessarytoprovidesufficientstoragespacetoaccommodateitinthemaintenanceshop.Thedesignerwillverifythatsufficientpowerisprovidedforsuchsystems.
3-2.6.6 Considerationshouldbegiventorecyclingofgraywater,possiblywithapackagesystem.Cost,sustainabledesigngoals,andwateravailabilitywillbefactorsintheconsideration.Ifprovided,aheatedbuildingfortheequipmentwillbeprovidedwhereclimaterequires.
3-2.6.7 \3\ThefacilityshouldbeprovidedwithanelectricalservicereceptacleinappropriatewaterproofNEMAdeviceoneachsideofthewashbaytosupportmiscellaneouselectricalrequirementsbeyondthepressurewasher.Theinteriorofthefacilityshallalsobelittosupportlowlightperiods,evenlydistributethelighttoestablishaminimumof40fc,placefixturessuchthatsides,frontandbackofthevehiclesareilluminated.Allelectricalsystemsshouldbedesignedforwetservice./3/
3-2.6.8 \3\Waterprovidedtoexteriorwashbaysshallbeprovidedbyfreezeprooffixtures.Investigateplacementofworkbayfacilitynearheatedfacilitiestoincreaseabilitytoprovidehotandcoldwatertosupportthecleaningoperationminimizingwaterlinefreezing.Wherefreezeproofyardhydrantswithdrainholesareprovidedthewaterpipingsupplyingthesefixturesmustbeprotectedwithabackflowdevice,thevacuumbreakeronthehydrantisinsufficientprotection./3/
3-2.7 LoadingRamps
3-2.7.1 Loadingrampsformilitaryequipmentmaybeauthorizedintheprojectdocuments,orrequestedbytheTenantsforACSIM-ODRapproval.Ifso,COEhasastandarddesignforabi-levelloadingrampthatdesignersmaywishtoobtain.
3-2.7.2 LoadingrampsshouldbeadjacenttoorwithinanMEP.Sufficientmaneuveringroommustbeprovidedforbothtransportandloadingvehicles.Thenecessaryamountofpavingmaynotbepartoftheprojectpavingauthorizationorconstructionbudget;theseadditionalcostsmustbeidentifiedandapprovedbytheUsingService.
3-2.7.3 Iftrackedvehiclesaretobeloaded,thedesignmustprovideforconcreteoraggregateapproachesandcirculationpathstoappropriateroadsorparkingareas.
3-2.8 \3\MKTandCKPads
3-2.8.1 MobileKitchenTrailer(MKT)padsarereinforced30ftby30ftpadwithabrushedfinish.Provideconnectionforelectricalsupportofthemobilekitchen.CoordinatepadlocationwithTrainingCenterkitchen.MKTpadmaybelocatedwithintheunobstructedspacesincetheMKTisusedduringdrilltimesthenreturnedforstorageintheMEP.WasteandpotablewaterrequirementsoftheMKTcanbehandled
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bytheTrainingCenterKitchen’scanwash.
3-2.8.2 ContainerizedKitchen(CK)arenotcurrentlybeingdeployedwithintheArmyReserve.IfafacilityreceivesaCK,questionsshouldbeaddresseddirectlytotheLouisvilleDistrictArmyReserveSupportTeamTechnicalStaffforresolution./3/
3-3 LAnDsCAPe ARCHIteCtURe
3-3.1 Qualityplanninganddesignarethebasisforlandscapearchitecturalimprovementsthatreinforcethevision,character,theme,andfunctionalrequirementsofsitedesign.Environmentalconditions,sustainabledesign,historicalcontextandaspectsofconservationcaninfluencetheselectionofmaterialsandthedesignofasite.
3-3.2 LandscapedesignandmaterialsmustreflectanunderstandingoftheguidelinesoutlinedintheDepartmentofDefense’smostrecentForceProtection/Antiterrorismmanual.Selectionofdeciduous,coniferousand/orherbaceoustrees,shrubs,andgroundcoversmustberesponsivetoaspectsofmaintenance,xeriscape/irrigationconcerns,year-roundcolorandvisualimpact,simplicityofdesignandvalue-addedbenefitstobederivedbylandscapeinstallation.
3-3.3 Appropriateplantingdesignincorporateslandscapesthatpositivelymodifymicroclimaticconditions,provideshabitatforwildlifewheredesirableanddetersunwantedfaunawhenappropriate.Plantmaterialselectiondependsuponasfoundsoils,plantcommunitiesandhydrologicalconditions.Wheneverpossible,effortsshouldbemadetoincorporateresourcemanagementpractices,topreserveexistingstandsofmaturelandscape,andtoutilizeindigenousplantingsandnativegrasses.
3-3.4 Sitefurnishingsandrelatedamenitiesneedtoaddressissuesofvandalresistance,minimalmaintenance,andhandicappedaccessibility,andshouldbecoordinatedinamannerthatreflectsthearchitectureandcontextinwhichthefacilityissituated.Whilenotall-inclusive,thefollowingsitecomponentsmaybeconsideredtocomplementlandscapingwhendesigningoutdoorspaces:facilitysign,flagpoles,tablesandchairsforoutdoordining,benches,trashreceptacles,ashurns,bikeracks,bollardposts,treegrates,appropriatemulches,fencingandtrashenclosuresforscreening,shelters,andspecialtypavingsurfacesforaccentandfocus.
3-3.5 Ataminimum,lightingshouldbeincorporatedatallfacilitiesforfunctionalandsafety/securitypurposes.Lightingmaybebuilding-mounted,pole-mountedorground-mounted.Lampsforaccent,ornamentationandfocus,whenconsidered,mustaccommodateaconsistentvisualcharacter,bevandalresistant,andrequireminimalmaintenance.
3-3.6 Signagesupportedbysitefurnishings,plantmaterialsandlightingprovidesbothimmediateandsubtlereferencestoreinforceaspectsofwayfindingatafacility.
Figure 3-5 USARC,
Sacramento, California
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Signsserveinformational,interpretive,directional,andregulatorypurposes.Visualconsistency,scaleandclarityoforganizationpromoteacomprehensiveestheticatmainentrygates,facilityandbuildingentries,parkinglotsandalongpathsandroadways.
3-3.7 Utilitiesandinfrastructurerequiredforsupportofthelandscapeincludesubsurfacedrainagetocontrolhydrologicalaspects,waterlinestoaddressirrigationmechanicalsystemsneeds,andgasandelectricallinestosupplypowertositeamenitiesthatmaybeincorporatedaspartofacomprehensivesiteimprovementpackage.
3-4 FIRe PRoteCtIon / LIFe sAFetY
3-4.1 General
3-4.1.1 FireprotectionandlifesafetyareparamountinthedesignofUSARfacilities.Considerationshouldbegiventoexceedingminimumrequirementsincertaininstances.Forinstance,NFPA101allowssomeexitcorridorsinfully-sprinkledbuildingstobebuiltwithoutone-hourratings;thedesignermaywishtoprovideone-hourcorridorsbasedonthesizeofthebuilding,numberofoccupants,andeaseofexit.
3-4.1.2 InorderforafacilitytobeoccupiedbyDepartmentofDefensepersonnel,thedesignandconstructionmustmeetspecificrequirements.TheGovernment’sprimaryguidanceonbuildingcodes,fireprotectionandlifesafetyisUFC1-200-01.DesignandconstructionofUSARrealpropertyimprovementsshallcomplywithUFC1-200-01,andshallcomplywiththespecificapplicablerequirementsofIBC,NFPA101,UFC3-600-01andothercodesandstandardsthatarereferencedinUFC1-200-01.
3-4.1.3 SomeStateandlocalcodeandregulatoryagenciesmaynothavejurisdictionoverFederalGovernmentconstructiononFederalProperty.However,theUSARwishestocomplywithStateandlocalcodesandregulations,andtheExchangePartnerremainsresponsibleforsuchcompliance.Therefore,designandconstructionofUSARrealpropertyimprovementsshallalsocomplywithallcurrentandapplicableStateandlocalcodes,andwithallotherapplicablelawsandregulationsgoverningdevelopments,designandconstructionatthesite.Ifcertainofsuchrequirementsappearparticularlyonerous,orhamperArmyReserverequiredfunctionalityoftheproject,theExchangePartnermayrecommendtheGovernmentwaivetherequirementorimplementalesserrequirement.TheGovernment’sapprovalofsuchrecommendationsisnotassured.
3-4.1.4 Whereanyoftheapplicablerequirementsconflict,themoststringentshallgovern.Innocaseshallbuildingcode,fireprotectionandlifesafetyrequirementsbereducedbelowthoserequiredinUFC1-200-01andthisdocument.
3-4.1.5 AcomprehensivecodeanalysisanddrawingshowingallfireprotectionfeaturesisrequiredforallUSARconstructionprojects.TheDesignAgencyshallgiveastandardizedformatforcompletingandcertifyingtheanalysisandpresentationoffireprotectionandlifesafetyfeatures.Whencompletingthirdpartyprojectsthecontentoftheanalysiswillincludeananalysisanddrawingthatprovidesthefollowinginformation:
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Typeofoccupancy.Typeofconstruction.Locationoffire-ratedwalls,doorsanddampers,includingthosefor
hazardousareas.Exittraveldistances.Horizontalexits.Exitsignsandemergencylights.Occupantload/exitunitwidths.Automaticextinguishersystems.Firedetection/alarmdevices.Sprinkleredareas(asappropriate)
3-4.1.6 FireextinguishersshallbeprovidedperUFC3-600-01-whichstatestofollowNFPA101andNFPA10.Afireextinguisherisalsorequiredinarmsvaultsperparagraph4-2.12.9.PerNFPA10maximumtraveldistancetoanextinguisheris75feet.
3-4.1.7 IfafacilityauthorizationincludesaSCIF,theSCIFwillhaveasinglecontrolledpointofentry,mostlikelywithanelectroniclock.Ifnecessary,aseparateexit(orexitsiftwoarerequired)canbeprovidedtosatisfylifesafety/exitingrequirements.TheUSARsecuritypersonnelwillwantanysuchexitstoincludeanaudiblealarm,andpossiblyashortdelay,forsecurityreasons.Nohardwareshouldbeprovidedontheexteriorsideofsuchexitdoors.
3-4.2 FireSprinklerSystem
3-4.2.1 FiresprinklersystemdesignforUSARprojectsisnormallyaccomplishedthroughaperformancespecification,withthecontractor’sdesignengineerresponsibleforadetailedsystemdesign.ThedesigncriteriaidentifiedinUFC3-600-01mustbeconveyedtothecontractor’sdesignerinthecontractdocuments.NotethatthehosestreamanddesignareasforvarioushazardclassificationsaremorestringentthanNFPA13requirements.
3-4.2.2 Identifydesigndensitiesforwaterflowandsprinklertypesonaroom-by-roombasissohydrauliccalculationsmaybeperformed.Flowtestdatamustbeprovidedforthecontractortodetermineifthecostofoversizedpipingwillneedtobeincludedintheb�d.
3-4.2.3 UFC3-600-01requiresthateveryportionofasprinkledbuildingbesprinkled;itdoesnotallowexceptionsforcomputerorelectricalrooms,orarmsvaults.
3-4.3 FireAlarmSystem
3-4.3.1 AnaddressableClassBfirealarmsystemwillbeprovided,consistingofmanual\3\ dualaction/3/stationsatexits,combinationhorn/visualsignalslocatedinaccordancewithADArequirements,ductsmokedetectorsinair-handlingunitsasrequiredbycode,andmagnetichold-opendeviceswithsmokedetectorsforcorridorfiredoors.Thesystemshouldbeaddressable,zoned,non-codedandfullysupervised.
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3-4.3.2 Afirealarmriserdiagramwillbeprovidedintheconstructiondocuments.Thecontrolpanelshouldbefedfromapanelboardtoprovide120V,1-phase,2-wireplusgroundtothecontrolpanel.ThebreakertotheFireAlarmcircuitshallberedandhavealockingdevice.
3-4.3.3 AremoteannunciatorpanelshouldbeinstalledatanentrancedesignatedbytheTenant\3\andperNFPA72paragraph4.4.6./3/
3-4.3.4 AnykitchenequipmentbelowhoodsmustbeshutdownuponactivationofthekitchenfiresuppressionsystemperNFPA96.
3-4.3.5 Photoelectricsmokedetectorsarenotrequiredinsprinkleredfacilities;howevertheyshouldbeincludedinelectrical,telephoneandnetwork/ITroomsasaresultofcustomerspecificneeds.
3-4.3.6 Allwaterflowswitches,tamperswitchesandpostindicatorvalvesshouldbeconnectedtothefirealarmpanel.
3-4.3.7 \2\AudiblerequirementsshallmeetNFPA72paragraph7.4./2/
3-4.3.8 Allconduitsforfirealarmsystemshouldbe1/2inch(16mm)minimum.
3-4.3.9 Remotestationsignaltransmittershouldbeprovidedwithadigitalalarmcommunicatorcapableoftransmittingalarmandtroublesignalsovertelephonelines(telephonedialer)orradiotransmittertoaremotesecuritymonitoringstations/basefiredepartment.Verificationofcurrentpracticesforfirealarmsignalmonitoringattheexistingbase/siteisnecessary.
3-4.3.10 \3\\1\ MassNotificationSystemsinMilitaryConstructionProjects.Toreducetheriskofmasscasualties,theremustbeatimelymeanstonotifybuildingoccupantsofthreatsandwhatshouldbedoneinresponsetothosethreats.Massnotificationisdefinedasthecapabilitytoprovidereal-timeinformationtoallbuildingoccupants,orpersonnelintheimmediatevicinityofabuilding,duringemergencysituations.SeeUFC4-010-01/1/ andUFC4-021-01./3/
3-5 ARCHIteCtURAL
3-5.1 USARApprovedSystemsandMaterials Figure 3-6 AFRC, Greenville,
North Carolina3-5.1.1 TheUSAR,throughthedevelopmentofitsprojects,hasestablishedsomepreferredsystemsandmaterialsforthedesignandconstructionofUSARfacilities.Whenpractical,USARpreferenceisthatthesesystemsandmaterialsbeusedforallUSARfacilities.RecommendationsfordeparturesfromthesesystemsandmaterialsshouldbereviewedwiththeUsingService.
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3-5.1.2 ThepreferredexteriorwallconstructionisaninsulatedcavitywallofbrickorCMUveneerwithmasonry,\3\insulatedconcreteform,/3/orsteelstudbackup.\3\ /3/ Theinteriorfinishoftheexteriorwallwillbegypsumboardoverfurringorsteelstudsinfinishedspaces,andpaintedCMUinmoreutilitarianareas.
3-5.1.3 Preferredexteriordoorsarehollowmetalinhollowmetalframes,withaluminumdoorsinaluminumstorefrontsystemsformajorentries.Exteriorwindowsshouldbesteeloraluminumframeunits,orstorefrontassemblieswherelargeareasofglazingaredesired.
3-5.1.4 Thepreferredroofconstructionisaslopedstandingseammetalroofor50yearshingleexceptatthekitchen,wherealow-slope(“flat”)roofbetteraccommodatesthekitchenequipmentrooftoppenetrationsandequipment.Seeguidanceonstandingseammetalroofsystems(SSMRS)and50yearshingleinAppend�xK.LowsloperoofsareanacceptabledesignsolutionwhentheUsingAgencyandUSARInstallationapprove,orwherebudgetlimitationsdictate.Modifiedbitumenorsingle-plymembraneroofingwillbeusedforlow-sloperoofs.
3-5.1.5 Preferredinteriorwallsaresteelstudwithgypsumboardforspaceswhereamorepleasantfinishisdesired,orCMU.CMUwallsmaybeGMUorpaintedCMU.Considerationshouldbegiventospacefunctionandvolumeoftraffic;inhightrafficareasandareaswherewearandtearcanbeanticipated,itmaybedesirabletouseGMUifanicerfinishisdesired.ItmaybehelpfultoconsiderwearandtearinanUSARtrainingcentertobesimilartothatanticipatedinahighschoolorcollegebuilding,anduseinanOMStobesimilartoarepairgarage.
3-5.1.6 Interiordoorsshouldbeeithersolid-corewoodorhollowmetalinhollowmetalframes.Officesandsimilarspaceswithhigherlevelsoffinishshouldreceivewooddoors;moreutilitarianareascanutilizehollowmetaldoors.Thearmsvaultdoormustbea\3\GSAapprovedClass5-Avault/3/door.Doorsmusthaveaminimumclearopeningof3feet(900mm)inwidth.
3-5.1.7 Mostspaceswithceilingswillbesuspendedacousticaltile;theUSARpreferenceisfor24inchby24inch(600mmby600mm)tilestoavoidsaggingoftiles.Areaswherehigherhumidityisanticipatedshouldreceiveasuspendedgypsumboardceiling.Ceilingsforkitchenandshowerareaswillbesuspendedcementboardwithwaterresistantskimcoat.
3-5.1.8 Ingeneral,thematerialsandmethodsofconstructionproposedforuseonUSARfacilitiesshouldbeofhighqualityandwillhavebeenused(preferablybytheDesignAgency)inseveralprojectswhichcanberesearchedtoascertaintheproduct’sperformancecharacteristics.Materials,aswellasthedesign,shouldbeofgoodqualityandabletostandthetestoftime.
3-5.2 Image/Esthetics
3-5.2.1 BoththeexteriorandtheinteriorimageofUSARfacilitiesshouldreflect
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militaryvalues,suchasdignity,tradition,disciplineandorder.Atthesametime,theyshouldprovidetheTenantsafunctionalandcomfortableworkplace,andanatmospherewhichwillpromotefeelingsofprideandownership.
3-5.2.2 TheUSARisseekingalevelofstandardizationintheirbuiltfacilities,butarenotseeking“cookie-cutter”designsolutions.ManyofthespacesandfeaturesofthefacilitieswillbethesamethroughouttheUSARsystem,anddesignefficienciescanbegainedthroughreuseofstandardspacemodulesorgroupings.However,theDesignAgencyshouldseektogiveeachprojectitsownidentity,basedonTenantinputandlocal/regionalinfluences.
3-5.2.3 Theleveloffinishanddetailinatrainingcentershouldbeonethatwouldbeappropriateforanofficebuildingofgoodquality,withadditionalemphasisondurabilityandmaintainability.ForanOMSorAMSAbuilding,finishanddetailcanbemoreutilitarianinthemaintenanceareas,butsimilartoatrainingcenterintheofficeareas.
3-5.2.4 EachUSARfacilitywillhavetwo“Minuteman”plaques,oneforexteriordisplayandoneforinteriordisplay;theexteriorplaqueshouldbelocatedwiththe“U.S.ArmyReserveTrainingCenter”signage.Theseshouldbeinlocationsofmaximumvisibility.Considerationshouldbegiventodevelopinghigh-visibilitylocationsfortheTenantstodisplaytheirtrophiesandothermemorabilia.Incentershousingmorethanoneunit,individuallocationsmaybeappropriate.
3-5.2.5 Considerprotectivecontinuousbumpermoldingsandcornerguardsforcorridorsandotherhightrafficareastominimizedamagetowalls.Thecontinuousbumperswhenrequiredshouldbemountedatbaseheight.
3-5.3 RoomNumbering
3-5.3.1 TheDesignAgencyshouldworkwiththeUSARInstallationtodeveloparoomnumberingschemefortheconstructiondocumentsthatwillalsobefunctionalforthelateroperationandmaintenanceofthefacility.
3-5.3.2 Considernumberinglargerbuildingsbywings,i.e.,S104,W236.Considerusingletters,ratherthannumbers,forstairs,corridorsandsimilarspaces;theTenantsandmaintenancepersonnelrarelythinkofthesespacesasrooms,andgivingthemroomnumberscanbeconfusing.
3-5.4 StairsandElevators
3-5.4.1 Typicalstairsareconcrete-filledmetalpanconstruction,unlessamonumentalstairispartofthedesign.USARpreferswiremeshinfillpanelsforopenstairandlandingrails.Allstairs,includingfirestairs,shouldbenicelydetailedandfinished,inkeepingwithfinishesintherestoftheproject.
3-5.4.2 Elevatorsshouldmeetaccessibilityrequirements,andelevatorhooksandpadsshouldbespecifiedforoccasionalmovingoffurniture.\3\Elevatorsshouldbea
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minimumof2,000pound(900Kg)loadingcapacity./3/
3-5.4.3 ElevatorPowerSupply:RefertoSection3-10below.
3-5.5 DoorsandWindows
3-5.5.1 Windowsshouldbelocatedwherefunctionallyappropriateandasanelementofsustainabledesignfordaylightingpurposes.Considertheuseofoperablewindows,withscreens,foradministrativeandsimilarareas,forsustainabledesignreasonsandtoprovideventilationflexibility.Provideblindsorexteriorshadingtominimizeglare.
3-5.5.2 Daylightingstrategiesshouldbeconsideredfortheunitoradministrativecommonareas,corridors,assemblyhall,
lobby,workbaysandunitstoragearea.Duetosecurityconcerns,unitstoragedaylightingmayrequireclerestoryglazingorglazedblock.
3-5.5.3 CoordinatewiththeUSARInstallationtodevelopappropriatedoorhardwareandkeying.Therearesecurityrestrictionsprohibitingmasterkeysystems;thedesignershouldreviewkeyingrequirementswithUSARInstallationsecuritypersonnel.Weaponsareas,storageareas,andsecurespaces,ataminimum,willnotbepartofanymasterkeysystem.
3-5.5.4 Doorsinofficeandsimilaradministrativeoreducationalareasaretypicallysolid-corewood;doorsinmoreutilitarianareasmaybehollowmetal.Doorstoadministrativeareasmayhavelightsorsidelightsforsustainabledesignpurposes,andtoprovidevisibilityfortheTenantsandaviewintothespacefromthecorridors.Doorstoindividualofficesshouldnotrequireclosersorkickplates.
3-5.6 CagingandShelving
3-5.6.1 Wovenweldedwirefabriccagesaregenerallyrequiredinstorageareassuchasunitstorage,armsvault,toolsstorage,partsstorageandunheatedstoragebuildingstoprovideindividualunitstheabilitytosecuretheirequipment.\3\Thepartitionswillbe10-gaugesteelwire,1inby2in(25mmby50mm)wovenmeshweldedtoasteelframe./3/Framingshouldbeprovidedatstructuralsteel,pipes,ductsandotherobstructionsrunningthroughthepartitiontoprovidesecurityandtopreventintrusion
3-5.6.2 TheTenantsmaywishtocombineoneormoretypicalcagesintoalargercage,orsimplyprovideoneormorelargecagedareasdependingontheirequipmentstorageneeds.
3-5.6.3 Thetypicalsizeofaunitstoragecageis\2\8ftby12ft-2�n(2400mmby3650mm)./2/Doorsmaybe\2\singleswing,orbi-parting/2/,providingaminimumclearopeninginoneofthenarrowendsofthecageof\3\4ftby7ft(1200mmby2100mm)/3/.\2\Theminimumheightofthecageis9ft(2700mm)withawovenwirefabric
Figure 3-7 ARRTC VOQ,
Ft. McCoy, Wisconsin
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ceiling.Ifitismoreeconomicalorpractical,extendtheheightofthecagetotheroofdeckorfloorslababove.Ifceilingsareprovided,insurethatshelvingunitswillfitbothhorizontallyandvertically./2/
3-5.6.4 Cagesforarmsvault,toolsandpartsstorageandotherstorageareasmaybethesame\2\8ftby12ft-2�n(2400mmby3650mm)/2/moduleasthebasicunitstoragecage,ormaybetailoredtotheTenants’requirements.\3\Theonlydifferenceisthatarmsvaultdoorsare3ftby7ft(900mmby2100mm)./3/
3-5.6.5 Securityisakeyelementofthedesignofcages.Thecageframesshouldbenomorethan1in(25mm)fromthefloor\2\andnomorethan2in(50mm)fromwallsorceilings/2/.\3\ Allboltedcageframeconnectorsshouldbemadewithtamperproofhardwareinlieuofpeeningortackweldinginplace./3/Doorsshouldfittightlyintheirframesandwheretheymeet.Doorsshallbeprovidedwithtwopadlockhasps;thepadlocksshouldbespecifiedwithotherdoorhardware.Swingingdoorspadlockhaspsshallbeprovidedatthirdpoints\3\/3/.Doorsforvaultcagesshallbeoftheswingingtypeonly.SomeTenantspreferafewcageswithDutchdoors;securitypersonnelmaythinktheserequiresixpadlocks.Noopeningincagingoracagedareashallexceed96sqin(60,000sqmm);theleastdimensionshallnotexceed150mm(6in).Thisincludesspacesinthebuildingstructurewhenthecagingisextendedtothestructure,includingwebspacesofbarjoists.
3-5.6.6 Shelvingfortheunitstoragecagedareasisheavy-dutyopensteelshelvingunitswithfiveadjustableshelves.Theunitsaretypically4ftwideby2ftdeepby7fttall(1200mmwide,600mmdeepand2100mmtall).Shelvingformaintenanceshoptoolandpartsstoragecagesisthesamewidthandheight,but18in(450mm)deep.Theunitsmaybewiderthantheirnominalwidth,andtheDesignAgencymustensurethatthetypicalcagesareofsufficientsizetoaccommodatethreeshelvingunitsendtoend.Aminimumof6unitspertypicalcageisnormallyprovided,3alongeachside,butTenantsshouldbeaskedfortheirshelvinglayoutpreference.
Figure 3-8 Duffel Bag Cage Layout
3-5.6.7 Someunitsrequirespacefordufflebagstorageintheunitstoragearea.Dufflebagshelvingis\2\32�ndeepby48�nlong(800mmdeepby1200mmlong)with6shelvesevenlyspacesataminimumof14-1/2”clearbetweeneachshelf.Theoverallheightoftheunitwillvaryamongmanufacturers,butshouldnotexceed8ft(2400mm).Theupperheightlimitinsurestheshelvingwillfitintoa9ft(2700mm)minimumheightcage.Thebottomshelfshouldbe3inabovethefloor.Atypical8ft.by12ft.-2�n.(2400mmby3650mm)
cagecannotprovideasufficientaisleclearanceifshelvingunitsareplacedalongeachofthelongwalls.Toprovidethenecessaryclearance,combinetwoofthetypical8ftby12ft-2in(2400mmby3650mm)cagessidebysidetoprovidea16ftby12ft-2in
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(4800mmby3650mm)cage(SmallDuffelBagCagingLayout).Ifrequiredprovide3shelvingunitsalongeach12ft-2in(3650mm)side,and2shelvingunitsinthemiddleofthecage.FormorestorageareautilizetwoSmallDuffelBagCagingLayoutsendtoendtocreatea16ftby24ft.-4in(2400mmby7300mm)cage(LargeDuffelBagCagingLayout).Thislayoutallowsforsixshelvingunitsalongeachofthe24ft.-4in(7300mm)sidesandsixshelvingunitsinthemiddle.Byprovidingtwodoorsinthe16ft(4800mm)side,thesoldierscanenteronedoor,walkthroughthecagetopickuporreturntheirduffelbags,andexittheotherdoor.Eachshelvingunitwillaccommodate3duffelbagspershelfor15duffelbagspershelvingunit./2/
3-5.6.8 \2\See“TypicalCagingLayoutPlans”formoredetailsat:http://www.lrl.usace.army.mil/ed2/default.asp?mycategory=212./2/
3-5.7 \3\ DumpsterEnclosure-Reinforcedconcretedumpsterpadwithenclosureshouldbeofsufficientheightandsizetofullyscreenthedumpster(s).TheexteriormaterialofthedumpsterenclosureshouldmatchthesamematerialproposedontheexterioroftheTrainingCenter.Provideatleasttwobollardsintherearofthepadtoprovidestopsfordumpsterreturnplacementbytheremovalequipment.Providebollardstoprotecttheexterioroftheenclosure.Provideoperablegatestofullyscreenthedumpsterswithgatekeeperdevicestoholdcloseandtoholdopengatesinsupportofdumpsterequipmentoperation.
3-5.8 Flagpole
3-5.8.1 TheflagoftheUnitedStateswillbedisplayedoutdoorsatallArmyinstallationsperArmyRegulation840-10.AllArmyReserveCentersshouldhaveaflagpole.Typically,ArmyReserveCentersonArmyinstallationsdonothaveaflagpolesincetheArmyinstallationhasone,howeveraflagpoleshouldberequestedwhentheArmyReserveCenterissignificantlyremotefromthemainpartoftheinstallation.ArmyReserveCentersonmilitaryinstallationsotherthanArmyshouldrequesttohaveaflagpole.
3-5.8.2 Thestandardflagpolewillbetaperedmillfinishaluminum,fittedwithagoldanodizedfinish“ball”finial.Themountingdetailistobesimplewithaconcretebaseflushatgrade.Aconcreteorsustainablepaverpadmustbeusedwhenpolesarelocatedinlawnareas.Inplazaareas,flagpolelocationsandmountingdetailwillbeintegratedintothepavingpattern.Flagpolesmaybeaccentedwithplantingbedsaroundthebaseoftheflagpole.Theflagpoleshouldbelightedifitisdeterminedthattheflagwillnotberemovedatnight.Theheightoftheflagpoleisdependentonthesizeoftheflagflown,forArmyReserveCenterstheflagistypicallythefieldflag(6-foot8-inchhoistby12-footfly)whichwouldrequirea40footflagpole./3/
3-6 InteRIoR DesIGn
3-6.1 ArmyReserveApprovedMaterialsandSystems
3-6.1.1 Theapprovedfinishmaterialsforthevariousspacesaredescribed,byspace,
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inChapter4.Alistofapprovedfurnishingsforeachspaceisalsolocatedthere.
3-6.1.2 Flooring Figure 3-9 USARC, Camp
Parks, California3-6.1.2.1 Vinylcompositiontile(VCT)isthepreferredflooringinmostroomsforreasonsofeconomy,durability,easeofmaintenanceandresistancetostains.
3-6.1.2.2 Inareaswhereanupgradedappearanceisdesired,\2\carpettiles/2/isthe\3\standard/3/.\2\Carpettiles/2/a�d�nnoisereductionandreducesfatiguewhenstandingforlongperiods.Fiber,construction,andcleanabilitymustbeconsideredinselectionofcarpet\2\tiles/2/.Carpettilesaremoreeasilymaintainedandrequirereplacementonlyofdamagedportions.
3-6.1.2.3 Certainareasofthebuildingmayrequirespecialtyfloorings.Inrestrooms,ceramictileisnormallyusedbecauseofitshardsurface,easeofcleaning,andstainresistance.Inthekitchen,quarrytileisusedbecauseitisimpervioustowater,greaseandmostliquids.Inphysicalfitnessrooms,rubberflooringisusedforresilienceandresistancetoindentation.InNOCroomsandotherroomswhereelectricalequipmentisinuse,astaticdissipativetileisusedtoreducetheeffectsofstaticelectricity.
3-6.1.2.4 Otherflooringmaterialssuchasporcelainpaversareoccasionallyusedwhenanupgradedimageisdesiredortocomplementthefacilityimage.
3-6.1.2.5 Entrance-typecarpetingshouldbeprovidedatallmajortrainingcenterentrancestominimizetrackingofdirt,mudandsnowintothebuilding.
3-6.1.3 WallFinishes
3-6.1.3.1 Paintisthepreferredfinishforwallsurfaces.Thepaintsusedinthefacilityshouldbehighquality,durableandeasilycleaned.Epoxypaintshouldbeusedinwetareassuchastoiletrooms.
3-6.1.3.2 Ceramictileisusedonthewallsoftoiletandshowerroomsfordurability,cleanabilityandresistancetostains.
3-6.1.3.3 Forareaswhereenhancedappearanceisdesired,suchasconferenceroomsandcommandsuites,vinylwallcoveringorpanelingshouldbeconsidered.
3-6.1.3.4 Horizontalblindsareprovidedformostwindows.Room-darkeninghorizontalblindsarerequiredinclassrooms,conferencerooms,andotherareaswhereA/Vequipmentmightbeused.
3-6.2 Furniture
3-6.2.1 \2\AllArmyReserveprojectsaredesignatedasaUNICORornon-UNICOR
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projecttodeterminethefurniturevendortobespecified.ThedesignermustverifythedesignationwiththeLouisvilleDistrictCorpsofEngineers./2/
3-6.2.2 \1\ThemajorityofthefurnitureinUSARfacilitiesisadministrative,andwillbeeitherfreestandingmetaldesk-basedfurnitureorpanelbasedsystemfurniture.TheUSARhasdeterminedthatsuspendedpedestalswillnotbeused.FurnitureshouldbecoordinatedwiththeTenantssothatitsupportstheintendedfunctionsandequipment./1/ \3\VerifywithLouisvilleDistrictCorpsofEngineerscurrentfurniturespecifications./3/
3-6.2.2.1 Freestandingmetaldesk-basedfurnitureisusedintheprivateandsharedoffices.Thedesk-basedfurniturewillbecapableofstructurallysupportingoverheaddeskstorage.USARhasselectedfreestandingmetaldesk-basedfurnitureforofficesforitsgreaterflexibilityandminimaleffortwhenchangesarerequired.Thesupportsfortheoverheaddeskstorageshouldnotexceedapproximately6in(150mm)indepth.AvoidfurniturearrangementswhichhasofficeTenant’sbacktothedoor.
3-6.2.2.2 Panel-basedsystemfurnitureisusedintheunitcommonareas.Allofthemajorcomponentsofthesystemwillbesuspended\3\/3/fromthepanels.Thepanelsprovidesomeacousticalandvisualprivacyintheopenofficespaces.\3\/3/
3-6.2.2.3 GeneralOfficerandstaffsuite,O6CommandingOfficersandO6CommandingOfficer’sCommandSergeantMajorofficesshallbedistinguishedfromtypicalprivateofficeswiththeuseoftraditionalwoodfurniture. \3\VerifywithLouisvilleDistrictCorpsofEngineerscurrentwoodfurniturespecifications./3/
3-6.2.2.4 DeskUnits,workstationandcommon-usestoragepiecesshouldbeprovidedwithkeyedlocks;coordinatekeyingwithTenants.Normally,deskunitstoragepiecesineachprivateofficeshouldbekeyedalike;unitcommonsworkstationstoragemayrequiremorethanonekeyperworkstationduetomultipleTenants.
3-6.2.3 Seat�ng
3-6.2.3.1 Deskseatingfortheprivate,sharedandunitcommonworkstationswillhaveergonomicadjustmentstofittheTenantandthetask.Ergonomicadjustmentsincludeoverallheight,lumbarsupportandarmheightadjustmentswhichhelptheTenanttomoreefficientlycompletethetaskandpreventinjury.
3-6.2.3.2 Visitororguestchairswillbesled-basedtoeasilybepulleduptothedeskortable.
3-6.2.3.3 \1\ Classroomchairswillbestackableforeaseofreconfiguringthefurniturewithintheroomaswellasforeaseofstorage.Thestackingchairswillhaveupholsteredseatsandbacks,andasledbase./1/
3-6.2.3.4 \2\Breakroomchairswillbestackable,sledbase,plasticshellchair./2/
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3-6.2.3.5 Loungeseatingwillbefullyupholstered.
3-6.2.3.6 \1\Adjustablestoolsusedinconjunctionwithworkbenchesinarmorers’roomandrepairroomswillhavewoven“Crypton”upholsterywithafinishthatwillprotectagainstgreaseandoils.AdjustablestoolsusedinconjunctionwithworkbenchesinNOC’swillbeanESD(staticdissipative)typewitharms.Adjustablestools,withorwithoutarms,willbeusedinconjunctionwithlecternsinLearningCentersandAssemblyrooms,andareoptionalforclassroomsandtrainingrooms./1/
3-6.3 Colors:TheUSARhasapprovedfourbasiccolorschemesforitsprojects:green,blue,rustandcranberry.Thesecolorschemesserveasaguidelineandthedesignerisencouragedtoenhancethem.
3-6.4 \1\ Steelshelvingandsteelcabinetsforunitstorageareasandmaintenanceshopsareconsideredequipmentratherthanfurniture,andareprovidedaspartoftheconstructioncontractunderOMARfunding.(SeeAppend�xCforlistofOMAR-fundeditems.)Shelvingforlibraryandfacilitymaintenancestorageareasaretypicallypartofthefurniturepackage.Workbenchesforunitstorageareas,maintenanceshopsandarmorer’sroomsaretypicallypartofthefurniturepackage./1/
3-6.5 Furnituredesignmustbecloselycoordinatedwithelectricalandcommunicationdesign;thisisespeciallytruefortheopenofficepanelsystemworkstations.TheworkstationswillbefurnishedandinstalledbytheGovernment,buttheconstructioncontractorwillberesponsibleforwiringthemoncetheyareinstalled\3\andthecuttingoftheGovernmentfurnishedelectricalbasefeedwhiptotheappropriatelengthandconnectingtothebuildings’spowersource.Theconstructioncontractorshallprovideandinstallallconduit,fittings,cables,coverplatesandjacksnecessarytocompletethecommunicationssysteminstallationwiththepanelsystemsfurnitureworkstations./3/Closecoordinationshouldreducetheconflictinherentinthissituation.
3-6.6 \3\Markerboards,projectionscreensandpresentationboardsneedtobesizedfortheindividualroomanditsuse.Theminimumsizeofmarkerboardsinclassrooms,libraryreadingrooms,learningcenters,andCOMSECtrainingroomsis4’hx8’wandtheminimumsizeinbreakareasis4’x4’.Theminimumsizeofpresentationboardsinconferenceroomsis4’x4’.Theminimumsizeofprojectionscreensinclassrooms,libraryreadingrooms,learningcenters,andCOMSECtrainingroomsis6’x6’andtheminimumsizeinconferencerooms4’wx8’h.Markerboardsandprojectionscreensinassemblyhallswillneedtobesizedtomeetthetenant’sdesire.Markerboardsareporcelainenamelonsheetmetaltoallowuseofmagnetsandmagneticpresentationdevices.Presentationboardsinconferenceroomsareenclosedinacabinet.Projectionscreensarepoweredandrecessedmountedintheceiling;anexceptioncanbemadeforscreensintheassemblyhall./3/
3-6.7 TheRSCandTenantsshouldbeaskediftheyhavefurniturestandardsoftheirown.IncaseofconflictswithtypicalUSARstandards,theUsingServicewillmakeadetermination.
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3-7 stRUCtURAL
3-7.1 USARApprovedSystemsandMaterials
3-7.1.1 Reference\2\UFC1-200-01“GeneralBuildingRequirements”/2/forfurtherstructuraldesigninformation.
3-7.1.2 Thestructuralsystemshouldbethemostcosteffectivedesignwithoutrestrictingthearchitecturalandengineeringaspectsofthebuilding,suchasflexibility,function,character,andsymmetricalconfigurationforseismicresistance.Avarietyofsystemsshouldbeconsidered,andtheoneselectedmustsatisfythesite,flexibility,futureexpansion,program,economicandavailabilityrequirements.Note:availabilityofhardmetricconstructionmaterialsplaysasignificantroleinthestructuraldesign.
3-7.1.3 ThefollowingaretypicalstructuralframingsystemspreferredbyUSAR.
3-7.1.3.1 Exteriorwallswillbeconcretemasonryorsteelstudswithamasonryveneer.Concretemasonryispreferredduetodurabilityandstiffnessformasonryveneerbackup.Ifstudsareconsideredformasonryveneerbackup,designshouldlimitstudlateraldeflectiontoL/600.AT/FPrequirementsrestricttheuseofload-bearingconcretemasonryandloadbearingsteelstudwallsformultistorystructures(threestoriesormore,notincludingthebasement,ifapplicable).
3-7.1.3.2 Roofframingconsistsofsteelbeams,steelbarjoists,andsteelroofdeck.Dependingonlocal soilconditions,thelowerlevelfloorisreinforcedconcreteslabongradeorstructurallyreinforcedconcreteslab.Theremaininglevelsconsistofeithersteelformdeckfilledwithconcretesupportedbysteelbarjoists,steelbeamsandcolumnsorprecastplanksupportedonload-bearingconcretemasonrywalls.Dependingonrequirementsforfireproofing,compositesteelbeamsmaybeanalternativetosteelbarjoistsintheabove-mentionedsystems.Considerpre-engineeredbuildingsforunheatedstoragestructures.USARstronglypreferstubecolumnsforeaseofdetailingandfitwithinexteriorwalls.
3-7.1.3.3 \2\UseofwoodinArmyReserveProjectsiscoveredbyACSIM-ODRmemorandum“UseofWoodforMilitaryConstruction,ArmyReserve(MCAR)Projects”dated10September2002.Thememorandumstatesonaproject-by-projectbasis,ifaestheticallyacceptable,economicallyfeasibleandapprovedbyACSIM-ODR,heavytimberorglued-laminatedcolumns,beams,andtrussesmaybeusedinArmyReserveFacilities.Thememorandumspecificallystatesthatlightwoodframingisnotacceptable./2/
3-7.2 DesignLoads
3-7.2.1 Thefollowingareminimumdesignloads.Somelocalbuildingcodesordesignrequirementsmaybemorestringentandwilltakeprecedence.
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3-7.2.2 GravityLoads
Roofliveload 20psf 1.0kPASnowload(governsifgreaterthantheminimumRoofliveloadof20psf
above)referto\2\UFC3-310-01/2/ Floorliveloads(inaccordancewithASCE7) Assembly/waitingrooms 100psf 4.8kPAClassrooms 40psf 1.9kPACorridors(2ndfloor) 80psf 3.8kPADayrooms/lounge 60psf 2.9kPALatrines/lockerrooms 75psf 3.6kPALibrary/readingrooms 60psf 2.9kPALightstorage 125psf 6.0kPAMechanicalroom(airconditioning) 125psf 6.0kPAMech.equip.room(general) 100psf 4.8kPAOffices 50psf 2.4kPARecreationrooms 100psf 4.8kPATelephone/radioequip.rooms 100psf 4.8kPAFloorpartitionload 20psf 1.0kPA
3-7.2.3 SomeTenantshaveconcentratedloadsintheformofbanksoffilesorsafes;thedesignershouldinquireastowhethertherearespecialloadswhichneedtobeaccommodatedinthedesign.
3-7.3 LateralDesign
3-7.3.1 Seismiclateralloadsaredeterminedaccordingto\2\thelatestDoDguidancesetforthinUFC1-200-01“GeneralBuildingRequirement”/2/.AgeotechnicalengineershoulddeterminetheseismicSiteClassificationduringthesiteevaluationandpriortotheprojectfeasibilitystudy.
3-7.3.2 Windlateralloadsaredeterminedaccordingto\2\thelatestDoDguidancesetforthinUFC1-200-01“GeneralBuildingRequirement”/2/.BasicwindspeedsarealsofoundinUFC3-310-01“Design:StructuralLoadData”.\2\However,intheeventofdiscrepancies,theformershalgovern./2/AnImportanceFactorof1.0shouldbeappliedtothedesignoftrainingcenters.
3-7.3.3 Windpressures(componentsandcladding)onroofsystemsshouldbeshownonconstructiondocuments.Structuralshoulddeterminecladdingwindpressurevaluesandinformationcouldbeshownonarchitecturalroofplans.
3-7.3.4 ProvideredundantlateralresistingsystemstocomplywithAT/FPrequirements.RefertoSection3-7.6forfurtherinformation.
3-7.4 StructuralCeilingGridSystem:Belowtheslopedroof,provideaU-shapedcold-formedchannelgridsystemforceiling,mechanical/electricalequipmentsupportandlateralsupportofnonload-bearingpartitionwalls.Gridsystemshouldbelaterally
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bracedforsite-specificseismicconditions.Minimumlateraldesignloadwillbe0.25kPa(5psf)appliedtosupportedelements.
3-7.5 WallElevations
3-7.5.1 Structuralwallelevationswillbeprovidedintheconstruction(drawings)documents.Concretemasonrywallelevationswillnotethereinforcingsteel,steelormasonrylintelsandotherpertinentinformation.Wallelevationsshould\2\referencearchitecturalandmechanicaldrawingsforactualdimensionsofwallopenings./2/
3-7.5.2 Structuralmayconsiderakeyplan(buildingfootprint)forreferencingwallelevations.
3-7.6 Antiterrorism/ForceProtection(AT/FP)Considerations
3-7.6.1 RefertoSection2-5ofthisdocumentforAT/FPdocumentationandfurtherinformation.TheUSARprefersthatbuildingsbelimitedtotwostoriestoavoidadditionalconstructioncostsnecessitatedbybuildingsovertwostoriesinheight.
3-7.6.2 Abriefsummaryofsomestructuralrequirements:
3-7.6.2.1 Forallmultistory(threeormorestories,notincludingthebasement,ifapplicable)inhabitedstructures,designallverticalloadbearingelementsassumingthelossoflateralsupportatanyonefloorlevel.Fordesignofverticalelements,theeffectivelengthisestablishedbylateralsupportbytherooforfloorlevel(s).Thiswillessentiallydoublethedesigneffectivelengthofthecolumn,andthuspossiblyincreaseitssize.Thedesignoftheverticalelementshouldincludetheloadcontributionfromthelostlevel.Thisrequirementisindependentofstandoffdistances.
3-7.6.2.2 Exteriormasonrywallswillbereinforcedinallinhabitedstructures.RefertoAT/FPcriteriaforminimummasonryreinforcing.WhenAT/FPstandoffdistancesarenotmet,groutingandverticalreinforcingmayneedtobeincreasedtoresistthedamageofanexplosiveplacedatthestandoffdistance.
3-7.6.2.3 Onmultistory(threeormorestories,notincludingthebasement,ifapplicable)inhabitedstructures,designallfloorsandroofswithimprovedcapacitytowithstandloadreversals.Thisrequirementisindependentofstandoffdistances.
3-7.6.2.4 AT/FPrequirementsrestricttheuseofloadbearingconcretemasonryandloadbearingsteelstudwallsformultistorystructures(threestoriesormore,notincludingthebasement,ifapplicable).Exteriorwallsinmultistoryinhabitedstructureswillemployone-waywallelementsspanningverticallytominimizeblastloadsoncolumns.AT/FPrequiresthatconcretemasonrywallsspanverticallyandbeisolatedfromverticalelements(i.e.,columns)oftheframesystem.Thisrequirementisindependentofstandoffdistances.
3-7.6.2.5 Whenportionsofinhabitedstructureswithlesseroccupanciesarelocated
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withinprescribedstandoffdistances,structurallyseparatethoseportionsoflesseroccupancyfromtheremainingportionsofthestructurethatmeetthestandoffdistances.Individualstructuralframingsystemsmaybeutilized,forexample,locatingtwocolumnssidebysidetosupportneighboringportionsofinhabitedstructures.Coordinatestandoffdistancerequirementswithprojectsitedesigner.
3-7.6.2.6 Attachinteriorceiling-mountedfixturestothesupportingstructuralsystemininhabitedstructures.Thisincludessuspendedceilings,lightfixtures,andmechanicalandelectricalductingandpipes.Seismicsupportoftheseitemsisdescribedin\2\thelatestDoDguidancesetforthinUFC1-200-01/2/.Thisrequirementisindependentofstandoffdistances.
3-7.7 Foundat�on
Figure 3-10 USARC, Arden
Hills, Minnesota3-7.7.1 Concretemasonryfoundationwallsbelowgradewillbefilledsolidwithcorefillconcretetopreventwaterfromaccumulating.
3-7.7.2 Provideatypicalfoundationandgroundfloorslabdetailwithintheconstruction(drawing)documents.Thisdetailwillnotethegeotechnicalsoilsreportrecommendationsforpreparationofsoilstosupportthebuildingfoundationandconcrete
slab.
3-7.8 Renovations/Alterations
3-7.8.1 Referto\2\thelatestDoDguidancesetforthinUFC1-200-01“GeneralBuildingRequirement”/2/forseismicevaluationandupgradingofexistingstructures.
3-7.8.2 Whenalteringanexistingstructure,consulttheUsingService(ACSIM-ODR)forextentsofstructuralupgradingforcurrentcodecomplianceandlifesafetyrequirements.
3-7.8.3 Inadditiontostructuraldesigncriteria,theseismiccapabilityofexistingstructuresmustbeevaluatedper\2\thelatestDoDguidancesetforthinUFC1-200-01./2/
3-7.8.3.1 Theseismicevaluationanalysiswillbecarriedtotheextentnecessarytodetermineareasonableestimateofthelifesafetyrequirement(safetyofpersonnel,i.e.,topreventcollapseofbuilding).
3-7.8.3.2 \2\Theinvestigationshouldincludebutnot/2/belimitedtotheanalysisofrepresentativeframesorload-bearingshearwallsinbothdirectionsofthestructure.Seismicforceswillbecarriedtothefoundations.
3-7.8.3.3 ConsulttheUsingService(ACSIM-ODR)regardinglateralresistingsystemsredundancyaccordingtoAT/FPguidelines.
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3-7.8.3.4 Roofandfloordiaphragmswillbeinvestigatedtotransferthelateralloadtotheframesorshearwalls,particularlytheconnections.
3-7.8.3.5 Nonreinforcedmasonryfillerwallswillbeassumedtohavenoresistancecapacityandwillbesusceptibletodamage.However,iftherearemanyofthesewallsthatappeartoprovidesubstantiallateralloadrestraintwithoutexceedingtheallowablestresses,theymaybeconsideredaspartoftheseismicresistingsystem.
3-7.8.3.6 Whenthestrengthofmaterialsinconcreteconstructionorthestrengthoftheload-bearingmasonrywallsiscriticalfortheinvestigationorindeterminingthenecessaryremedialmeasures,coresampleswillbetakenandtestedtodeterminethevaluestobeusedfordevelopingtheconclusions.
3-7.8.3.7 Lifesafetyoftheexistingstructureisdefinedasmeeting\2\75/2/percentofthelateralresistance(strengthrequirements)requiredbycode.However,anystrengtheningorremedialmeasurestobeprovidedwillbedesignedtomeet100percentofthelateralresistanceofthecode.
3-7.8.3.8 Referto\2\thelatestDoDguidancesetforthinUFC1-200-01/2/fordetailedrequirementsforductilityinframes,connectionstoaccountforwalls,isolationofnonstructuralmasonrywalls,clearancestoaccountforstorydriftandsupportofnonstructuralandmechanical/electricalelements.Existingpartitionsandwallswithoutlateralsupportatthetop,orwithoutstrayingfromarelativelyrigidceilingsystemnearthetop,willbeprovidedwithlateralsupportagainstseismicforces.Mechanicalandelectricalequipmentwillbeanchoredtoresistseismicforces.Allnewpartitions,suspendedceilings,mechanicalandelectricalelements,andsystemsmustbedesignedinaccordancewiththelatestDoDguidancesetforthinUFC1-200-01.
3-8 MeCHAnICAL
3-8.1 USARApprovedMaterialsandSystems
3-8.1.1 HVACmaterialsareofcommercialquality,leaningtowardstheindustrialendofthescale.Inmostcasesequipmentisfloormountedinamechanicalroomorinstalledoutsideonahousekeepingpad.Rooftopequipmentisseldomusedexceptforkitchenapplications.NOCroomsshouldbeservedbysmallsplitsystemcoolingunitstoallowthecentralcoolingplanttobedeactivatedintheunoccupiedmode.HVACsystemsandequipmentshouldbeselectedtoprovidethelowestlifecyclecost.RefertoETL1110-1-181forchillerselections.Whenselectingequipmentandsystems,considerationshouldalsobegiventokeepingtheserviceaspectsoftheinstallationsimple,allowingon-sitepersonneltoperformthemaintenancetasksratherthanhavingoutsideservicecontracts.TherearefivegeneralHVACsystemtypestypicallyusedonArmyReserveprojects:
3-8.1.1.1 VariableAirVolumeSystemsincludeacentralpackageairhandlerwhichutilizeschilledwater,andhotwatercoils,packagechillerandboilers,andVAVboxeswithreheat.Ifachilledwatersystemcannotbejustifiedbylifecyclecosts,air-cooled
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condensingunitsmaybeused.
3-8.1.1.2 SplitSystemsincludefuel-firedfurnaceswithcondensingunitsorsmallairhandlerswithcondensingunit/heatpumps.Thesearenormallysinglezoneunits.
3-8.1.1.3 FanCoilUnitsSystemscanbeusedformultizonesituationsinlieuofVAVboxes.Thissystemrequirescentralchillerandboilersandpipingsystemsfeedingthefancoilunitsineachzone.
3-8.1.1.4 Vehiclemaintenancebaysarenormallyservedbyeitherfuel-firedinfraredheatersorfuel-firedforcedairunitheaters.Inclimateswithmorethan5000heatingdegreedays,in-floorhotwaterheatwithfuel-firedinfraredheatersisthestandard.
3-8.1.1.5 KitchensarenormallyservedbyarooftopmakeupairunitandcooledbyeitherapackagedcoolingrooftopunitorbyacentralVAVsystem.
3-8.1.2 ItisstandardpracticetoapplyDDCcontrolstoArmyReservebuildingprojects.Thesizeoftheprojectsaregenerallysuchthatdigitalcontrolsarewarrantedforenergysavings.Off-Postfacilities,buildingsnotintendedtobeconnectedtoEMCS,andfacilitieswheretheuserspecificallydirectsthedesign,arefacilitieswhereDDCispermittedtobeusedandmustbedecidedonacase-by-casebasis.
3-8.1.3 SelectanddesignmechanicalsystemsinaccordancewithUFC3-410-01FA.ForweatherdatauseUFC3-400-02andother“authoritativesourcesofweatherdataandtapes.”AlsonotethatcompliancewithExecutiveOrder13123requirespurchaseofproductswithanenergyefficiencyoftheupper25%available.Usemechanicalventilationtomeetthebuilding’scoolingrequirementswhenpractical.Considertheuseofheatrecoveryequipmentinareaswithhighventilationrequirements.Sizepipesandductsusingindustrystandardfrictionratesandvelocities.Designductsandpipingwithsmoothtransitionstoreducefrictionlosses.Specifyinsulationthicknesstomeetapplicableenergyefficiencystandards.\2\UFC3-450-01/2/providesdesignguidanceforcontrollingnoiseandvibration.
3-8.2 Providemechanicalventilationthatallowsthebuildingstoconformtosustainabledesignstandards.ThisincludesapplyingthelatestversionofASHRAEStandard62.1.AssemblyHall,Classrooms,ReadingRooms,ConferenceRooms,PhysicalTraining,etc.willhavewidelyvaryingoccupancyratesduringoccupiedperiods.Italsoappearsthatpollutantsinthesespaces,andthereforetheoutsideairrequirementsinthesespaces,willbedirectlyrelatedtothenumberofoccupants.ControllingtheamountofoutsideairbasedonCO2sensorscanbeveryeffectiveinthesecasessavingsignificantamountsofenergywhileensuringahealthyenvironmentfortheoccupants.SuggestthatCO2sensorsbeconsideredbythedesignerforthesespacesincoordinationwiththeuserandmaintenancestaff.Italsoappearsthatmanyoftheofficesandsimilarspaceswillbeoccupiedonlypartofthetimethebuildingisoccupied.Thedesigner,incoordinationwiththeuserandmaintenancestaff,shouldconsideroccupancysensorsforthosespacestocontrolboththelightsandtoresettheterminalunitstoanunoccupiedsetting.
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3-8.3 Provideautomatictemperaturecontrolsformaintainingoccupiedandunoccupiedtemperatureconditions.Usetemperaturecontrolswithsetbackandtime-of-dayprovisionsthatallowbuildingtemperaturestodriftduringunoccupiedhours.Provideprotectiveshieldsforsensorsandthermostatsinexposedareas.ApplyDDC(directdigitalcontrols)toVAV(variableairvolume)andothermultiplezonesystemsusedonlarger(over10,000sfor1000sqm)buildings.ProvideanemergencyHVACshutoffswitchaccessibletobuildingoccupantsthatwillshutdownairhandlingsystemstolimitdistributionofairbornecontaminants.
3-8.4 ZoningandSystemConsiderations:emphasizetheoccupancyprofileforvariousareasofthebuildingwhenanalyzingsystems.Wherepossible,isolatepart-timeoccupancyareasfromfull-timeoccupancyareastoreduceenergyconsumption.Allowunoccupiedzonestodrifttotheunoccupiedspacetemperaturelimits.Makeprovisionstointroducemechanicallyconditionedventilationaironlyduringtheoccupiedhoursforeachzone.Ventilationrequirementslistedinindividualspacecriteriaareminimums.Humidificationsystemsarenotrequired.Dedicateddehumidificationsystemsarerequiredonlyinarmsstoragevaults.BaseadditionaldesigndecisionsontherecommendationsstatedinthelatesteditionsoftheAmericanSocietyofHeating,RefrigeratingandAirConditioningEngineers(ASHRAE)Handbooks.
3-8.5 Providededicatedmechanicalroomspaceforfloor-mountedequipment.Accessdoorsmustbelockable.Includeadequatespacefortheequipment,ductandpipingconnections,removalandreplacementaccess,andmanufacturer’srecommendedserviceclearancesaroundeachpieceofequipment.Equipmentmayshareserviceaccessspacetominimizemechanicalroomfloorarea.Isolatenaturaldraftfuel-firedequipmentfromair-handlingequipmenttopreventdowndraftingoffluegasses.Ventilationairintakesandexhaustsmustbeaminimumof15ft(5m)apart.Intakesmustbe10ft(3.05m)abovegradeduetoAT/FPrequirements,andbeonadifferentbuildingfacefromexhausts.Intakesmustalsobeasfaraspossiblefromcoolingtowers,plumbingventsandanyothersourceofcontamination,seeAirIntakeMinimumSeparationDistanceTableinASHRAE62.1.ArmyReservepolicyistominimizeroofpenetrationsandroof-mountedmechanicalequipmentforbothpracticalandaestheticreasons.Freshairintakeswillbelocatedtomaintainthisintentwhilecomplyingwithantiterrorismrequirements.
3-8.6 Considerprovidingscreenwallsforexteriormechanicalorelectricalequipment,toscreenthemfromviewtoimprovetheappearanceofthefacility.Ifscreenwallsareprovided,theirdesignmustcomplywithAT/FPstandards.Recommendandprovidemanufacturerequipmentventilation.Typicalscreenwallsare8ft(2450mm)tall,ofasolidmaterialwithalockablegate,andthescreenedareanormallyhasarockmulchorsimilargroundcover.ItmaybenecessarytoprovideascreentoptotheenclosureforAT/FPpurposes.
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3-9 PLUMBInG
Figure 3-11 Janitor’s Closet
3-9.1 USARApprovedMaterialsandSystems
3-9.1.1 Theplumbingmaterialsarethosetypicallyusedforcommercialconstructionwherethebuildingownerintendstooccupythebuilding.Includedacompressedairpipingsystemformaintenancebayservicetools,typicallytheaircompressorislocatedinthemechanicalroom.Othermaintenancebuildingoptionsmayincludehardpipedlube/oilandATfluiddistributionsystems,compressedairdrops,batterycharging,emergencysafetyfixturesandwaterdrops.Theseoptionsmaybesharedbyadjacentworkbaystoreducecost.
3-9.1.2 Providefactoryfabricatedplumbingequipment.Thisincludesgreasetraps,oil/waterseparators,compressedairplantsandtrenchdrains.Selectpipingmaterialsthatwillprovide25yearsofservice.Considerthedurabilityrequiredtowithstandperiodicandemergencycleaningwithplumbingsnakes.Selectplumbingfixturesandequipmenttoprovidethelowestlifecyclecost.RefertoETL1110-3-465forwatermetercriteria.RefertoETL1110-3-466forselectionofoil/waterseparators.\2\UFC3-420-02FA,UFC3-420-01andTM5-810-6/2/providedesignguidanceforcompressedair,plumbingandgaspipingsystems,respectively.UFC3-230-10Aprovidesdesignguidanceforwatersupplysystems.CommunicationwiththeTenantsisimportanttoestablishtheappropriatelevelofdesignforthevehiclemaintenanceareas.
3-10 eLeCtRICAL
3-10.1 General
3-10.1.1 Theprimarygoalofelectricalsystemsdesignshouldbetoprovideasafe,reliable,flexible,economical,comfortableandenergyefficientfacility.
3-10.1.2 Theprojectdesignshouldincludepowerdistribution,interiorandexteriorlighting,exitandegresslighting,firealarmsystem,firealarmsignaltransmitters,securitysystem,armsvaultintrusiondetectionsystem,publicaddresssystem,cathodicprotection,lightningprotection,openofficefurniturewiring,kitchenequipmentwiring,elevatorequipmentwiring,andtelecommunicationsystem.
3-10.1.3 Electricalandcommunicationdesignmustbecloselycoordinatedwithfurnituredesign;thisisespeciallytruefortheopenofficeworkstations.TheworkstationswillbefurnishedandinstalledbytheGovernment,buttheconstructioncontractorwillberesponsibleforforwiringthemoncetheyareinstalled\3\andthecuttingoftheGovernmentfurnishedelectricalbasefeedwhiptotheappropriatelengthandconnectingtothebuildings’spowersource.Theconstructioncontractorshallprovideandinstallallconduit,fittings,cables,coverplatesandjacksnecessarytocompletethecommunicationssysteminstallationwiththepanelsystemsfurnitureworkstations./3/Closecoordinationshouldreducetheconflictinherentinthissituation.\2\Forfulltime/
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sharedprivateofficesrefertoSection4-2.1fordeskunit/workstationpoweranddatarequirements./2/
3-10.1.4 ThedesignandconstructionoftheelectricalsystemsshouldbeincompliancewiththelatestNFPA70-NationalElectricalCode,NFPA101-LifeSafetyCode,andIESLightingReferenceGuideandApplicationGuide\3\ /3/.
3-10.1.5 \3\Materialsandequipmentshallbethestandardcataloguedproductsofmanufacturersregularlyengagedintheproductionofsuchequipmentandmaterial,andshallbethemanufacturer’scurrentdesign.AllequipmentandmaterialshallconformtotherequirementsofAmericanNationalStandardsInstitute(ANSI),AmericanSocietyofTestingandMaterials(ASTM),NationalElectricalManufacturer’sAssociation(NEMA),NationalFireProtectionAssociation(NFPA)orothernationaltradeassociationasapplicable.Wherestandardsexist,materialsandequipmentshallbearthelabelandbelistedbyUnderwritersLaboratories,Inc.(UL)orotherNationallyRecognizedTestingLaboratory(NRTL)pertheNEC./3/
3-10.1.6 Thedesignershouldpreparelightingcalculations,electricalloadcalculations,electricalshortcircuitandprotectivedevicecoordinationanalysisandcalculations.TheshortcircuitandprotectivedevicecoordinationanalysisshouldbedoneusingindustrystandardcomputersoftwareandthereportsshouldbefurnishedforGovernmentreview.
3-10.2 ExteriorElectricalSystems
3-10.2.1 ThemainelectricpowerservicewillbeobtainedfromthelocalpowercompanyortheGovernmentinstallation.
3-10.2.2 A/Eshouldconfirminwritingtheservicerequirementsfromtheutilityorinstallationtoprovideprimaryundergroundelectricalserviceandpad-mountedtransformer.\3\Pad-mountedtransformershouldbelocatedinaccordancewithrequirementsofpowercompany,installationandAT/FP./3/
3-10.2.3 Theemptyconduitsfromtheservicetransformerstotheprimarypowersource,forservicecables,andtransformerpadwilltypicallybeprovidedbythecontractorinaccordancewithutilitycompanystandards.Providetransitioncabinetontransformerpadinaccordancewithutilitycompanystandards.Secondaryundergroundelectricalservice,includingtrenchingandbackfilling,shouldbeprovidedbythecontractor.Providecurrenttransformer(CT)cabinetforutility-furnishedCTs.Utilitycompanynormallyprovidesmeter.A1inch(21mm)conduitshouldberoutedfromtheCTcabinettothemeter.
3-10.2.4 Atotalelectricalserviceincludingallcable,pad,transformer,meterandundergroundconduit,etc.willbeprovidedforundertheprojectdesignforfacilitiesongovernmentinstallations.CoordinatewithgovernmentfacilityDPW.\3\ UFC3-400-01requirestheutilitiestobemonitoredthroughconnectiontoabasewideenergyandutilitymonitoringandcontrolsystemdirectlyorviathebuildingHVACcontrolsystem,thismayrequireinstallingameterseparatefromthebillingmeter./3/
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3-10.2.5 Secondaryundergroundelectricalserviceshouldutilizedirectburialconduits,withaspareconduitfromthetransformertothemainswitchboard.
3-10.2.6 \3\Projectexteriormonumentalsignshouldbelightedusingphotcellon-timeroff-timeron-photocelloff.Flagpoleshouldbelightedifitisdeterminedthatflagwillnotberemovedatnightwithphotocellon-photocelloffcontrol./3/
3-10.2.7 Exteriorlightingfixtures(wallpacks,canopylights)shouldbeprovidedatbuildingentrances/exitdoorswithprogrammablelightingcontrolsystemandaphotocell.Controlshouldbephotoon/photooff.Locatethelightingcontrollerandtimeclocksinthemainelectricalroom.Timeclockgenerallyprogrammedtoallowlightingbetweenthehoursof5:30P.M.-11:59P.M.
3-10.2.8 DEPMEDandMEPareashouldbeprovidedwithlightfixturesmountedon9.1metersteelpoleforarealighting.Considertheuseofmetalhalidelamplightfixtureswithmotionsensorsandtimeclockforexteriorlightingtoturnonlightfixtureswhenamotionisdetectedinthearea.Locatethelightingcontrollerandtimeclocksinthemainelectricalroom.Maintainanaveragelightinglevelof\2\0.2foot-candles/2/throughoutthearea.Providemotionsensorcontrolforhigh-lowlightlevels.\3\Thesequenceofoperationsshallbe:
1) PhotocellON.2) Lampsbroughtto100%lightoutputandallowedtowarmupper
manufacturer’srecommendations.3) Lampbroughtto50%lightoutputafterwarmup.4) Whenmotiondetected,lampsbroughtimmediatelyto100%output.5) Fifteenminutesafterlastmotiondetectedlampsreducedto50%output.6) PhotocellOFF./3/
3-10.2.9 VerifytheneedforsecuritylightingforPOVparkingareawiththeTenantsandalsothelocalmunicipalityorGovernmentinstallation.\2\POVparkingarealightlevelshallbe0.1footcandlesaverage./2/\3\ POVparkinglotlightingcontrol:photocellon–timeroff–timeron–photocelloff./3/
3-10.2.10 OutdoorGFCIreceptacleswithweatherproofcoversshouldbeprovided.
3-10.2.11 \3\Lightpolebasesshallbedesignedtoaccommodatelocalsoilandwindconditions.ForpolesinlocationsinPOVparkinglotsprotectedbyacurborwheelstop,thepolebaseshallextend3inchesabovefinalgrade.ForpolesinPOVparkinglotsinlocationsnotprotectedbyacurborwheelstop,thepolebaseshallbeaminimumof24inchesindiameterandextend36inchesabovefinalgrade.ForpoleslocatedinMEPareas,thepolebaseshallbeaminimumof36inchesindiameterandextend48inchesabovefinalgrade./3/
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3-10.3 InteriorElectrical
3-10.3.1 InteriorElectricPowerDistribution
3-10.3.1.1 Buildingsshouldbeservedfrommainswitchboardsintheelectricalroomsat480/277volt,3-phase,4-wireforlighting,powerandmechanicalloads.DEPMEDshouldbeprovidedwith208/120volt,3-phase,4-wirepowersupply.
3-10.3.1.2 \3\DedicatedElectricalEquipmentSpace.Themainelectricroomshallbesizedandorganizedtoaccommodatethemainswitchboard,spaceforanadditional(future)distributionsection,meteringequipment,distributiontransformer(s),distributionboard(s),panelboard(s),spacefor20%(notlessthanone)additional(future)panelboard(s),firealarmcontrolpanel,lightingcontrolequipment,andadditionalequipmentasrequired.Coordinateaccessandegressrequirementsandlocationrelativetotheservicetransformer.ElectricalequipmentdedicatedspaceandworkingspaceshallbeincompliancewiththeNEC./3/
3-10.3.1.3 Conductorsforfeedersshouldbesizedtopreventavoltagedropexceeding3percentatthefarthestoutletofpower,heating,andlightingloads,orcombinationsofsuchloads–andwherethemaximumtotalvoltagedroponbothfeedersandbranchcircuitstothefarthestoutletdoesnotexceed5percent,shouldprovidereasonableefficiencyofoperation.
Figure 3-12 USARC, Camp
Parks, California3-10.3.1.4 \3\Themainswitchboardshallbeserviceentranceratedandshallhavetheneutralbusconnectedtothegroundbusbyaproperlysizedmainbondingjumper.Themainswitchboardshallhavecircuitbreakersservinglargeloadssuchasdistributionboards,panelboards,motorcontrolcenters,elevators,andlargeequipment./3/CombinationstartersshouldbeprovidedwithdisconnectswitchesandbreakerstoservemotorsinHVACequipment.Branchcircuitpanelsshouldbecircuitbreakerpanelboardtypewithplug-inbreakers.
3-10.3.1.4.1 \3\Panelboardsshallbelocatedtominimizevoltagedrop,toefficientlyserveequipment,andtoprovidesystemflexibility.Coordinatelocationswithotherdisciplinestoavoidconflicts.ElectricalequipmentdedicatedspaceandworkingspaceshallbeincompliancewiththeNEC.
3-10.3.1.4.2 DistributionTransformers.SizefortheloadcalculatedpertheNECplus25%excesscapacity.NonlinearLoads:Inallareaswithraisedfloorsandinareas(includingbutnotlimitedtoopenofficespacesandcomputercenter)wherenonlinearloadtypeequipmentpredominates,suchascomputers,printers,uninterruptiblepowersupply(UPS),motorswithvariablespeeddrives,electronicballastsanddimmersandothersimilarloads,IEEEStd.1100“PowerandGroundingSensitiveElectronicEquipment”,andIEEEStd.519“PracticesandRequirementsforHarmonicControlinElectricalPowerSystems”shallbeusedasdesignguides.Provide“K”factorrated
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transformersasrequiredfortheanticipatedharmonicloadandasrequiredintheArmyReserveITManualtopowerCleanPowercircuits.Identifythe“K”factorratingforeachtransformer.Locateinelectricalroomsandprovideproperventilationandcooling.ProvideenergyefficienttransformersmeetingNEMATP-1Standards.DistributiontransformersconstituteseparatelyderivedsystemsandshallhavetheneutralbondedatthetransformeroratthefirstovercurrentdeviceinaccordancewiththeNEC.ThebondingpointwillbeconnectedtothenearestsuitablestandingelectrodewithagroundingelectrodeconductorpertheNEC.
3-10.3.1.4.3 SmartMeters:TheGovernmentrequirestheabilitytomeasureandmonitorhourlyelectricalconsumptionforeachoccupiedbuilding.Providemeteringthatcommunicateselectricaldatatoaremotelocationinformatsthatcanbeeasilyintegratedintoanadvancedmeteringsystem.Themetersshallmeasure,asaminimum,powerinkWaveragedemandover15-minuteintervalsandenergyconsumptioninkWH,aswellasvoltage,current,frequency,reactivepower,andpowerfactorwithanaccuracyof0.5%inaccordancewithANSIC12.20.TheoutputshallbeModbusRTU/RS485andLonTalkANSI/CEA-709protocol.Themetershallstoredatafor30days,includingpeakdemandrecordingandtime-of-useloggingwithbatterybackup.Providealarmoutputsforover/undervoltageandphaseloss./3/
3-10.3.1.5 InteriorconductorsshouldbetypeTHHN/THWNorTHWconformingtoUL83orRHWconformingtoUL44.Allconductorsshouldbecopper.Allconductorsshouldberoutedinconduit.Minimumconductorsizeshouldbe#12AWG,exceptconductorsforfirealarmsystemshouldbe#16forinitiationcircuits.Aseparategreengroundconductor,sizeperNFPA70Article250“Grounding,”shouldbeinstalledinallconduitscontainingreceptacleandlightingcircuits,andshouldbeinstalledinallfeedersfrommainswitchboardtopanelboardsandmotor/equipment.
3-10.3.1.6 ThemainelectricalserviceswitchboardgroundbusshallbeconnectedtoaGroundingElectrodeSysteminaccordancewithNFPA70,Article250“Grounding”.Thecomputerroomgroundingandequipmentshouldbeconnecteddirectlytothebuildingserviceground.
3-10.3.1.7 \3\ Finalsizingfortheservice(s)forthefacilityshallbesizedfortheloadcalculatedpertheNECplus25%excesscapacity,roundeduptothenextstandardservicesize,forfuturegrowth./3/Thefollowingminimumloadsshouldbeassumedtodeterminethepreliminarysizeofelectricalservicetothebuilding:
LightingLoad 3VA/sf(26.9VA/sqm)SiteLighting 465VAperfixtureHVACLoad 6.5VA/sf(64.6VA/sqm)Elevator 40HP/elevatorComputerLoad 1.0VA/sf(10.8VA/sqm)GeneralPurpose 0.5VA/sf(5.4VA/sqm)
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ReceptaclesMiscellaneousLoads 1.0VA/sf(10.8VA/sqm)FutureSpareCapacity +25%MinimumPowerFactor 0.9TransformerImpedance 5.75%
3-10.3.2 Power
3-10.3.2.1 Allmotors1/2HPandlargershouldbespecified3-phase480voltswhenavailable.Provideoverloadprotectioninthemotorstartersandshortcircuitprotectionforthemotoranditsfeeder.\2\Whenthereisaproblemobtainingequipmentwith480volt,3phasepower,requestadeviationfromtheContractingOfficer’sRepresentativetoprovideequipmentatanothervoltage./2/
3-10.3.2.1.1 \3\120voltmotorsshallhaveintegralthermaloverloadprotectionwhenavailable.Ifintegralthermaloverloadprotectionisnotavailable,providemanualthermaloverloadstarters.Providecombinationmotorstarter–disconnectcontrollersforpolyphasemotors.Providereducedvoltagestartersformotorsover25HP.Coordinatestartertypewithmotordesignandstartingtorquerequirements.
3-10.3.2.1.2 MotorEfficiencies.MinimummotorefficienciesshallbeeitherEnergyStarorinaccordancewithDOEBuyingEnergyEfficientProductsRecommendations(refertowww.eere.energy.govforrecommendedefficiencies).Providepremiumefficiencymotorswherepossible.PremiumefficienciesshallmeetorexceedthespecificationsofBaldorSuper-EProducts.Applicationswhichrequiredefinitepurpose,specialpurpose,specialframe,orspecialmountedpolyphaseinductionmotorsareexcludedfromtheseefficiencyrequirements./3/
3-10.3.2.2 \2\Includesinglephaseprotectionwhere120V/240V/2/motorsarerequiredbycodetohavethermalprotection,manualthermaloverloadstartersshouldbeprovided.
3-10.3.2.3 \3\ProvidedisconnectswitchesformotorsandequipmentinaccordancewiththeNEC.Providemotor-ratedtoggleswitchesfor120voltmotorswithintegralthermaloverloadprotection.Themanualstartermayserveasthedisconnectfor120voltmotorswithoutintegralthermaloverloadprotectionwhenproperlylocated.Combinationmotorstarter-disconnectcontrollersmayserveasthedisconnectforpolyphasemotorswhenproperlylocated.Provideadditionalnon-fuseddisconnectswitcheswithinsightofthemotorwhenthestarter-disconnectcannotbeplacedwithinsightofthemotor./3/
3-10.3.2.4 \3\ /3/
3-10.3.2.5 Inbranchcircuit,feederandservicecalculations,computereceptacleloadsatnotmorethan180volt-amperesperoutletwithdemandfactorsaccordingtoNFPA70Article220.
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3-10.3.2.6 \3\Allgeneralpurposereceptaclesshouldbe20amps,NEMAWD1.Groundfaultcircuitinterrupterreceptaclesshouldbeprovidedforbathrooms,maintenancebaysandoutdoorreceptacles.Flushfloorboxesforthefirstfloorandpoke-throughboxesonupperfloorsshouldbeprovidedtoconnectpanelsystemworkstationsintheopenofficeareas,asnecessary./3/
3-10.3.2.7 \3\ /3/
3-10.3.2.8 \2\If4(four)ormore3-phasemotorsarelocatedwithinaroomorareauseamotorcontrolcenter(MCC)formotorsrequiringastarter./2/
3-10.3.2.9 \3\GeneralPurposeReceptacles.Generalpurposereceptaclesareinadditiontothespecialpurposeanddedicatedoutletsforspecialequipment.
3-10.3.2.10 Provideaminimumofonegeneralpurpose120volt,20ampereduplexreceptacleoutletineachroom
3-10.3.2.11 Offices.Provideaminimumofonegeneralpurposereceptacleoneachwall.Inofficeswherewallsexceed12feet,provideanadditionalduplexreceptacleforeachadditional12feetofwallorfractionthereof.Receptaclespacingshallnotexceed12feet.Mountreceptaclesinofficesat15inchesabovefinishedfloor.
3-10.3.2.12 ProvidereceptaclesorpowerconnectionsforutilizationequipmentincludedintheprojectaswellasequipmentfurnishedbytheGovernment.Government-furnishedutilizationequipmentmayinclude(butisnotlimitedto)computers,faxmachines,printers,photo-copymachines,officeequipment,vendingmachines,kitchenequipment,computernetworkequipment,securitysystemequipment,motorizedgates,generalmaintenanceequipment,vehiclemaintenanceequipment,batterychargers,andmilitaryequipment.
3-10.3.2.13 CleanPower.TheuseofthistermisasdefinedintheArmyReserveITManual.
3-10.3.2.14 Workstations.Provideeachstand-alone,non-systemfurnitureworkstationwithanadjacentduplexreceptacle(inadditiontothegeneralpurposereceptaclesrequiredbyparagraphsabove)connectedtoaCleanPowercircuit.
3-10.3.2.15 Provideeachstand-alone,systemfurnitureworkstationwithanadjacentdoubleduplexreceptacle(inadditiontothegeneralpurposereceptaclesrequiredbyparagraphsabove)connectedtoaCleanPowercircuit.
3-10.3.2.16 Provideeachgroupofsix(6)(orfractionthereof)modular,systemfurnitureworkstationswithaCleanPowermulti-wirebranchcircuit.
3-10.3.2.17 Provideduplexreceptaclesinadjustable,multi-serviceflooroutletsormulti-servicefire-ratedpoke-throughsforUnitCommonsareaworktables,counters,orcabinetsthatarenotagainstfixedwallsorcolumns.
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3-10.3.2.18 Providepowerthroughadjustable,multi-serviceflooroutletsormulti-servicefire-ratedpoke-throughsforUnitCommonssystemfurniturethatarenotagainstfixedwallsorcolumns./3/
3-10.3.3 InteriorLighting
3-10.3.3.1 Thelightingsystemshouldconsistof2ftx4ft(600mmby1,200mm)lensedlay-influorescentlightfixturesinoffices,classrooms,corridors,toiletsandgeneralareas.Allmechanicalandsmallstorageroomsshouldbeprovidedwithfluorescentstriplighting.Allfluorescentlightfixturesshouldbeprovidedwithenergysaverlampsandballasts.\3\LightinglevelsfortheindividualareasshallconformtothoseindicatedinChapter4andIESrecommendations.Specifiedlightlevelsshallnotbereducedbymorethan10%tomeetEPActrequirements.Individualofficesmaybeprovidedwithasinglelightfixture,centeredovertheworksurfaces,providinganaverage-to-minimumuniformityratiothatshallnotexceed10-to-1.Theaverage-to-minimumuniformityratioshallnotexceed5-to-1inmultipleoccupantofficespaces.ThelightfixturestobeusedforeachfunctionalareaarescheduledinAttachmentEofthisStatementofWork.Thefixturesscheduledrepresenttheminimumqualityandtypeforeachfunctionalarea.Additionaltypesoffixturesandfixturesofhigherqualitymayberequiredasnecessarytomeetthedesignintentandtoaccommodatespecificuserneeds./3/
3-10.3.3.2 EmergencylightingshouldbeprovidedperNFPA101utilizingeitherbatteryemergencylightingfixturesoremergencybatterybackupballastsinthefluorescentfixtures.Exitlightswithbatterybackupshouldbeused.Allemergencyandexitlightsshouldbeconnectedtotheroomlightingcircuit,aheadofanylocalswitching.Anemergencylightingfixtureshouldbeinstalledinallmechanicalrooms.
3-10.3.3.3 Lightingfoot-candlelevelsfortheindividualareasshouldconformtolevelsasindicatedinChapter4.
3-10.3.3.4 Incalculatingfoot-candlelevelsintheofficeareas,thefollowingcriteriaforsurfacereflectanceshouldbeused.Amaintenancefactorof.7shouldbeusedinthecalculations.Floors:20%Ceilings:80%Walls:50%
3-10.3.3.5 Providelightingfixtureswithappropriatelampsforthefunctionofthespace.
3.10.3.3.6 Providelightswitchesinlobbyareas,utility/equipmentspaces,andspecialfunctionrooms.Provideduallevelswitchinginconferenceroomsandclassrooms.
3.10.3.3.7 Provideawallorceilingmountedcombinationlightswitchandpassiveinfraredmotionsensorforlightcontrolinprivateoffices.Ceiling-mountedmotionsensorsshallbeconsideredforlargerooms.
3-10.3.3.8 Provideceiling-mountedultrasonicmotionsensorsforlightcontrolinopenofficeareas,corridors,toilets,lockerrooms,storageroomsandphysicalfitnessrooms.
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Lightinginunitstoragecagesshouldbeswitchedattheendofeachrowofcages,ratherthanwithineachcage.
3-10.3.3.9 Consideranautomaticdimmingsystemutilizingdimmingballastsinfixturesatspacesorportionsofspaceswheresignificantdaylightingcanreduceartificiallightingrequirements;considerspacessuchaslobbies,unitcommons,unitstorage,corridors,andassemblyhallwhendaylightingisprovided.
3-10.3.3.10 Lightswitchesshouldbe20amp,120/277voltAC,specificationgrade.
3-10.3.3.11 \3\ Asecuritylightoutsidethearmsvaultsshallbeprovided.Thislightshallbewiredaheadofanyswitches,bevandal-proof,andshallbeequippedwithaback-uppowersource./3/
3-10.3.4 SpecialRequirements
3-10.3.4.1 Verifygeotechnicalreportforsoilresistivityandprovidecathodicprotectionorwrappingofferrousmetalsasrequired.
3-10.3.4.2 \3\ProvideaULMasterLabellightningprotectionsystemifthecalculationsindicatethatthefacilitylightningriskindexNd>NcbasedonNFPA780.Coordinatelightningprotectionandgroundingwithinformationsystemsrequirements./3/
3-10.3.4.3 PowerconnectionstoanySCIFroomshouldbeprovidedfromadisconnectswitchconnectedaheadofthemainswitch.
3-10.3.4.4 Considerprovidingpowerforvideoprojectorandincludingpublicaddresssystemwithamicrophoneinanylargeconferenceroom.
3-10.3.4.5 \3\Providemulti-outletracewayaboveworkbencheswithreceptacles12inchesoncenterinphotolab,ITworkroom,armorers’room,weaponsrepair,andelectrical/communicationrepairrooms.ProvideaCleanPowercircuitforeachmulti-outletraceway./3/
3-10.3.4.6 Provideaminimumof4receptaclesinreproductionrooms.
3-10.3.4.7 Providereceptaclesforvendingmachines,faxes,printers,copymachinesandspecialofficeequipment.VerifywhetherTenantshaveanyequipmentwithspecialelectricalrequirements
3-10.3.4.8 Provideintrusiondetectionsystem(IDS)inarmsvaultsandAGCCS.ProvidepowersupplyfortheIDScontroller.\2\Ifon-post,transmitalarmsignaltoProvostMarshalsOffice.Ifoff-posttransmitalarmsignaltoFortMcCoy./2/\3\
3-10.3.4.8.1 ElectronicSecuritySystems.Therearetwo(2)separatesecuritysystemsforthisproject,aGovernment-furnishedIntrusionDetectionSystem(IDS)andaContractor-providedEntryControlSystem(ECS).
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3-10.3.4.8.2 IDS:Provideemptyconduitsysteminarmsvaults.Providebackboxesandconduitforsensors,switches,controllers,andalarmsasrequired.Provideconduitforexterioralarmbell.ProvidecontinuousrigidconduitfromIDScontrollertoNOCortelephoneroomasrequired.ProvidepowersupplyfortheGovernment-furnishedIDScontroller.Coordinatelocationsandrequirementswiththeusingagency.Locatealarmcontroljunctionboxoutsidecagedarea,butwithinvault.TheIDSisfurnishedandinstalledbytheGovernment.
3-10.3.4.8.3 ECS:ProvideanEntryControlSystem(ECS).Thisisacompletesystem,CommonAccessCard(CAC)compatibleandcompliant,providedbytheContractorwiththefollowingmajorcomponents:
3-10.3.4.8.4 MicroprocessorControl.Providecentralstationequipmentincludingadigitalcomputerwiththenecessarymemory,powersupply,clock,parts,keyboard,mouse,diskstorage,modem,CD-ROMdrive,reportprinter,UPS,andsoftwaretocontrol,operate,andannunciatethesystem.
3-10.3.4.8.5 EntryControlLocalProcessor.Providelocalentrycontrolprocessinghardware,softwaredevices,andwiringtocommunicatebetweenthecentralstationequipmentandentrycontroldevicessuchascardreaders,doorcontactswitches,andelectricdoorstrikes.
3-10.3.4.8.6 CardReaders.CACcompatibleandcompliantcardreadersatselectedexteriordoors.
3-10.3.4.8.7 ProvideCACcompatibleandcompliantcardreadersandassociatedequipmentforentrycontrolatthefollowingdoors:loadingdockmandoorandmaintenance.
3-10.3.4.8.8 DoorContactSwitches.ProvideDoorContactSwitchesatallexteriordoors.
3-10.3.4.8.9 ElectricDoorStrikes.Coordinatewithdoorhardware.Providepowerandcontrolwiringasrequiredtosupporttheselectedentrycontrolscheme.ProvideinterconnectionwiththefirealarmasrequiredtoallowunrestrictedegresswhentheFireAlarmsystemisinalarm.
3-10.3.4.8.10 Providehardware,software,wiring,devices,controlinterfacesandtestingasrequiredforacompletesystemacceptabletotheGovernment./3/
3-10.3.4.9 \3\ReceptacleslocatedinhazardousareasbesidestheWorkbaysshallbemountedat18inchesabovefinishedfloor.Asstatedin4-3.9.11,receptaclesinWorkbaysaretobemountedat48inchesabovefinishedfloor.AlladjoiningspacesmustbedesignedtomeetNFPA70Article511ordesignedtobenon-rated./3/
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3-10.4 Communications
3-10.4.1 \3\/3/\3\Provideaminimumoftwo(2)dataoutletsineachprivateoffice.Mountoutletsat15inchesabovefinishedfloor./3/
3-10.4.2 \3\/3/\3\ Providedataservicesthroughadjustablemultipleservicefloorboxesorfire-ratedpoke-throughsfortelephoneoutletsinUnitCommonsareasystemsfurniturethatarenotagainstfixedwallsorcolumns./3/
3-10.4.3 \3\/3/\3\ Providedataoutletsinadjustable,multi-servicefloorboxesormulti-servicefire-ratedpoke-throughsintheUnitCommonsareaforworktables(oneoutletperfour(4)seatingpositions(orfractionthereof)),counters,orcabinetsthatarenotagainstfixedwallsorcolumns./3/
3-10.4.4 \3\/3/\3\ ProvidethefollowingCATVoutlets:two(2)inAssemblyHall,two(2)ineachClassroom,andone(1)intheLibraryReadingRoom.Outletsshallbepre-wiredinaccordancewiththeArmyReserveITManualandlocalcableTVcompanyrequirements./3/
3-10.4.5 \3\/3/
3-10.4.6 \3\PublicAddress(PA)Systems.ProvidethePAsystemrequiredbyindividualspacecriteriaparagraphsfortheAssemblyHall,withtwo-channelhigh-fidelitystereocomponentsincludingAM/FMradioandcompactdiscmusicsources,separatemixer/pre-ampandpoweramplifier,deskandfloorstandmicrophones,speakerswitchingpanel,androof-mountedAM/FMantenna.MountcomponentsinanenclosedrackintheChairStorageRoom.ThissystemshallbemutedbyactivationoftheFireAlarmandMassNotificationSystem./3/
3-10.4.6.1 \3\/3/
3-10.4.7 Provideatelephoneorsimilarannunciation/bellsystematthemainentrance,andotherentrancesaspractical.Trainingcentershavenoreceptionist,andarefrequentlylockedduringbusinesshours;visitorswillneedawaytocontactsomeonewithinthebuilding.
3-11 sPeCIFICAtIons
3-11.1 UnifiedFacilitiesGuideSpecifications(UFGS)
3-11.1.1 TheUsingServicetypicallyrequiresthatUSARprojectsutilizeUFGS.UFGSisastandardizedspecificationsystem(somewhatlikeMasterSpecandothermastersystems)andisregularlyupdatedbyDoD.Itisavailableatnocost.
3-11.1.2 UFGSisaperformance-basedspecificationsystem,ratherthanaproducts-basedsystem;referencestomanufacturersarediscouragedinmostcases.Itisintendedtoidentifysalientfeaturesandrequirements,andtopermitanymanufacturer
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orvendortoprovidematerialsorproductswhichcomplywiththoserequirementsinaccordancewithGovernmentmandatesfornonrestrictivesolicitation.
3-11.1.3 SomeCOEDistrictsandtheirclientsprovideversionsofUFGSspecificallytailoredfortheirneeds;USARisoneofthese.Inmostcasesthetailoredversionsdonotincludeallspecificationsections.ThefollowingUFGSversionsmayberequiredforacompleteUSARprojectspecification(linkstoallofthesecanbefoundatwww.lrl.usace.army.mil/ed/default.asp).
3-11.1.3.1 UFGSisthebasedocumentfromwhichallversionsareadapted,andincludesalmostallspecificationswhichwillberequiredforacompletespecification.ItwillbethesourceforsectionsnotincludedintheUSAR-tailoredversion,andmaybeobta�nedatwww.wbdg.org/ccb/browse_org.php?o=70.
3-11.1.3.2 UFGSArmyReserveSupportGuideSpecifications(RST)aretheUFGSSectionsmodifiedandeditedtoreflectminimumstandardsofqualityforUSARprojects.Theymayalsocontainreferencestomanufacturersandmodelnumbers,aswellasadditionaltechnicalandqualityassurancefeatures.ThesearethepreferredspecificationsectionsforuseonUSARprojectsandmaybedownloadedfromwww.lrl.usace.army.mil/ed/default.asp.
3-11.1.3.3 SomeCOEDistrictsalsohaveUFGSversionstailoredtotheirpreferencesandexperience,suchtheCEGSLouisvilleDistrictGuideSpecifications(LRL).Thesemaybepreferredfornon-RSTSectionsbytheDistrictsthatmaintainthem.Theymayberequestedfromtheappropriatedistrict.ForLouisvilleDistrict,seewww.lrl.usace.army.mil/ed/default.asp.
3-11.1.3.4 OccasionallyaprojectmayrequireaspecificationsectionnotprovidedbyUFGS.Insuchcasesthedesignermayusecommercialorin-housespecifications.
3-11.2 SpecsIntact
3-11.2.1 TheUsingServicegenerallyrequiresthatUSARspecificationsbepreparedusingSpecsIntactsoftware.SpecsIntactisfreesoftwareandcanbedownloadedatwww.wbdg.org/ccb/browse_org.php?o=70.
3-11.2.2 SpecsIntact(Specifications-Kept-Intact)isanautomatedsystemforpreparingstandardizedfacilityconstructionspecificationsusedworldwidebyNASA,theU.S.NavalFacilitiesEngineeringCommand(NAVFAC),andtheU.S.ArmyCorpsofEngineers(USACE).UsingtheSpecsIntactsoftwarereducesthetimeandexpenserequiredtoproducefacilitytechnicalspecifications,andreducescostlyconstructionchangesduetoomissions,discrepanciesorimproperqualitycontrol.ThesystemusesMasterGuideSpecificationspreparedbyeachofthethreeagencies.SpecsIntactfacilitatesaninterchangeofconstructionspecificationsamongGovernmentagencies,thereforeeliminatingthenecessityfortheuser’sfamiliaritywithmultipleagencyspecificationsystems.
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3-11.2.3 UserspreparespecificationsbyeditingtheMastertextintheSpecsIntactEditor,whichemploysanapplicationoftheStandardGeneralizedMarkupLanguage(SGML).SGMLisaninternationalstandardthatprovidesamechanismfordefiningandtaggingelementsofinformationwithinthedocuments.ItisthisSGMLtaggingsystemthatallowsthesoftwaretoproducequalityassurancereportsandotherautomatedfeaturestoreducethetimerequiredtocompleteprojectspecifications.Thequalityassurancereportsverifytheaccuracyoftechnicalreferences,submittalrequirements,testandotherrequirements.Itallowstheusertoturnonorofftheviewcapabilityfortags,notes,metricunits,Englishunits,andrevisions,andgeneratesaTableofContentsforprojectsandsections.
3-11.2.4 WhensettingupSpecsIntactforthefirsttime,allspecificationswillgointosubdirectoriescalledMASTERSdirectories.IfusingbaseUFGS,RSTanddistrictspecsections,threeofthesedirectorieswillberequired(i.e.,UFGS,RSTandLRLforLouisvilleDistrict).Thespecificationwriterswill“pull”thenecessaryspecificationsectionsoutofthesethreeMASTERSdirectoriesintoaprojectJOBSdirectorywheretheywillbeeditedfortheproject.
3-11.2.5 TheprojectshopdrawingsubmittalregistershouldalsobepreparedusingSpecsIntact.
3-12 Cost estIMAtInG
3-12.1 TheUSARtypicallyrequiresacostestimatepreparedusingtheMilitaryComputerAidedCostEstimatingSystem(M-CACES).Thereareseveralversionsofthissoftware;thedesignershouldverifywiththeUsingServicewhetheraparticularversionisrequired.TheUSARDesignProcessandSubmittalRequirementshasanexcellentdescriptionofthedesiredscopeoftheestimate.Abriefsummaryfollows.
3-12.2 TheestimatewillbepreparedasaTypeKestimatewhenthenationallaborratesdatabaseisused.TheestimatewillbepreparedasaTypeAestimatewhenasitespecificlaborratesdatabaseisused.TheestimatewillbeorganizedintheWorkBreakdownStructure(WBS)establishedduringtheestimatecreationprocess.
3-12.3 Theestimatewillbecurrent,completeandaccurate,reflectingtheinformationcontainedinthedesigndocumentsoftheassociatedsubmittal.Thelevelofdetailcontainedintheestimatewillbeconsistentwiththelevelofdetailcontainedintheotherelementsofthesubmittal.Squaremeter(SM)pricingandlumpsum(LS)allowancesmaybeusedtopriceelementswithoutsufficientdesigntowarrantmoredetailedpricingmethods.
3-12.4 ProjectescalationfromthedateoftheestimatetothemidpointofconstructionshallbeexpressedasanOwnerCostappliedtotheprojectatthehighestappropriatetitlelevel.Projectshavingmorethanonephasemayrequireseparateescalationvalues.Theeffectivedateofprojectsupportingdatabases(UnitPrices,LaborandEquipment)maynotreflectcurrentpricinginformationfortheprojectarea.TheAdjustPricingfeatureofMCACESmaybeusedtobringtheprojectsupportingdatabasestothe
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currentdateandprojectarea.CostEscalationTablesandAreaCostFactorTableswillbeprovidedbytheGovernmenttodeterminetheapplicableadjustmentfactors.
3-12.5 Designcontingencymaybeappliedatearlydesignstages,dependingontheamountofdesignanticipatedoutsidestandardcriteria.Seespecificdesignsubmittalrequirementsforapplicablepercentages.Whenused,assignthiscontingencyaseitheranOwnerCostbeforeEscalationoraPrimeContractorIndirectCostafterBond,astheestimatingsoftwareallows.DDForm1391typicallyprovidesaconstructioncostcontingency:5%fornewconstructionand10%foradd/alterprojects.Noothercontingenciesareallowed.
3-12.6 ForrequirementsonseparationofMCARandOMARfundingincostestimates,seeSection1-10ofthisGuide.
3-13 eneRGY ConseRVAtIon
3-13.1 Energyconservationthroughbuildingdesignhasreceivedagreatdealofattentioninrecenttimes.Tremendouspotentialexistsfortrimmingenergyconsumptionandoperatingcostsinbothnewandexistingbuildings.Assuch,itisthemostcurrentdirectiveforenergymanagement.Additionalenergyconservationmeasuresareincorporatedin“SustainableDesignGuidelines”,applicabletoUSARprojects.SeeSection2-2.2.,andbelow.UFC3-400-01appliestoallnewandrenovatedfacilitydesign
3-13.1.1 SiteRelatedBuildingslocatedtoutilizewintersun,prevailingwinds,andnaturallandforms.Landscapingandplantingtoshadethebuildingfromsummersunandtoblockwinterwinds.East/westorientationoflongaxisofbuildings.
3-13.1.2 BuildingEnvelope Figure 3-13 USARC, Arden
Hills, MinnesotaNeworreplacementinsulation:thicknesses,
insulatingvalues,insulationplacement,andvaporbarriers.
Energyefficientwindows:reducedglassarea,thenumberofpanes,lighttransmissionandreflectivity,typeofwindowconstruction,windowplacement,double/tripleglazedwindows,etc.Protectionofwindowsfromdirectsummersun:overhangs,shades,blinds,solarfilms,tintedglass,solarscreensandplantings.
Weatherstrippingandcaulkingtoreduceinfiltration.Entrancevestibules.Buildingshapesorframeswithlowexteriorsurfacetovolumeratio.Maximizeadvantageofwintersolarheatgainandnaturaldaylight.Earthcontactdesign,suchasfullorpartialwallbermsorunderground
structures.
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3-13.1.3 DistributionSystemPipeandductinsulation.Neworreplacementsteamtraps.Adjustableflowratesonfansandpumpstocarefullymatchload.
3-13.1.4 HVACEquipmentSystemzonesbasedontheTenantprofileofthebuilding.High-efficiencyboilers,furnacesandunitheaters.Multipleboilersforbetterpartloadefficiencies.Wasteheatrecoverydevices.High-efficiencyairconditioningequipment.Timeclocksandsetbackthermostats.Lowleakagedampers.Economizers.High-efficiencyfilterstoreduceventilationandpowerusage.Temperedairtoexhausthoods.Computer-basedenergymanagementsystems.
3-13.1.5 DomesticHotWaterInsulatedwaterheatersandstoragetanks.Waterconservingfixtures.Timeclocksonwaterheaters.Wasteheatrecoveryforwaterheating.Separatewaterheatersforkitchenandtoilets.
3-13.1.6 LightingDecreasedlightlevelsinnoncriticalareas.High-efficiencylampsandballasts.Moreefficientfixtures,andbetterlenses.Tasklighting.Switchingtoallowformoreindividualcontrolinunoccupiedareasor
naturallylitareas.High-efficiencyexteriorlightingwithtimeclockorphotocellcontrol.Daylightingwherepossibleinconjunctionwithlightfixtureswithdimming
ballasts.
3-14 AntIteRRoRIsM FoRCe PRoteCtIon
3-14.1 USAR-specificAT/FPcriteria,applicabletotheAT/FPcriteriadocument,definestheassemblyhalloranauditoriumasa“primarygatheringstructureorarea,”wheremorethan50peoplegatherinonespace.\3\ACSIM-ODRhasissuedsomeimplementationguidanceforUFC4-101-01providingspecificdirectionregardingAT/FP,thismemorandumispostedontheArmyReserveCustomersWebsite(www.lrl.usace.army.mil/ed2/default.asp?mycategory=212).AllportionsoftheTrainingCenterareconsideredPrimaryGatheringSpaces.OtherBuildingswillbeclassifieddependentontheiroccupancy.SpecialconsiderationshouldbepaidtotheoccupancyoftheworkbaysintheOMSandAMSA,ifthedensityisgreaterthanonepersonper400sf
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(37sqm)theoccupancyofthespacemustbecounted./3/
\3 /3/
3-14.2 TheAT/FPcriteriarequireaminimumstandoffdistancefrompropertylinestoinhabitedstructures,andtoprimarygatheringstructures.Uncontrolledparkingandroadwaysalsorequireminimumsetbacksfromprimarygatheringareas,andfrominhabitedstructuresorareas.
\3 /3/
3-14.3 Trashcontainersmustbekeptaminimumdistancefrominhabitedstructures,andfromprimarygatheringareasasillustratedinUFC4-010-01.Thisincludestrashcontainersservingthekitchenarea;theymustbeaminimumdistancefromtheassemblyhall.
3-15 ACCessIBILItY
3-15.1 AllbuildingentrancesandPOVareasshouldbeaccessibletoaccommodatevisitorsandcivilianemployees.
3-15.2 ProvideaccessibleparkingspacesinaccordancewithADAAGandUFAS.
3-16 enVIRonMentAL
3-16.1 Non-contaminatedSiteIssues
Figure 3-14 USARC, Arden
Hills, Minnesota
3-16.1.1 Wetlands
3-16.1.1.1 Thesitetopographicsurveyshouldincludedelineationandsurveythelimitsofwetlandsidentifiedonthesite,ifany.Thefirstconsiderationistoavoidwetlandareasandtodirecton-sitedrainagetostormwatertreatmentorstoragepondspriortodischargeintowetlands.InadditiontomeetingFederalregulationsregardingwetlands,itisrecommendedthatdesignercoordinatewithStateandlocalagencieswithwaterresource/wetlandjurisdiction.TheRSCandCOEDistrictOfficeshouldbeconsultedforpointsofcontactwithsuchagencies.
3-16.1.1.2 Iftheareaofwetlandsimpactedisovertheregulatorymaximum,wetlandmitigationwillbeaccomplishedaccordingtothestandardsofthelocalorstatewaterresourcesagency.Thesitesizemaynothavesufficientareatoaccommodatewetlandmitigation.Off-sitemitigationorpurchaseofwetlandmitigationcreditsfromestablishedwetlandmitigationbanksmayberequired,butshouldbeavoidedifpossibleduetoassociatedcostsandcomplicationsofoff-sitework.
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3-16.1.2 NoiseandAir.
3-16.1.2.1 AnynoiseandairimpactsidentifiedfromtheEnvironmentalAssessmentwhichrequiremitigationorpermittingwillbeincorporatedintothedesign.Typicalemissionsfromasitemightincludeboilersandotherequipmentthatemitheat,fumesorparticles.
3-16.1.2.2 Typically,sitelocationsareinareaswhichpermitcommercialorindustrialtypeuseswithcorrespondingnoiseandairqualitystandards.Thegenerallayoutofthesiteshouldconsiderlocatingareasofconcentratedvehicleoperationsandassociatednoiseawayfromneighboringpropertiesforwhichnoisemaybeanissue.
3-16.1.3 TrafficSafety
3-16.1.3.1 AsoutlinedinSection3-2,coordinationwithlocalroadwayagenciesandimplementationofDOTrecommendedroadwaygeometricswillaccommodateamajorityofthesitetrafficsafetyneeds.Theroadwayagencymaydictatecontroldevicessuchasstopsignsandotherroadwaydesignfeaturesataccesspoints.
3-16.1.3.2 Ifthesizeofthesiteanditsinteriorsitetrafficcirculationissubstantial,considerdesigningtrafficcontrolsignssuchasstopsigns,pedestriancrossingwarningsigns,pavementmarkings,directionalsigns,informationsigns,andspeedlimitstoprovidesafetrafficcontrolandeliminateconfusingtrafficpatternsonthesite.
3-16.1.4 Groundwater
3-16.1.4.1 Groundwaterisnotasubstantialissueonmostsites;however,somesitesmayhaveshallowgroundwatertableswhichmayaffectthemethodologyofconstruction,andrequiremeasuressuchastemporarydewateringtoinstallitemssuchasdeeputilitiesandfoundations.Thecontractorwillberequiredtoobtainthenecessarystateandlocalpermitsfordewateringoperationsandtocontrolitsappropriationanddischarge.ItemssuchasFrenchdrainsorinfiltrationwellsshouldnotbeused.
3-16.1.4.2 Othersiteusessuchaswashracksandrefuelingpoints,whichmayintroducecontaminantstothegroundwater,mustbecontrolledtocontainpotentialreleasesofcontaminants,andthedesignmustaddressthecontrolmeasures.
3-16.1.4.3 Ifthesiteisnearamunicipalwell,wellheadprotectionprovisionsmaybeineffect.Theutilityorwellownerwillbecontactedregardingtheseprovisions.Wellheadprotectionprovisionsmayalsoberequiredbystaterulesinsomelocations.
3-16.1.5 WaterQuality
3-16.1.5.1 SurfacewaterrunoffqualityisaddressedinSection3-2.1above.Facilitieswhichcouldaffectthequalityofrunoffwater,suchaswashracksandfuelingstations,willbeconnectedtoalocalsanitarysewerthroughon-siteoil/waterseparatorsand/ormechanicalwater/contaminantseparators.
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3-16.1.5.2 Exteriorconnecteddrainstosanitarysewersshallbeunderroofedareasorcontainvalvestocontroldischargeintothesewer.Containmentareasmayalsobeprovidedforcontaminantswhichmayaffectsurfaceorgroundwaterqualitytoprovideforitscontrolpriortobeingsafelycollectedandremovedanddisposedofbyhazardousmaterialteamsorcontractors.
3-16.1.6. TemporaryConstructionImpacts
3-16.1.6.1 TemporaryerosionandsedimentcontrolrequirementsareaddressedinSection3-2.1.3above.Otherrequirementsmayincludeuseofflagpersonsand/orspecialcontrolsignsduringsiteconstruction,foraccesstothesiteandon-siteroutingofconstructiontraffic.
3-16.1.6.2 Fugitivedustfromconstructionshallbecontrolledbyuseofapplicationofwaterordustretardantchemicalstoearthworkareas.Airomissionsandnoiseduetoconstructionarerecognizedastemporaryenvironmentalimpactsandgenerallydonotrequiremitigationorspecialpermitsotherthanthenormallicensesorpermitsrequiredbyconstructioncontractors.
3-16.1.7 ItisnotunusualforUSARsitestoharborprotectedwildlife.Thedesignwilladdressanymeasuresidentifiedintheprojectenvironmentaldocumentation.
3-16.1.8 Areaswithnaturalvegetationshouldbepreservedtotheextentpossible.
3-16.2 ContaminatedSiteIssues
3-16.2.1 Asbestos/Lead/PCBs
3-16.2.1.1 Newconstructionwillnotincorporatematerialswhichcontainasbestos,leadorPCBs,orwillonlyincorporatetheminenvironmentallyacceptableforms.Designsforexistingfacilityalterationswillnormallyincludemitigationprovisions.Mitigationdesignistypicallybasedonpreviouslyaccomplishedenvironmentalassessments,andfeasibilityandmitigationstudies,butoccasionallymayrequirethedesignertoperformenvironmentalinvestigations.
3-16.2.1.2 MitigationdesignwillcomplyFederal,stateandlocalrulesandregulations,andwillnormallybecompletedwithregulatoryclosureapprovalpriortootherconstruction.Theconstructioncontractorshouldbemadeliableforcontrolanduseofpotentiallycontaminatingmaterialsusedintheiroperations.
3-16.2.2 PetroleumProducts
3-16.2.2.1 Anyenvironmentalstudiesconductedpriortodevelopmentshouldidentifywhetherthereareon-sitepetroleumcontaminationissues.Ifpetroleumcontaminationconsistsofsurfacespillsorshallowconcentratedareas,theareasarenormallymitigatedbyremovalanddisposalofthefuelandanyadjacentcontaminatedsoil.Undergroundtanksshouldberemovedandcontaminatedsoilsdisposedof,with
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regulatoryclosurepriortoconstructiononthesite.
3-16.2.2.2 CertainGovernmentsites,usuallyonexistingGovernmentinstallations,maybeincludedinalargerzoneofpetroleumcontamination.Insuchcases,theGovernmentmaymakeadeterminationthatthesiteisdevelopableevenwiththepresenceofpetroleumcontamination.Sitedesignshouldaddresspossiblevaporemissionsandaccommodateanyexistingmonitoringwells,extractionwellsortreatmentfacilities.Contractorswillberequiredtohaveapprovedhealthandsafetyoperatingplansinplacepriortocommencingworkonthesite.
3-16.2.3 Munitions
3-16.2.3.1 SomeGovernmentsiteswillhavehadmunitionsstorage,training,manufacturing,orhandlingfacilities.Insuchcases,thesiteshouldbeclearedofallmunitionsbyGovernmentordinancedisposalteamsorcontractors.
3-16.2.3.2 Soilandgroundwatersamplingprogramsshouldidentifyanycontaminationissuesfrommunitions,chemicalsorrelatedmaterials.Thesiteshouldbeclearedofmunitionsandrelatedcontamination,andhaveregulatoryclosurepriortoconstructiononthesite.
3-16.2.4 Identificationofongoingsitecontaminationduetooff-siteactionsbeyondcontroloftheGovernmentwillbeidentifiedandmeasurestoaddressthecontaminationdeveloped.
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CHAPteR 4
InDIVIDUAL sPACe CRIteRIA
4-1 GeneRAL
4-1.1 TheindividualspacedesigncriteriaandinformationinthisChapterreflectstypicalguidanceonusageandcodecompliance;theDesignAgencyshouldverifythatitmeetstheTenants’needsandcomplieswiththespecificcodeandotherrequirementsoftheirproject.
4-1.2 ThisChapterdelineatesthefunctionalandenvironmentalrequirementsformostindividualspaceswithinthetrainingcenterandmaintenancebuildings.Notallprojectsincludeallofthespaces,norareallofthepossibletypesofspacesincludedinthisDesignGuide.Specificinformationregardingthetypesandsizesofspacesauthorizedaredeterminedbytheprojectdocuments.TheUsingServicewillsupplementtheinformationhereinattheinitialdesignconference;\3\withinthecontroloftheACSIM-ODRProjectOfficer./3/
4-1.3 ThespacesizesnotedbelowreflectcurrentUSARauthorizationsforthespaces.TheUsingServicewillprovidetheactualauthorizedareaforeachspaceintheprojectdocuments,andwheretherearedifferencesbetweentheareasinthisGuideandtheprojectdocuments,theprojectdocumentsgovern.SincetheGovernmentbuildingauthorizationincludesanallowanceforstructure,theseareassumedtobenetspaceauthorizations.TheDesignAgencyshouldendeavortomatchthedesigntotheauthorizedspaces,butitisacceptableforactualareaofanyspacetovaryfromtheauthorizationbyplusorminus10%,exceptfortheassemblyhall,whichcannotbelargerthanauthorized.
4-1.4 ThespaceslistedinthisChapterarethosecommontomostUSARunitsandfacilities.ThereareadditionalspaceswhichareauthorizedonlyforcertaintypesofReserveUnits.Informationonthespaces,andtheirauthorizedarea,canbefoundinAR140-483.
4-1.5 Occasionally,theTenantswillidentifywhattheybelieveisarequirementforaspaceorfunctionthatisnotintheprojectauthorizationdocuments.WhensucharequirementisapprovedbytheUsingService,thespacetoaccommodatemustcome“outofhide;”theDesignAgencymustborrowthenecessaryspacefromotherspaces.OneexampleofsuchaspaceisaphotoidentificationroomformakingfacilityorinstallationidentificationcardsfortheTenantsandtheirdependents.
4-1.6 Alllocksetsshouldbemortise-type;functionsareshownbyspecificspacebelow.
4-1.7 \2\Specifyoneindividualtrashreceptacleforeachprivate,sharedandunitcommonworkstations.Specifylargetrashreceptacleswithlidsforassemblyhall,breakrooms,classrooms,library,physicalreadinesstrainingandshowers.Largetrash
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receptaclessizebaseonroomoccupancy./2/
4-1.8 Allequipmentindicatedforspacesbelowispartofthedesignandconstruction,unlessnotedasprovidedbyGovernmentorTenants.
4-2 tRAInInG CenteR BUILDInG
4-2.1 Full-timeOffices
4-2.1.1 Full-timeofficesareusedbypermanentUSARstaffforthedailyadministrationtasksassociatedwiththeunit’smissionandtheoperationofthefacilities.Thefull-timestafftypicallyworks8-hourdaysfromMondaytoFriday,andtheyarethemajorbuildingTenantsduringtheweek.Designofthesespaceswillbesimilartoatypicalbusinessoffice.\3\Onlycertaingradesandstaffpositionsareauthorizedprivateofficespace.ACSIM-ODRmayauthorizeadditionalofficesifitwillenhancetheunitmissionaccomplishment./3/
4-2.1.2 Full-timeofficesmaybedesignedforasingleoccupantorformultipleoccupants,basedonTenantrequirementsandfunctionalefficiency.Avoidroomarrangementsthathavetheoccupants’backtothedoor.Insomecases,theDesignAgencymaywishtorecommendcombiningsomefull-timeofficesforreasonsofdesignefficiencyorflexibility.
4-2.1.3 \2\Provideoneeachsinglequadpowerreceptacle\3\andoneeachvoice/dataoutlet/3/ateachdesklocationtoaccommodatepotentialforavarietyofequipmentthatmaybeutilized.Onthe“U”configureddeskunits,place\3\thesereceptaclesandoutletscentered/3/atthebridgelocationandonthe“L”configureddeskunits,place\3\thesereceptaclesandoutletscentered/3/atthereturnlocation./2/\3 \Onthe“U”configureddeskunitsplaceaconveniencepowerreceptaclecenteredonthecredenza.Mountthesereceptacles15inches(300mm)abovethefinishfloor./3/
4-2.1.4 \2\GeneralOfficerandstaffsuite,O6CommandingOfficersandO6CommandingOfficer’sCommandSergeantMajorofficesshallbedistinguishedfromtypicalprivateofficeswiththeuseoftraditionalwoodfurniture./2/ \3\ Gradeofwoodfurnitureisbasedonoccupantsrank,seetheArmyReserveCustomer’swebpageontheUSACELouisvilleDistrict’swebsiteformoreinformation/3/
4-2.1.5 SpaceDesignInformation
General/CodeSize–120sf(11sqm)eachtypical;largerforhigherranks;\3\constructroom
withnodimensionbelow9ft-6in(2900mm)toaccommodatefurniture/3/Occupancy–businessOccupancycount–varies;1personperworkstationArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)
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Floor–carpet\2\ t�le/2/;VCTasanalternativeBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–coatrackmountedonthewallbehindthedoorLockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–7825degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceand\2\computer quadpoweroutletasdescribedin
4-2.1.3/2/Voice/data–twotelephone/dataoutletsperdeskunit/workstation\1\ FurnitureDeskunitwithbox/box/fileandfile/filepedestalsKeyboardtraywithmousepadOverheadswithtasklightTackboard\3\/3/High-BackdeskchairTwoguestchairsLateralfilesand/orbookcasesContactLouisvilleDistrict,CorpsofEngineersforlatestinformationonuseof
woodfurnishings\3\ SpecificlayoutsandcomponentscanbefoundontheArmyReserve
Customer’swebpageontheUSACELouisvilleDistrict’swebsite/3/equipmentVerifyifadditionalequipmentrequiredinsomeofficesspecial features or considerations /1/
4-2.2 UnitExclusiveOffices
4-2.2.1 UnitexclusiveofficesareusedperiodicallybyUSARsupervisorsfortraining,trainingadministration,andtheoperationoftheunits.Themajorityoftheusewilloccurondrillweekends.
Figure 4-1 Single Office
Figure 4-2 Shared Office - A
Figure 4-3 Shared Office - B
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4-2.2.2 SpaceDesignInformation:Designofthesespaceswillbesameasthefull-timeofficesabove,andthesamespacedesigninformationapplies.
4-2.3 UnitCommons
4-2.3.1 UnitcommonsprovideworkingareasandworkstationsfortheUSARsoldiers,fortrainingandadministrativetasks.Usetypicallyoccursonthesoldiers’drillweekends,withdifferentunitsandsoldiersusingthespacesondifferentweekends.\2\ Eachunitcommonworkstationisauthorizedapproximately100sqft,whichincludescirculation,common-usefilecabinetsandworkareas./2/Circulationfromtheallocationforthebuildingmustbeusedtoprovidesufficientspaceforafunctionalunitcommonspace.Someofthosewhoprepareprojectauthorizationsallowforthisandshiftspacefromcirculationtounitcommonswhenpreparingthespaceallocationworksheet.
Figure 4-5 Unit Commons
Figure 4-4 Unit Commons4-2.3.2 \1\Panel-basedsystemsfurnitureworkstationsare
typicallyusedinopenoffices,althoughmetaldesk-basedfurnitureworkstationsmaybeusedinsmallopenofficesoftenincludedinOMSbuildings.Workstationsforopenofficesmaybeconfiguredforindividualworkstations,groupsorclustersofworkstations,oracombinationofindividualandgroupworkstations.AdditionalcountersorfurnituremayberequiredtoaccommodateTenants’equipment,suchasprinters,coffeemakers,andsimilaritems(thesearenottobepoweredfromthepanel-basedsystemsfurnitureorthemetaldesk-basedfurniture).TheTenantsshouldbeaskedtoprovideinformationontheirotherequipmentandspaceneeds.ContactLouisvilleDistrict,CorpsofEngineersforlatestinformationonUnitCommonsworkstationrequirements./1/
4-2.3.3 \3\ Providepowerandtelecommunicationservicesthroughadjustable,multi-servicefloorboxesorfire-ratedpokethroughsforareaswheresystemfurnitureisnotagainstfixedwallsorcolumns.Floorboxesorfire-ratedpokethroughsshouldbeprovidedforworktables(oneoutletperfourseatingpositionsorfractionthereof),counters,orcabinetsthatarenotagainstfixedwallsorcolumns.Designershouldprovidedimensioneddrawingswithlocationsoffloorboxesforpower,dataandphone./3/
4-2.3.4 Inadditiontothefilesprovidedintheworkstations,theDesignAgencyshouldtrytoprovidesufficientspaceforcommon-usefilecabinetsinmostunitcommons.
4-2.3.5 SpaceDesignInformation
General/CodeSize–60sf(5.6sqm)eachauthorizedunitcommonspace,plus15%oftotal
forcirculation
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Occupancy–businessOccupancycount–varies;1personperworkstationorseatArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–carpet\2\t�le/2/Base–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–\2\coatracksmountedonwall/2/Lockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceduplexes\3\Voice/data-twovoice/dataoutletsperworkstation,wallphoneoutletfor
commonuseareas,voice/dataoutletforcommonareacopiers,printersandFAXmachines./3/
\1\Furniture\3\ PanelBasedWorkstations-Specificlayoutsandcomponentscanbefound
ontheArmyReserveCustomer’swebpageontheUSACELouisvilleDistrict’swebsite
Eachbox/box/filepedestalataworkstationshallhaveapenciltrayandbekeyeddifferently/3/
equipmentVerifyifcommon-useprinters,faxes,coffeemakers,etc.,willbeprovidedby
Tenants.Cabinetswithcountersmaybeprovided.special features or considerationsConsidersinkswithgooseneckfaucetsforcoffeestationsinlargercommonsDedicated20AcircuitsforanylargeprintersCirculationspacemustcomefromfacilitycirculationallowance\3\/3/SomeTenantsprefertohaveteamgroupingsofworkstations,orafew
table/chairstationswhichcanalsofunctionasmeetingareas/1/
4-2.4 Recruiting/RetentionOffice
4-2.4.1 Thisspaceisforunitretentionpersonnelandisusedprimarilyforadministrativepurposes.Thisspaceisalsowherepotentialmembersandre-enlisteesareinterviewed.Theretentionofficemustbeeasytolocate,adjacenttothemainentrance,andadjacenttofulltimerecruitingpersonnel.Thisspaceissharedbyallassignedunits.
4-2.4.2 Therewillalsobeanofficetoaccommodatetwofull-timerecruitingpersonnel,aspartofthefull-timeofficespaceauthorization.Itshouldbelocatedadjacenttothe
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recruiting/retentionoffice.Glazedpanels(doororsidelight)maybeusedtoemphasizepublicaccessibility.
4-2.4.3 SpaceDesignInformation
Figure 4-6 Recruiting /
Retention Office
General/CodeSize–250sf(23.25sqm)eachtypicalOccupancy–businessOccupancycount–1to4Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Suspendedacousticalceilingtile.(ACT)Walls-Paintedgypsumboard.Floor–carpet\2\t�le/2/Base–rubberTrim–\2\coatrackmountedonthewallbehindthe
door/2/Lockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–25degreesC(78F);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceandcomputerduplexesVoice/data–telephoneanddataoutlets\1\ FurnitureDeskUnits similartofull-timeofficesabovewithtwo(2)guestchairseachdesk
un�tLateralfileforeachdeskunitBookcaseFreestandingliteraturerack\3\/3/Loungechairsortableandchairsinaseatingareaasspaceallows\3\/3/equipmentVerifyifprinters,faxmachines,coffeemachines,etc.,willbeprovidedby
TenantsDedicated20Acircuitforanylargeprinterspecial features or considerationsSpaceforTenants’literatureracksmayberequired/1/
4-2.5 FamilySupportOffice
4-2.5.1 ThisspaceisfortheuseoftheTenants’familysupportgroups,andforunitmembers’familieswhentheyaremeetingwiththefamilysupportgroups.Itshouldbelocatednearthemainentrytobeeasilyaccessibletothevisitingfamilymembers.The
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spaceauthorizationistypically200sf(18.6sqm).
4-2.5.2 Considerprovidingawindowordoorsidelightintoanadjacentlobbyorcorridorbutprovideblindstoallowforprivacywhenneeded.
4-2.5.3 FurnitureshouldbecoordinatedwiththeTenants,mostprefersomeworkspaceswithvisitorchairs,andaseatinggrouparoundacoffeetable.Considerasmallrefrigeratorfordrinksforvisitingfamilymembers.
4-2.5.4 SpaceDesignInformation:Designofthesespacesshouldbesimilartotherecruiting/retentionofficesaboveandthesamespacedesigninformationapplies.
4-2.6 AdministrativeSupport
4-2.6.1 Ma�lRoom
4-2.6.1.1 Themailroomisthepointforreceiptanddistributionofallinterofficeandintraofficecorrespondence.Thisspacewillnotbestaffedfull-time,butwillprovideamailscreening,sortingandpickuparea.\3\ForReserveCentersoninstallations,themailroommayneedtobere-configuredbasedoncentralmailscreeningfacilityandprocesses./3/ Figure 4-7
Mail Room4-2.6.1.2 Themailroomshouldbeenclosedandequippedwithalockabledoorandshouldbedesignedtomaximizewallspace.Avestibuleforpickingupmailisrequired,ratherthanhavingmailslotsopenintothelobbyorcorridor.APostalServiceapprovedmailboxunitisprovided;coordinatesizeandnumberofmailslotswithTenants.MostTenantsprefermailslotsthatwillaccommodate\3\9inchby12inch/3/envelopeswithoutfold�ng.
4-2.6.1.3 \3\ Themailroomauthorizationshouldbedividedintotwospaces:ascreeningroomandasortingroom.Athirdadjacentspace,thevestibule,countsaspartofthebuilding’scirculationallowance.Thescreeningroomisonanexteriorwall,wheremail/UPSisbroughtdirectlyintothebuildingandcheckedforpotentialthreats(e.g.,letterbombs,corrosivematerials,etc.).Thescreeningroomshouldhavefloor-to-structurereinforcedCMUwalls./3/
4-2.6.1.4 \3\ Adjoiningthescreeningroomisthesortingroom./3/Mailsorting/handlingroomswillhavegypsumboardwalls\3\ withmetalmesh/3/fromfloortostructure,andagypsumboardceilingtoprovideevidenceofattemptedentry.
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4-2.6.1.5 space Design Information
General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-0in(2600mm)Floor–VCT\2\/2/Base–rubberWalls–paintedgypsumboard/\2\CMU/2/Ceiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1\3\HVACsystemshallcomplywithUFC4-010-01andductworkforother
systemsshouldnotpassthroughthemailroom,mailroomductworkshouldnotpassthroughotherspaces,segregateintakeandexhaustasmuchaspracticalgiventheseconstraints./3/
electricalLighting–50fc;dual-levelswitchingReceptacles–convenienceduplex,someatcounterheightVoice/data–telephoneanddataoutlets\3\ FurnitureTablesizedappropriatelyforthescreenroomMediumtrashbin/3/equipmentVerifyifpostageorothermachinesrequirepowerUpperandlowercabinetswithcountersforworkspaceandstoragespecial features or considerations\2\FollowmailroomcriterialistedinUFC4-010-01/2/Someunitslocatealargecopierinthisspace.
4-2.6.2 Reproduction
4-2.6.2.1 Thisspaceprovidesforthereproductionandcollatingofadministrativecorrespondence,bulletins,orders,andsimilarpaperwork.ThespacemayalsohousehardcopyprintersconnectedtocomputersintheofficespaceortotheLAN.Diazoorblueprintreproductionisnottypicallyincludedinthisspace.
4-2.6.2.2 Thereproductionspaceshouldbelocatedadjacenttotheadministrationspace.ThespacemustbelargeenoughtoaccommodatetheTenants’copiers,andhavetableorcounterspaceforcollatingandbinding.Sufficientstoragespaceshould
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beprovidedforoperatingquantitiesofpaper,toner,ink,officesupplies,forms,etc.Thesizeofthisareawillberelativetothesizeoftheunitandspecificreproductionrequirements.
4-2.6.2.3 SpaceDesignInformation Figure 4-8 Copy Room
General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCT\2\/2/Base–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–classroomCabinetswithcountersforworkspaceandstorage.MechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceduplexesVoice/data–wall-mountedtelephoneFurnitureVerifyequipmentbyTenantsandpower/datarequirements\3\ MediumTrashcan/3/equipmentCabinetswithcountersforworkspaceandstoragespecial features or considerationsLargecopiersmayrequireexhaust\3\
4-2.7 InformationTechnology(IT)Spaces
4-2.7.1 ITSpaces-GeneralInformation
4-2.7.1.1 TheArmyReserveITspacesdescribedbelowarethespacesinanArmyReservefacilitythatarededicatedtohousingtelecommunicationserviceanddistributionprovisionsforthefacility,ortoprovidingspacesolelyforUserdataprocessingandtelecommunicationsoperations.AlmostallArmyReservespaceshavesomeITprovisionstoallowUsersaccesstodataorcommunications;thespacesdescribedbelowhavedataaccessandtelecommunicationastheirprimarypurpose.
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4-2.7.1.2 DescriptionsandrequirementsformostArmyReserveITspacesarefoundbelow.TheinformationforITspaceslistedhereareinadditiontowhatisspecifiedintheArmyReserveITManual.ItisintendedtobespacedesignspecificandusedbythedesigneroftheArmyReservefacility.DetailedfloorplansfortheEntranceFacility(EF)TelecommunicationsEquipmentRoom(TER)andTelecommunicationsRoom(TR)areintheArmyReserveITManual.TheArmyReserveITManualisavailableatwww.lrl.usace.army.mil/ed2/default.asp?mycategory=212.
4-2.7.1.3 ThespacesizeslistedbelowaretypicalorminimumsizesforArmyReservefacilities.Authorizedareasforspacesforindividualprojectswillbeprovidedintheprojectdocumentation,particularlyinthe1391.
4-2.7.1.4 TheITspacesdescribedrequireaspaceallocationequaltoapproximately1.1%ofthenetTrainingCenterarea(netareaequalsgrossbuildingareaminusstructural,circulation,mechanical,toilets,andsimilarsupportareas).This1.1%allocationprovidesunoccupiedspaceforoperatinganddistributionoftheITsystemandinfrastructure.ItisintendedtoprovidesufficientspaceforEF,TR,TERandsimilarIToperationanddistributionspaces.
4-2.7.1.4.1 Asofthedateofthischange,the1.1%allocationhasnotbeenincorporatedintoAR140-483,ArmyReserveLandandFacilitiesManagement,AppendixB,andsomaynotbereflectedintheindividualproject1391atpresent.TheArmyReserveProjectOfficermustauthorizedeviationsfromtheproject1391forcompliancewiththisguide.IfauthorizedbytheProjectOfficer,thespacewillcomefrom1391authorizationsforNetworkOpsCenterandDemarc;it’slikelysomespacemaycome“outofhide.”
4-2.7.1.5 ThelightlevelscalledforintheTERandTRareminimumhorizontalilluminationlevelsmeasuredatthefrontandbackfacesoftheITracks.CloselycoordinatelightfixturelocationstoavoidconflictswithITracksandcabletray.DonotblockaccesstoITracksorcabletrayanddonotblocklightfixturesfromprovidingtherequiredilluminationlevels.
4-2.7.1.6 ProvidefireprotectionsystemsfortheEF,TER,TRspaces.Coordinatethelocationofthesprinklerheadsintheroomswiththeequipmentintherooms.ComplywithTIA-569-BfireProtection.
4-2.7.2 EntranceFacility(EF)
4-2.7.2.1 Thepurposeofthisroomistoisolatetelecommunicationserviceproviderequipmentandprovisionsfromtheremainderofthefacilitytelecommunicationsinfrastructure.DuetoGovernmentserversandotherequipmentintheTER,theEFisrequiredtobeaseparatespacetomaintainsecurityofTERfromserviceproviderpersonnel
4-2.7.2.2 Thisspaceisoptimallylocatedontheperimeterofthebuilding,andonthesideofthebuildingclosesttoutilityconnectionpoint.Provideaccesstothespacefrom
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insidethebuilding;nowindowsaredesired.RefertoFigure3-2intheArmyReserveITManualforatypicalEFplanviewdrawing.
4-2.7.2.3 SpaceDesignInformation
General/CodeSize–80sf(7.5sqm)typicalOccupancy–businessOccupancycount-unoccupiedArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)minimumheighttostructureFloor–static-dissipativeVCTBase–rubberWalls–paintedgypboardorpaintedCMUcontinuoustostructureCeiling–none;paintedstructureTrim–noneLockset–storeroomorclassroomMechanicalHeating–maintain64ºF(18ºC)Cooling–maintain78ºF(25ºC)whenactivedevicesarepresent;otherwise
amb�entVentilation–complywithASHRAE62.1electrical Lighting–50fc(540lux)Receptacles–SeeChapter3Voice/data–onetelephonejack\3\FurnitureNofurniturerequiredequipmentRefertoITManualforequipmentrequirements/3/special features or considerationsFire-resistantplywoodbackboardsontwoadjacentwallsNospecialsecurityrequirementsProvidewirecagesoversprinklerheadsanddrainagetroughsbelowsprinkler
pipes
4-2.7.3 TelecommunicationsEquipmentRoom(TER)
4-2.7.3.1 Thisspaceisprovidedtohousefileandprintservers,dataswitchesandthetelephoneswitch.Itwilltypicallybelocatedinthemainbuildingofamulti-buildingfacility,normallytheReserveCenterbuilding.Itisthemaintelecommunicationsdistributionpointforitsbuildingandthefacility.
4-2.7.3.2 TheTERmayserveastheTRfortheflooritoccupies;largerbuildingsorbuildingconfigurationmayrequireadditionalTRsonthatfloor.
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4-2.7.3.3 Acentrallocationisoptimalforefficiencyofcabledistribution.Provideaccessintothespacefromtheinteriorofthebuilding;theTERmaynotprovideaccesstoanyotherspaces.Bufferthespacefromelectricalandmechanicalroomsandequipment,inordertominimizethepotentialforsignalinterferenceandductwork/cabletrayconflicts.Nowindowsaredesired.Refertofigure3-3intheArmyReserveITManualfortypicalTERplandrawing.
4-2.7.3.4 SpaceDesignInformation
General/CodeSize–120sf(11.2sqm)minimum;provideadequatespacetoaccommodate
facilityITrequirementsOccupancy–businessOccupancycount-unoccupiedArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)minimumheighttostructureFloor–static-dissipativeVCT Base–rubberWalls–paintedgypboardorpaintedCMU,continuoustostructureCeiling–none;paintedstructureTrim–noneLockset–storeroomorclassroomMechanicalHeating–maintain64ºF(18ºC)Cooling–maintain78ºF(25ºC)Ventilation–complywithASHRAE62.1Humidity–maintainbetween30and55percentrelativehumidityelectrical Lighting–50fc(540lux)Receptacles–convenienceduplexes-SeeChapter3oftheArmyReserveIT
ManualVoice/data–onetelephonejack\3\ FurnitureSmall30x36inchtablewithCPUsling/3/equipmentFourstandardfloormounted19”(480mm)telecommunicationsracks,minimumAnyUPSrequiredwillbeprovidedbyUSARC,notprojectspecial features or considerationsFire-resistantplywoodbackboardsontwoadjacentwallsforservicepunch-
downandterminationNospecialsecurityrequirementsProvidewirecagesoversprinklerheadsanddrainagetroughsbelowsprinkler
pipes
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4-2.7.4 TelecommunicationsRoom(TR)
4-2.7.4.1 Thesespacesserveasdistributionpointsforworkstationvoiceanddatacables,andotherterminations.
4-2.7.4.2 ProvideTRsasnecessarytomaintaincompliancewithEIA/TIAlinkdistributionlengthlimit,ataminimum,andasbuildingconfigurationdictates.OneTRperbuildingfloorisrequired,exceptinbuildingswithminimaltelecommunicationsprovisions,suchasUnheatedStoragebuildings.UnitStoragebuildingswithsupplyofficesrequireaTR.Refertofigures3-4and3-5intheArmyReserveITManualfortypicalTRplanviewsandrackelevationdrawings.
4-2.7.4.3 Alocationnearthecenterofthebuildingisoptimalfordistribution,andTRsinmulti-storybuildingswillbestackedunlessthereisastrongreasonnottodoso.Nowindowsaredesired.Bufferfromelectricalandmechanicalroomsandequipment,inordertominimizethepotentialforsignalinterferenceandductwork/cabletrayconflicts.
4-2.7.4.4 SpaceDesignInformation
General/CodeSize–80sf(7.5sqm)minimum;provideadequatespacetoaccommodate
zoneITrequirementsOccupancy–businessOccupancycount-unoccupiedArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)minimumheighttostructureFloor–static-dissipativeVCTBase–rubberWalls–paintedgypboardorpaintedCMU,continuoustostructureCeiling–noneTrim–noneLockset–storeroomorclassroomMechanicalHeating–maintain64ºF(18ºC)Cooling–maintain78ºF(25ºC)Ventilation–complywithASHRAE62.1Humidity–maintainbetween30and55percentrelativehumidityelectrical Lighting–50fc(540lux)Receptacles–convenienceduplexes-SeeChapter3oftheArmyReserveIT
ManualVoice/data–onetelephonejackequipmentTwostandardfloormounted19”(480mm)telecommunicationsracks,
minimum,forReserveCenterTRs-OMS,StorageandsimilarlessIT-intensivebuildingsmayrequireonlyonerackperTR;provideasbuilding
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telecommunicationrequirementsdictatespecial features or considerationsFire-resistantplywoodbackboardsontwoadjacentwallsforservicepunch-
downandterminationNospecialsecurityrequirementsProvidewirecagesoversprinklerheadsanddrainagetroughsbelowsprinkler
pipes
4-2.7.5 ITWorkSpace
4-2.7.5.1 ThisroomisprovidedonlyforGeneralOfficercommandfacilities.Itisintendedtoprovidespaceforset-up,testingandrepairofITequipment.ItisnotintendedtoprovideITstoragespace,whichcanbeaccommodatedinUnitStorage.
4-2.7.5.2 TheroomisbestlocatedadjacenttoG6administrativespace,butasaseparate,lockableroom.
4-2.7.5.3 SpaceDesignInformation
Figure 2-4 IT W
ork Space
Figure 4-9 IT Work Space
General/CodeSize–100sf(9.3sqm)Occupancy–businessOccupancycount–onepersonArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–static-dissipativeVCTBase–rubberWalls–paintedgypboardorpaintedCMUCeiling–suspendedacousticalceilingtileTrim–noneLockset–storeroomMechanicalHeating–occupiedmaintain68ºF(20ºC):unoccupiedmaintain55ºF(13ºC)Cooling–maintain78ºF(25ºC)Ventilation–complywithASHRAE62.1Humidity–maintainbetween30and55percentrelativehumidityelectrical Lighting–50fc(540lux)Receptacles–SeeChapter3Voice/data–onetelephonejack,andcontinuousmetalracewayextendingthe
fulllengthoftheworksurfacewithdataoutletsat6inchesoncenterFurnitureStaticdissipativeworkbenchwithshelfStoolwithwovenupholsteryLockablestoragecabinet
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equipmentspecial features or considerations/3/
4-2.8 Lobby
4-2.8.1 Thelobbyprovidesanentrywayandreceptionareaforunitpersonnelandvisitors.Itisoneofthefirstimagesobservedbyvisitors,andshouldreflectfeelingsofprideandcommitmentcharacteristicoftheArmyReserve.
4-2.8.2 Astheprimarypublicentrancetothetrainingcenterbuilding,theentrymustbereadilyidentifiablefromtheparkinglotandpedestrianaccessroutes.Theentranceshouldhaveanadequateexterioroverhangorvestibule,andthedesignshouldprovideanordered,warm,friendlyinvitationtothepublic.
4-2.8.3 Thelobbymustbeadjacenttoapermanentlystaffedofficesincethereisnoreceptionist,andmustaccommodatecirculation,trafficpatternsandwaitingspace.Graphicdisplays,suchasMinutemanandunits’plaques,trophiesandawards,shouldbeplacedinavisuallyprominentlocation.
4-2.8.4 SpaceDesignInformation Figure 4-10 Lobby
General/CodeSize–480sf(44.6sqm);mayaugmentfrom
circulationspaceOccupancy–business;maybeassemblyifassociated
withassemblyhallOccupancycount–1personper100sf(9.3sqm);
moreifconsideredassemblywaitingspaceArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–9ft(2750mm)minimumFloor–\2\ porcelainpaver/2/Base–\2\ porcelainpaver/2/Walls–paintedgypsumboardCeiling–gypsumboard;suspendedACTasanalternativeTrim–guardrailandwallorcornerguardstoprotectwallsLockset–panichardware;locksetsareTenantpreferenceMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)\3\Cooling,occupied–78degreesF(25C);maintained–ambient /3/Ventilation–complywithASHRAE62.1electricalLighting–20fcReceptacles–convenienceduplexesVoice/data–payphones\1\ FurnitureLounge/sofachairs\3\ /3/
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WoodoccasionaltablesFreestandingliteraturerack\3\ /3/equipment\3\Built-inTrophyanddisplaycases/3/special features or considerationsVerifyifTenantsrequirecardreaders,doorsecurity,CCTV,etc.SpeciallightingfordisplaysBuildingdirectoryFinishesinthisspacemaybeupgradedforimagereasonsExteriorbuildingfinishesmaybeincorporatedintotheareatoprovidea
transitionintothebuildingUSARdoesnotwantwallvinylduetodifficultyofrepairConcealedsprinklerheadsforesthetics/1/
4-2.9 AssemblyHall
4-2.9.1 Theassemblyhallprovidesspacefortroopformations,maintenanceofequipment,personnelassemblies,foodserviceseatingandlargegroupassembliesforinstructionaltraining.Itisamultipurposespacewhichwillbeusedforanylargeindooreventsassociatedwiththefacility.\3\TheAssemblyHallshallbeanopenspacewithnointernalcolumnsorsupports./3/
4-2.9.2 Tenantsoccasionallyrequestthattheassemblyhallbedividedwithoperablepanelpartitionstoenableitsuseasadditionalclassroomsoraconferencecenter;thisrequiresUsingServiceapproval.Inthisconfiguration,anadjacencytotheotherclassroomsshouldbeconsidered.
Figure 4-11 Assembly Hall and Kitchen
4-2.9.3 Tenantsalsooccasionallyrequestanoverheaddoortoallowvehicleentryforloadingformaneuvers;thiswastypicalinolderarmories,butisdiscouragednow.If
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approvedbytheUsingService,theassemblyhallfinishesshouldbedowngradedtoreflectthismoreutilitarianfunctionand\3\ mechanicalsystemwillneedtoaddressvehicleexhaust./3/
4-2.9.4 SpaceDesignInformation\3\ FigureChange/3/
General/CodeSize–variesOccupancy–assemblyOccupancycount–varies;typicallylessintensiveuseassemblyspaceArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–14ft(4300mm)Floor–VCT;concretewithsealerorpaintiftruckaccessBase–rubberWalls–paintedgypsumboard;paintedCMUiftruckaccessCeiling–suspendedacousticalceilingtile(ACT);noneiftruckaccessTrim–\2\ none/2/Lockset–panichardwareMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fc;dual-levelswitchingReceptacles–conveniencereceptaclesVoice/data–twovoice/dataoutletsperwall\1\ Furniture\3\Fold-up,mobile,cafeteriatableswithstackablechairswithchairdolliesFoldingtablesandtabledollywithadditionalstackablechairsandchairdollyfor
registration,banquettableetc/3/MobilefloorlecternAdjustablestoolwithorwithoutarmsequipmentPublicaddresssystemwithspeakersandmicrophoneoutlets–contractor-
suppliedOrdinaryhazardsprinklersMarkerboardsandprojectionscreensmaybeaddedifTenantsdesirespecial features or considerationsTypicallymustbeseparatedfromadjacentspaceswithratedwall.Iftheceilingisnotsuspendedacousticaltile,theacousticsoftheroommustbe
addressedIfoperablepartitionisincluded,providestructuralsupportandstackingspace\3\Ensurethatdoortochairstorageistallenoughtoaccommodatetheheight
offurnitureitemsintheirmobileconfiguration/3//1/
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4-2.10 ChairandTableStorage
4-2.10.1 Thisspaceisforthestorageoftheassemblyhalltablesandchairswhennotinuse.\1\ThePAsystemfortheassemblyhallisalsotypicallylocatedhere.ThePAsystemshallhavewirelessclip-ontypemicrophones./1/
4-2.10.2 Thisspaceshouldnotbeusedformechanicalequipmentorelectricalpanelsduetothepotentialfordamagetothemorobstructionbythestoredfurniture.
4-2.10.3 SpaceDesignInformationFigure 4-12
Chair and Table Storage
General/CodeSize–10%timesassemblyhallauthorizedareaOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)Floor–\2\VCT/2/Base–rubberWalls–paintedgypsumboard;paintedCMUas
alternativeCeiling–suspendedacousticalceilingtile(ACT)Trim–wallguardtoprotectwallsLockset–storeroomonactiveleaf;flushbolts
inactiveMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–none;maintained–noneVentilation–complywithASHRAE62.1electricalLighting–10fcReceptacles–convenienceduplexplusdedicatedoutletforPAVoice/data–none\1\ FurnitureTabledollyforassemblyhallregistration/banquet/etcfoldingtablesChairdolliesforassemblyhallstackingchairsStoragecabinetforPAsystemforAssemblyHallequipmentPAsystemforAssemblyHallwithamplifierandminimumoftwo(2)orthree(3)
wirelessclip-ontypemicrophonesspecial features or considerationsConduittoroof-mountedAM/FMantennamaybedesiredvoice/dataoutletfor
office\3\/3/Ensurethatthedoorintochairstorageistallenoughtoaccommodatethe
heightoffurnitureitemsintheirmobileconfiguration/1/
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4-2.11 Kitchen(SeeAlsoAppendixE)
4-2.11.1 Thekitchenmoduleprovidesspacefortrainingofcooks,andforpreparationofmeals.Itincludesspaceforfoodpreparation,cooking,servingandforthestorageandcleaningofcookwareandservingware,andisdividedintofourareas:\3\ Kitchen,Scullery,KitchenOffice,andFoodStorage.Thisisastandardkitchen;anychangestothekitchenorequipmentmustbeapprovedbytheACSIM-ODRProjectOfficer.StandardArchitecturaldrawings,includingenlargedequipmentplans,elevations,sectionsandEquipmentSchedules,areavailablefordownloadfromtheArmyReserveFTPDownloadsitelinklocatedonwww.lrl.usace.army.m�l/ed2/default.asp?mycategory=212.AlsoavailableonthewebsiteareMechanical,PlumbingandElectricalinformationalsheets./3/
4-2.11.2 Thekitchenareaistheareawherefoodisprepared,cooked,andserved.Thesculleryistheareawheresoiledcookingandservingwareiscleaned,andstoredwhenclean.Thefoodstorageareaprovidesspaceforstorageofperishableandnonperishablefood,andkitchensupplies.Theofficeprovidesadministrativespaceforthekitchensupervisor.
4-2.11.3 Securityrequires\3\ /3/coilingdoorsattheopeningsforfoodservingandtrayreturnbetweenthekitchenandAssemblyHall.Codeanalysismayrequirethesecoilingtobefirerateddoorsandonsmoke-detector-activatedhold-opens.
4-2.11.4 SpaceDesignInformation
General/CodeSize–811sf(75.3sqm),includestheKitchenOfficeOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–\2\texturedquarrytileinwalkarea\3\ toincludeKitchenOffice/3/,
smoothquarrytileunderequipment/2/ \3\;withepoxygrout/3/Base–\3\Quarrytilewithepoxygrout/3/Walls–\2\CeramicTilewithepoxygroutonCMU/2/\3\;Ceramictilewithepoxy
groutoncementboardasanalternative;Epoxy-paintedwaterresistantgypsumwallboardasanalternativefortheKitchenOfficeonly/3/
Ceiling–\3\Skimcoated/3/andepoxy-paintedcementboard;\3\suspendedACTasanalternativefortheKitchenOfficeOnly/3/
Trim–stainlesssteelcornerguards,doorkickplates;\3\coatrackmountedonthewallbehindthekitchenofficedoor /3/
Locksets–office,classroom,storeroomandpanicMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–80degreesF(27C);maintained–ambientVentilation–complywithASHRAE62.1andNFPA96
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electricalLighting–50fcforofficeand70fcforkitchen;30fcforsculleryandfood
storageReceptacles–convenienceduplexinadditiontoequipmentrequirementsVoice/data–voice/dataoutletforoffice\1\ Furniture, Kitchen Office\3\ Doublepedestaldeskor“L”shapeddeskunit/3/Mid-backdeskchairwitharms.LateralfileequipmentSeeAppend�xEspecial features or considerationsExhausthoodovercookingequipment–verifyfireprotectionrequirements,
\2\limitedtowetchemicalorautomaticsprinklersysteminstalledinaccordancewithNFPA96–direct-firedmakeupairunitperNFPA96/2/
TypicallymustbeseparatedbyratedconstructionWetlocationlightfixtures\2\Contactor/2/toshutdownpowertoequipmentunderhood–coordinatewith
fireprotectionAgreasetrapmustbeprovidedMayrequireanadjacentexteriorconcretepadforMKT-30ftby30ft
(9.2sqmby9.2sqm)/1/\2\Locatefiresuppressioncabinetalongpathofegress./2/
4-2.12 ArmsVault
4-2.12.1 Thearmsvaultprovidessecurestorageofallweaponsassignedtounitsatthefacility.Ammunitionmaybestoredinsmallamountsinsomeinstances.Thearmsvaultwillnotbelocatedonanexteriorwall.
4-2.12.2 ConstructionofthevaultisgovernedbyAR190-11,andwillbecast-in-place,reinforcedconcrete.Ingeneral,wallsmustbe8in\2\(205/2/mm)thickminimum,reinforcedwith#4(13mm)reinforcingbarsat9in(230mm)oncentereachway,eachface,withthetwolayersstaggered,toprovideaprojected4-1/2in(115mm)grid.Ceilingsmustbeaminimumof8in(205mm)thick,withaminimumreinforcementof#4(13mm)reinforcingbarsformingagridsuchthatnoopeningexceeds96sqin(62,000sqmm).Structuralfloorswillbeequivalenttoceilingrequirements.Slabsongradewillbe6in(\2\153/2/mm)thickwith#3at\2\12”/2/o.c.eachway(#10barsat300mmo.c.eachway).RefertoAR190-11,Chapter4andAppendixG,foradditionalvaultconstructionrequirements,includingsecuringringsforsecuringtheweaponsintheracks.Thestructuraldocumentsmustprominentlydisplaythefollowingnote:\3\ “Concrete placement for arms vault walls and roof may not proceed until written security certification and Contracting Officer approval is received. Certification can only proceed after reinforcing steel is in place. The contractor shall provide the Contracting Officer a two week notice, minimum, prior to concrete placement for the security inspection to take place. Be aware that separate concrete placements for various portions of the vault must have separate inspections. It is the Contracting Officer’s responsibility to obtain
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security certification from Army Reserve Security Specialists, Provost Marshal with authority over project or the Project Engineer.Thevariousstagesofthevaultconstructionrequiringanauthorizinginspectionshalloccurwiththeindividuallistedaboveoranapprovedrepresentativeofthecertifyingindividuallistedabove”/3/
Figure 4-13 Armorer’s Room and Arms Vault
4-2.12.3 A\3\GSAapprovedClass5-AArmory/3/ doorcapableofswingingopen180degrees,withaheavydutydoorstop,willbeprovided.Daygates,withapass-throughcapabilityforissuingweapons,maybeprovidedifTenantsdesire.
4-2.12.4 \2\Provideforanintrusiondetectionsystem(IDS)(someinstallationstheIDSwillberequiredaspartofthecontract,otherplacesrough-inforthesystemisallthatisrequired)./2/Provideflooranchorsforweaponsracks.Analarmcontrolboxwillbeplacedoutsidethecagedareas,butinsidethevault.RefertoAR190-11forsecuritycriteria.Electricalpoweristobeprovidedthroughanon-fused30ampdisconnectswitch,locatedinthearmsvault,toalockable30ampdisconnectswitchfusedfor20amps,connectedaheadofthemainintheelectricalroom.A3/4in(19mm)rigidconduitwillbeprovidedfromthetelephoneterminalboardtoajunctionboxlocatedinthearmsvaultanda3/4in(19mm)rigidconduitfromthearmsvaultjunctionboxtoarecessedjunctionboxmountedonthebuildingexterior.
4-2.12.5 Providea110voltoutletanda2in(50mm)diameterfloordrainforthedehumidifier.Theseshouldbelocatedadjacenttoeachotherandoutsideofthecagedareas.
4-2.12.6 Batterybackup,fluorescentfixturestoilluminatethevaultdoorshouldbeprovidedoverthevaultdoorifitopensintoacorridororotherspaceotherthanthe
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armorer’sroom,suchastheassemblyhallofunitstorage.Theselightswillbeconnecteddirectlytothepanelboard.Ifthevaultdooropensintothearmorer’sroom,thisegresslightingshouldinsteadbeprovidedoutsidethearmorer’sroomdoor.
4-2.12.7 Coordinatelightingandcaginglayouttoallowcagingwallstoextendtoceiling.Inlayingoutarmsvaults,usea5ft(1525mm)moduleforwidthtoallowa3ft(915mm)aislebetween10-1/4in(260mm)widerifleracks.Usea3ft(915mm)moduleforlengthtoallowfor3ft(915mm)rifleracks.
4-2.12.8 GunracksandcontainersareGovernment-suppliedandinstalled.Wirecagingonthemodulesdescribedaboveistobeprovidedinvaultsservingmorethanonemilitaryunitifrequested.\2\GSAapprovedClass5/2/containers(safes)areapprovedforuseinsteadofsmallarmsstorageracksandarmsroomswheresmallquantitiesofweapons,centralfiringcomponentsandrelatedammunitionarestored.SpecificcabinetsauthorizedforusearelistedinAR190-11.
4-2.12.9 Adehumidifieroutsidethecagedareashouldbeprovided.\2\Considerplacingdehumidifieronashelfneartheceilingtopreventdamagecausedbyweaponsracksbeingmovedthroughthevault./2/Afireextinguishershouldbelocatedadjacenttothemotiondetectioncontrolbox,bothofwhichshouldbeoutsidecagedareas.
4-2.12.10 Anchormentsforsecuringweaponsintheracksshouldbeprovidedinthefloor,andmustbecoordinatedwithfloorconstructionandreinforcing.Flooranchormentsshouldnotprotrudefromfloor,andmustbecoordinatedwithslabthicknessandreinforcing;considerusingairportmooringeyes,asmanufacturedbyNeenahFoundryandothers.\3\StandardArmyReservearmsvaultconfigurations(availableontheLouisvilleDistrictwebsite)indicateflooranchorplacement.CoordinateanchorplacementifUserutilizesadifferentweaponsrack./3/
4-2.12.11 Forrestorationprograms,modulararmsvaultsareacceptableiftheymeetthecriteriaof\3\AR190-11/3/,\2\ FederalSpecificationAA-V-2737/2/,ModularVaultSystems,andareapprovedbyGSA.OnemanufacturerofsuchvaultsisCustomVaultCorporation,Alexandria,VA;theirvaultsmustbeinstalledinhumidity-controlledenvironments.Anewfloormayberequired,dependingonconditionofexistingfloor.Thefinalproposeddesignmustbeapprovedinwritingpriorto
4-2.12.12 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–notoccupied;typically1personper300sfArchitectural/InteriorsMinimumSTCrating–notapplicableCeilingheight–8ft-2in(2500mm)minimumFloor–sealedconcreteBase–none
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Walls–paintedconcreteCeiling–exposedstructure,paintedTrim–noneLockset–byvaultdoorsupplier\3\(FedSpecFF-L-2937combinationlock)/3/MechanicalHeating–noneCooling–noneVentilation–0.5cfm/sf(2.5L/S/SQM)thrutransferducts;ductopeningsmust
complywithAR190-11electricalLighting–50fc;Receptacles–convenienceduplex;dedicated20Acircuitsonefordehumidifier
andoneforIDSpanel.Voice/data–dedicatedtelephoneconnectiontoIDSsupervision\2\IntrusionDetentionSystem(IDS).IDSalarmsignaltransmittershallbe
AdvantorPlusforsignaltransmissionstoFortMcCoyforoff-postvaults.Exteriorlocalalarmbellrequiredforallvaults./2/
Furniture\1\Thereisnofurnitureprovidedforthisroomfunction/1/equipmentDehumidifier(pipetofloordrain)bycontractorspecial features or considerations24-hourfluorescent,vandal-prooffixtureoutsidevaultdoor,abovedoorPower,conduitandboxesforintrusiondetectionsystem(IDS)ifbyGovernmentMinimizepenetrationsinvaultenvelopeTenantsmaywantalockablepass-thruinthevault’sdaygateforweapons
distribution
4-2.13 Armorer’sRoom
4-2.13.1 Thearmorer’sroomprovidesaspaceforweaponsissue,inspection,training,cleaningandrepair.
4-2.13.2 Ifthearmsvaultdooropensintothearmorer’sroom,aphysicalsecuritylightisrequiredoutsidethearmorer’sroomdoor-see4-2.12.6.
4-2.13.3 SpaceDesignInformation
General/CodeSize–100sf(9.3sqm)Occupancy–businessOccupancycount–1personArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor-VCTBase–rubber
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Walls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–officeMechanicalHeating,occupied–68degreesF(20F);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcreceptacles–convenienceandcomputerduplexesVoice/data–twovoice/dataoutlets\1\ FurnitureWorkbenchwithlaminatedhardwoodtopandpowerstrip(plug-intype)Stoolwithwoven“Crypton”upholsteryLockablestoragecabinetequipmentThereisnoequipmentprovidedforthisroomfunction/1/special features or considerationsContinuous110vpowerstripabovetheworkbenches
4-2.14 Classrooms
4-2.14.1 Thisspaceisusedprimarilyforinstructionaltrainingofunitpersonnel,butmayalsobeusedasaconference/meetingroomonoccasion.
4-2.14.2 Classroomspaceauthorizationsarebasedon8sf(0.75sqm)perperson.Iftheauthorizationallows,somelargerandsomesmallerclassroomsshouldbeprovided,withlargerclassroomsaccommodatingupto50.
4-2.14.3 Thelargerclassroomscanbesubdividedwithaqualityoperablepanelpartition,withanSTCratingof48-52.Extendthesoundattenuationabovetheceilingtoeliminateflankingpoints.Forsubdividedrooms,provideequipmentforbothsidesofthepartition.SpecificationsforoperablepartitionshouldincludeO&Mmanual,andprovisionofmultiplesetsofanyrequiredoperatinghardware.
4-2.14.4 Room-darkeningshadesorblindsshouldbeprovidedforclassroomswithwindows.
4-2.14.5 Portionsofanyfacilitywhichserveaunitwithmorethan50members,suchasaschoolcommand,willbedesignedaseducationaloccupancies,andmeetapplicablecodecriteriaforsuchoccupancy.Thelibrary,learningcenter,COMSECtraining,andtheirsupportspaceswillbepartofthiseducationaloccupancyarea.
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4-2.14.6 SpaceDesignInformation
General/CodeSize–variesOccupancy–business,educationalorassemblydependingonpersonnelcountOccupancycount–1personper20sf(1.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–carpet\2\t�le/2/;VCTasanalternativeBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–chairrailtoprotectwalls\2\,coatrackmountedtothewall/2/Lockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fc;dual-levelswitching;provideadditionalcontrolsatmarker
boardReceptacles–convenienceandaduplexreceptacleateachdataoutlet \2\-Providereceptacleforceilingmountedoverheadprojector/2/
Figure 4-14 Classroom
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Voice/data–twovoice/dataoutlets\2\attheinstructorlocation -onedataoutletateachstudentlocation -Twoconduitsfromtheoverheadprojectorlocation,onetotheinstructors
locationtheothertocenterofthewallattherearoftheclassroom(ifrearofclassroomisamoveablepartitionlocateoutletboxinwallateitherendofthepartition/2/
\3\Floorreceptaclesandoutletsmayberequiredifwalloutletsarenotaccessiblepertablelayout(i.e.over12feetfromawalloutlet)/3/
\1\ Furniture Figure 4-15 Classroom with Operable Partition
\3\Non-poweredfoldingtableswitht-legs/3/Sled-basedstackingchairs\3\witharms /3/,withupholsteredseatandbackFullheightlectern;pedestaltypewithshelfunderneath(table-toplectern
opt�onal)\2\/2/equipmentPoweredprojectionscreenMarkerboardwithtwoinch(2”)maprail;multiplemarkerboardsprovided
whereappropriateTwoinch(2”)maprailcontinuousaroundtheperimeterofroom.Maprailstoincludeendstopsandhangerclipsspecial features or considerationsConsiderincandescentdownlightswithdimmerto15fcforroomdarkeningProvideroom-darkeningshadesforwindowsVerifyifTenantsrequireCATVorpermanentmountforLCDprojection(TVand
projectorwouldbeTenantprovided)Providesufficientdataoutletsforcomputertraining,withwiremanagementand
appropriatelighting/1/\2\Provideblockinginceilingforanoverheadprojector/2/
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4-2.15 LibraryReadingRoom
4-2.15.1 Thelibraryreadingroom,orlibrary,providestheTenantsaplacetoreviewtrainingpublicationsandotherreadingmaterial.Itisoccasionallyusedasameetingorconferenceroom.
4-2.15.2 Librarymaterialsarestoredinthelibrarystorageroomstorageroom.
4-2.15.3 SpaceDesignInformation Figure 4-16 Library Reading Room
General/CodeSize–variesOccupancy–business,unless4-2.14.5
abovegovernsOccupancycount–1personper20sf(1.9
sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–carpet\2\t�le/2/\2\/2/Base–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–chairrailtoprotectwalls\2\,coatrackmountedtothewall/2/Lockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceduplexes \2\-Providereceptacleforceilingmountedoverheadprojector -Provideduplexreceptacleinfloorunderthetable/2/Voice/data–telephoneanddataoutlets,\2\locatedinwallandinfloorunder
thetable/2/ \2\-Provideconduitfromtheoverheadprojectorlocationtoawallboxon
walloppositeproposedscreenlocation/2/\1\ Furniture\3\ Meetingroomtableor/3/\2\Fold�ng/2/tableswitht-legs\3\Sledbased/3/upholsteredchairswitharmsBookcasesCredenzastorageunit\3\or/3/lockablestoragecabinetwithshelvesequipmentMarkerboardwith2”maprail/1/special features or considerationsVerifywhetherTenantsrequirecomputerpower,voice/datareceptacles,marker
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boards,etc.,foruseasaconferenceormeetingroom\2\Provideblockinginceilingforanoverheadprojector/2/
4-2.16 LibraryStorage
4-2.16.1 Thisspaceisforthestorageofthegraphicaids,trainingmodules,bulktrainingmodulesandothermaterialstosupportthetrainingfunction.Thespaceshouldbedesignedtomaximizestoragespaceandshelving.
4-2.16.2 SpaceDesignInformationFigure 4-17
Library StorageGeneral/CodeSize–10%timesLibraryReadingRoomauthorizationOccupancy–businessOccupancycount–notoccupied;typically1personper
300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCTBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–storeroomMechanicalHeating,occupied–68degreesF(20C);maintained-55degreesF(13C)Cool�ng-noneVentilation–complywithASHRAE62.1electricalLighting–30fcReceptacles–conveniencereceptaclesVoice/data–wallphoneFurnitureBookcasesand/orstoragecabinetsequipment\3\/3/special features or considerations
4-2.17 LearningCenter Figure 4-18 Learning Center
4-2.17.1 Thisspaceisusedasacomputertrainingspace.Itcanbeusedforindividualtestingorgroupinstruction.
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4-2.17.2 SpaceDesignInformation
General/CodeSize–variesOccupancy–business,unless4-2.14.5abovegovernsOccupancycount–1personper20sf(1.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–carpet\2\t�le/2/;VCTasanalternativeBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–\2\none/2/Lockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–\3\conveniencereceptaclesandaduplexreceptacleateactdata
outlet/3/ \3\ /3/\1\ Furniture\3\ TableswithprivacyscreenuseofCPUholder,keyboardtrayshallbeverified
withtheTenant/3/\3\/3/Mid-backupholsteredtaskchairswithadjustablearms\3\/3/LockablestoragecabinetwithshelvesequipmentMarkerboardwith2”maprail;maprailtoincludeendstopsandhangerclips\3\ /3/special features or considerationsPoweroutletsanddataoutletsshouldbeprovidedalongthewallateachtable
location\3\/3/\3\Floorreceptaclesandoutletsmayberequiredifwalloutletsarenot
accessiblepertablelayout/3//1/\3\/3/
4-2.18 TrainingAidsStorage
Figure 4-19 Training Aids
Storage
4-2.18.1 Thisspaceisforthestorageofteachingaids(includingA/Vequipment),manuals,publications,andmodels.Thedesignershouldverifythetypesofmaterialstobestored,anddesignthespaceaccordingly.
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4-2.18.2 SpaceDesignInformation
General/CodeSize–10%timestotalclassroomareaauthorizationOccupancy–businessOccupancycount–notoccupied;typically1personper300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCTBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–storeroomMechanicalHeating,occupiedandmaintained–55degreesF(13C)Cooling–noneVentilation–incidentalelectricalLighting–30fcReceptacles–convenienceduplexreceptaclesVoice/data–wallphoneFurniture\1\ \2\/2/ LockablestoragecabinetswithshelvesTV/VCRcart,one(1)foreverytwo(2)classrooms;minimumone(1)per
project;tobestoredintrainingaidstoragerooms/1/equipmentShelvingspecial features or considerationsOrdinaryhazardsprinklers
\3\ /3/
4-2.19 COMSECStorage
4-2.19.1 Thisspaceprovidesstorageareaforsensitivecommunicationdevices.However,asecuritysafemaybesubstitutedandplacedwithinaCOMSECtrainingroom.Ifasafeisutilized,thentheroomdesignmustprovidesufficientspacesurroundingthesafeforcirculationanddooroperation.Thesafemustbeoffsetfromthewall12inchesinordertoopenontwosidesandswivel,thusrequiringaslightincreaseinfloorspace.SafesareprovidedbytheTenants,andweighapproximately100psf.
4-2.19.2 ThedoortoaCOMSECstorageroommustbesolid-corewoodorhollowmetalindustrial,lockableandwithoutglazing.Thestrikeplatemustbeheavy-duty,high-security,andhingescrewlengthmustbesufficienttoresistremovalbyprying.Hingepinsmustbewithinthespace,ornon-removable.AnelectromechanicallockmeetingFederalSpecificationFF-L-2740isrequired.
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4-2.19.3 IfastoragesafeisnotincorporatedintotheCOMSECtrainingroom,thentheStorageroomspacemustbesecureagainstsurreptitiousentry;providegypsumboardwallsfromfloortoceiling,andagypsumboardceiling,toprovidevisualevidenceofanyattemptedentry.
4-2.19.4 Airvents,ductsandsimilaropeningsthatbreachtheroomenvelopemustbesecuredtopreventpenetration;ifgreaterthan96sqin(2,000sqmm),providehardenedsteelbargratesorIDSsupervision.Allopeningsmustbebaffledtolimitaudiooracousticaltransmissiontonon-COMSECspaces.
4-2.19.5 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–notoccupied,typically1personper300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCTBase–rubberWalls–paintedgypsumboardCeiling–paintedgypsumboardTrim–noneLockset–storeroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling–noneVentilation–incidentalelectricalLighting–30fcReceptacles–convenienceduplexVoice/data–wallphoneFurnitureBookcasesuponTenantrequest,DesignerofRecordshallverifyequipmentAnysafe(s)willbeprovidedbywiththeTenants\3\ /3/special features or considerationsOrdinaryhazardsprinklersThoughnotarequirement,Tenantsnormallyprefernowindowsinthisspace
4-2.20 Unit/IndividualStorage
4-2.20.1 Thisspacepermitsstorageandinventorymanagementoforganizationalequipment,suchasclothing,tents,radios,toolsets,etc.,inaseparateandsecurearea.Theissueandreturnoforganizationalequipmentisalsoconductedhere,orinthe
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stagingarea.
4-2.20.2 Theunitstoragespaceistypicallysubdividedinto\2\ 8ftby12ft-2�n(2400mmby3650mm)/2/cagesconstructedof1inby2in(25mmby50mm)wovenweldedwirefabric.SeeSection3-5.6foradditionalinformationoncagesandshelving.Aislesandvestibulesbetweenthesecuredareasshouldallowforefficientcirculationandmovementofstoredequipment.Circulationspaceisnotincludedwithinthetotalareaauthorization.\3\ Provideeachcageunitwithasmallsignidentifysequentiallyeachcage.Signsshouldbepostedstatingstorageheightlimitationand/ornostorageabovethecageceilings./3/
4-2.20.3 SpaceDesignInformation Figure 4-20 Unit Storage with
Supply OfficeGeneral/CodeSize–variesOccupancy–storageOccupancycount–notoccupied;typically1personper
300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)minimumFloor–sealedconcreteBase–noneWalls–paintedCMU;paintedgypsumboardasan
alternativeCeiling–none;paintstructureTrim–noneLockset–classroom;padlocksatcagesMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling–economizeronlyVentilation–oneairchangeperhourelectricalLighting–30fc;motionsensorsforaislesReceptacles–convenienceduplexineachcage;convenienceduplexesalong
aislesVoice/data–noneFurniture-noneequipment-shelving,cagingspecial features or considerations\3\ Ordinaryhazardgroup2sprinklerswithstoragebelow12feet(3.7metes)/3/Lightsshouldbelocatedatcageceilings,aswellasinaisles,toprovide
sufficientlightforcagesandallowforeaseofbulbreplacementProvidepadlocksforallcagedoorhaspsIfsomeportionsofunitstoragehavegypsumboardwalls,consideraplywood
wainscot
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Figure 4-21 Unit Storage with Staging and Supply Office
4-2.21 StagingArea
4-2.21.1 Thestagingareaprovidesspaceforissueandreturnoftheunits’organizationalequipment,andformarshalingandloadingformovementoff-site.
4-2.21.2 SpaceDesignInformation
General/CodeSize–10%timeauthorizedareaforunitstorageOccupancy–storageOccupancycount–notoccupied;typically1personper300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–10ft(3050mm)minimumFloor–sealedconcreteBase–noneWalls–paintedCMU;paintedgypsumboardasanalternativeCeiling–exposedstructure,paintedTrim–noneLockset–panicatexitdoorMechanicalHeating,occupied-68degreesF(20C);maintained–55degreesF(13C)Cooling–noneVentilation–complywithASHRAE62.1electricalLighting–30fcReceptacles–convenienceduplexVoice/data–wallphone
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Furnitureequipmentspecial features or considerationsOverheaddoortotheexterior,typically10ftby10ft(3mby3m)\2\Provide6-inchdiameterconcretefilledwithaconcretedometop,heavy-
weightsteelprotectivebollardsinsideandoutsideofoverheaddoorjams/2/
Ifsiteconditionsallow,consideraraisedordepressedloadingdockattheoverheaddoor
Ordinaryhazardsprinklers
4-2.22 SupplyOffice
4-2.22.1 Theseofficesareusedbythesupplyofficersforadministrationandtrainingpurposes.Theyshouldbelocatedtohaveaviewoftheunitstorageandstagingareas,possiblythroughawindow,sidelightordoorlight,sincetheyhaveairconditioningandthespacesaroundthemdonot.Anexteriorwindowoverlookingtheservicedrivetothestagingarea,andanyvehiclebarrier,arealsodesirable.
4-2.22.2 ThereistypicallyaGFGIsafeinatleastonesupplyoffice;provideaflooranchor,similartothatinthearmsvaultattheappropriateoffice(s).
4-2.22.3 SpaceDesignInformation
General/CodeSize–120sf(11sqm)eachtypicalOccupancy–businessOccupancycount–1personpersingleoffice;sharedoffices2-10Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCTBase–rubberWalls–paintedgypsumboard;paintedCMUasanalternativeCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62electricalLighting–50fcReceptacles–convenienceandcomputerduplexesVoice/data–twotelephone/dataoutletsperworkstationFurnitureSimilartofull-timeofficesabove
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\3\ /3/equipmentVerifyifadditionalequipmentrequiredinsomeofficesspecial features or considerations
4-2.23 Janitorial
4-2.23.1 Janitorialclosetsprovidespace,andplumbing,forthecleaningandstorageofmops,janitorialsuppliesandrelatedcleaningequipment.Theauthorizationmaybedistributedthroughoutlargerormultistorybuildingsformaintenanceconvenience.
Figure 4-22 Janitorial
4-2.23.2 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–notoccupied;typically1personper
300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–\3\ 8ft-8�n(2600mm)/3/Floor–sealedconcreteBase–noneWalls–\3\epoxy-paintedwaterresistantgypsumboard;epoxy-paintedCMUas
analternative/3/Ceiling–\3\epoxy-paintedwaterresistantgypsumboard/3/Trim–Mophooks;Atleast10linealfeet(3m)ofshelvingLockset–storeroomMechanicalHeating–passive,throughtransferairCooling–passive,throughtransferairVentilation–ventilatewithexhaustat10airchangesperhour;maintain
negativepressureelectricalLighting–10fcReceptacles–GFCIduplexreceptacleVoice/data–noneFurniture
equipmentspecial features or considerationsFloorsinkwithspoutwithpailhookOrdinaryhazardsprinklers
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4-2.24 FlammableStorage
Theseroomsarerarelyprovidedintrainingcenters;seeOMSFlammableStorage,Section4-3.7below.
4-2.25 ControlledWasteStorage
Theseroomsarerarelyprovidedintrainingcenters;seeOMSControlledWasteStorage,Section4-3.8below.
4-2.26 FacilityMaintenanceStorage
4-2.26.1 Thisspaceisprovidedforstorageofmaintenanceequipmentandsupplies,andgeneralbuildingstorage.Theauthorizationmaybedistributedthroughoutlargerbuildingsforoperationalconvenience. Figure 4-23
Facility Maintenance Storage4-2.26.2 Aportionofthisspaceshouldbededicatedtorecycling,forsustainabledesignandenvironmentalreasons.Thisportionshouldbelocatednearanexteriorexitwithvehicleaccess,and\3\providestoragetosupportthebreakroomrecyclecenter/3/.
4-2.26.3 SpaceDesignInformation
General/CodeSize–200sf(18.6sqm)Occupancy–businessOccupancycount–notoccupied;
typically1personper300sfArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcreteBase–noneWalls–paintedgypsumboard;paintedCMUasanalternativeCeiling–exposedstructure,paintedTrim–noneLockset–storeroomMechanicalHeating–55degreesF(13C)Cool�ng-noneVentilation–ventilatewithexhaustfanelectricalLighting–30fcReceptacles–convenienceduplexreceptacles
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Voice/data–wallphoneFurnitureequipmentShelvingandorstoragecabinetsspecial features or considerationsOrdinaryhazardsprinklers
Figure 4-24 Weapons Simulator4-2.27 \2\WeaponsSimulator
4-2.27.1 TheweaponssimulatorspacehouseseitheraLaserMarksmanshipTrainingSystem(LMTS)oranEngagementSkillsTrainer(EST)toprovidesimulator-typeweaponstraining.Itissimilarindesigntoaclassroom,andmayoccasionallybeusedasaclassroomandshallbedesignedforthisdualpurpose.The24’x70’WeaponsSimulatorspaceissub-dividedintothreerooms:a24’x62’SimulatorRoom,a18’x8’ControlRoomanda6’x8’SecureStorageRoom.TheControlRoomandSecureStorageRoomareforthesimulatorweaponcontrols,computersandothersupportequipment.
4-2.27.2 ThedesignershouldverifythetypeofweaponssimulatorsystemtobeprovidedwiththeUsingServiceandUSARInstallationandobtainthespecificationsforthesystem.TheweaponssimulatorsystemistypicallyGovernmentprovidedandinstalled,butthedesignerwillneedtodeveloptheproperroomlayoutforthesystem,aswellasappropriateelectrical,communicationsandmechanicalsystemstosupporttheequipment.
4-2.27.3 Provide60STCforWeaponsSimulatorsRoomwallslocatednearoccupiedspaces,reduceSTCratingto48whenadjacenttounoccupiedspaces.Provide60STCforwallsaroundSecureStorageRoomtoreducesoundoftheESTcompressornoworinthefuture.
4-2.27.4 SpaceDesignInformation
General/CodeSize–24’x70’Occupancy–businessOccupancycount– -SimulatorRoom–5PeoplewhenusedasWeaponssimulator,when
usedasaclassroom1personper20sf(1.9sqm) -ControlRoom–2People.Architectural/InteriorsMinimumSTCrating–48/60(SeeParagraph4-2.27.3)
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Ceilingheight–8ft-8in(2600mm)minimumFloor–VCTBase–rubberWalls–paintedhigh-impactgypsumboardinSimulatorRoom -WalloppositeControlRoominSimulatorRoomtohavefullheight/full
widthretaildisplayboard(MarliteBoard)forsuspensionoftargetsandcontroldevices.Wallbehinddisplayboardshallreceivegradeoneselectwoodblockingfordisplayboardsupport.
-ControlRoomandSecureStorageRoomshallhavepaintedgypsumboardwalls.
Ceiling–suspendedacousticalceilingtile(ACT).Ceilingtohave12”by10”highraisenotchalongSimulatorRoomwallbetweenControlRoomandtargetwallforanexposedcabletraytobeinserted.TopandsideofraisednotchshallbeACT.
Trim–noneLocksets–classroomstyle-exceptSecureStorageRoomisstorage.Two(2)2-36”Highx48”wideslidingoperablewindowswithlockingdeviceand
singlepanesafetyglazinginhollowmetalframemountedbetweenControlRoomandSimulatorRoom.Bottomofwindowframe34”AFF.
Two(2)8”x8”operableaccessdoors.OneaccessdoorbetweenSecureStorageRoomandSimulatorRoom,andanotherbetweenControlRoomandSimulatorRoom.Accessdoorsareforrunningcablesandairlinesbetweentherooms.
MechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1Airmovementshallnotcausetargetsorprojectionscreentoripple,special
emphasisforESTscreenlocation.electricalLighting–50fc;providedimmersforroomdarkening -Providetracklightingovertargetswithfivedirectionalincandescent
fixtures,lightcontrolprovidedwithdimmerinControlRoom. -Zonefluorescentwithmultipleswitchcontrolandthreetubefixtureswith
onetubeonaseparateswitch.(Dimmercontrolmaybeused) -LightingControlsforSimulatorRoomlocatedatentrybehindfiringline
intoroomaswellasinControlRoom. -Provide“Range-In-Use”lightoutsidemainentrydoor,withanassociated
pilotlightswitchintheControlRoom.Receptacles–convenienceandcomputerduplexes -Provideareceptacleateachtargetlocation -Provideadedicated20Ampcircuitwithstandardduplexoutletforfuture
aircompressorintheSecureStorageRoom -ProvidedoubleduplexreceptaclesbyvoiceanddataoutletsinSimluator
room.Voice/data–twovoice/dataoutletsinControlRoomlocatedbelowviewing
windows.LocatevoiceanddataoutletsalongwallsinSimulatorRoomper
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proposedfurniturelayout(minimumofsixlocations). -6”wideby4”highaluminium,cabletrayinceilingnotch.Bottomofthe
cabletrayshallbeflushwithbottomofadjacentacousticalceilingtile.LMTStargetswitchesintheControlRoom.WeaponsSimulatorPASystem–ProvidePAsystemsuchthatControlRoom
cangiveone-wayinstructiontoshooters.IfabuildingwidePAsystemisusedcontinueitthroughouttheWeaponssimulatorspacebuthaveaPAsilenceswitchinControlRoomtosilencebuildingwidePAsysteminSimulatorRoomonly.BuildingwidePAsilenceswitchwillnotdisablemassnotificationorfirealarmsinTrainingRoom.
Nomercuryvaporfixtures.FurnitureExercise(floormats)forcomfortatfiringareaandtocovercables/airlineson
floorconnectingtargetsandequipment.ControlRoomTwofoldingtablesTwodeskchairs\3\ /3/equipmentSimulatorRoom 60”x60”Poweredprojectionscreencenteredonwallmountedbelow
ceilinginfrontofdisplayboardwall.special features or considerationsNoise–maximum107decibels -LocateWeaponsSimulatorspaceawayfromoffices.Provideroom-darkeningshadesforanywindowsVerifyequipmentpowerordataneedswithTenantsQuietairdistribution/2/
\3\ /3/
4-2.28 BandRoom–SeeAppend�xG
4-2.29 MedicalSection
4-2.29.1 Unitswithmedicalsectionsassignedtothemwillbeauthorizeda400sf(37.2sqm)spacetobeusedfortrainingandstorage.ThedesignersshouldcoordinatelayoutandfurnishingforthespacewiththeTenants.
4-2.29.2 SpaceDesignInformation:Thisareamayhousefunctionssimilartooffice,unitcommon,orphysicalexamspaces;seespacedesigninformationforthosefunctionsasappropriate.
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4-2.30 PhysicalExamWing–SeeAppend�xI
4-2.31 SecureCompartmentedInformationFacility(SCIF)-SeeAppend�xH
4-2.32 SoilsTestingLab
4-2.32.1 Thespaceisauthorizedforunitswithsoilstestingfunctions,andshouldbelocatednearanexteriordoortominimizetrackingofdirtbyfieldpersonnel.
4-2.32.2 SpaceDesignInformation
General/CodeSize–150sf(13.9sqm)Occupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)Floor–VCTBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceduplex;GFCIduplexabovecountersVoice/data–wallphoneabovecounterFurnitureVerifywithTenantsequipmentSoilstestingequipmentbytheTenantsspecial features or considerationsChemical-resistantcounterspace8ft(2.4m)inlengthTwo-compartment,chemical-resistantstainlesssteelsinkConsiderfilteredreturnregisters
4-2.33 ConferenceRoom
4-2.33.1 ThisspaceisusedformeetingsbytheCommandingGeneraland/orstaffwithinthegeneralofficeorheadquarters,andisonlyauthorizedifthereisaGeneralofficerinoneoftheunits.Itshouldbenear,orin,theGeneral’ssuite.Ahigherleveloffinishesmaybeappropriate.
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4-2.33.2 Theconferenceroommustbecapableofaccommodating20people,withgoodsightlinesfromallseatsandsufficientspaceforeaseofcirculationduringmeetings.Ifspaceallows,additionalseatingcanbeprovidedalongoneormorewallsoftheroom.
4-2.33.3 \1\SpaceDesignInformation
Figure 4-25 Conference Room
General/CodeSize–600sf(55.7sqm)Occupancy–businessOccupancycount–bynumberofseats,or1person
per15sf(1.4sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–carpet\2\t�le/2/Base–rubberWalls–paintedgypsumboard;vinylasanalternativeCeiling–suspendedacousticalceilingtile(ACT)Trim–chairrailLockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcwithdual-levelswitching;providedimmersReceptacles–convenienceduplexes \2\-Providereceptacleforceilingmountedoverheadprojector. -Provideduplexreceptacleinfloorunderthetable/2/Voice/data–voice/dataoutletsoneachwallandinfloorunderthetable \2\-Provideconduitfromtheoverheadprojectorlocationtoawallboxon
walloppositeproposedscreenlocation/2/FurnitureLargewoodconferencetable\3\/3/lHigh-backupholsteredchairswithadjustableseatheight,fixedarms,andswivel
baseatconferencetable\3\Guest/3/chairsaroundperimeterofroomFull-heightfloorlectern\3\/3/\3\/3/equipmentPoweredprojectionscreenwiredtolecterntoallowcomputerscreentobe
projectedElectronicpresentation“smartboard”withprintingcapabilities,enclosedTwoinch(2”)maprailonone(1)wallMaprailtoincludeendstopsandhangerclipsVerifywithTenantsifCATV,LCDprojection,videoteleconferencing,etc.,are
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desired(TVandprojectorbyTenants)–ACSIM-ODRapprovalisrequiredspecial features or considerationsOptionalbuilt-incaseworkmaybeappropriateforstorageandcounterspaceProvidechairrailaroundentireroomProvidestructuralsupportforceilingmountedprojector(projectortobeprovided
byTenant)/1/\2\Provideblockinginceilingforanoverheadprojector./2/
4-2.34 DraftingRoom
4-2.34.1 Thisspaceisusedformanualorelectronicdraftingtrainingandoperations,printing,andstorageofdrawingsandmedia.InmostcasesitshouldbesetupforonemanualandoneCADdraftingstation.DesignershouldverifytypicaldraftingpracticewithTenants.
4-2.34.2 SpaceDesignInformation
General/CodeSize–250sf(23.25sqm)Occupancy–businessOccupancycount–2peopleArchitectural/InteriorsMinimumSTCrating–40Ceilingheight–8foot-8in(2600mm)minimumFloor–VCT;carpet\2\t�le/2/asanalternativeBase–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–officeMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1;adequateventilationforanyprinterelectricalLighting–50and100fc;dual-levelswitchingReceptacles–convenienceandcomputerduplexesVoice/data–voice/dataoutletseachworkstation\1\ FurnitureOnesmallcomputerstationsimilartofull-timeofficesabove(freestandingmetal
desk-basedfurniture)Upholsteredmid-backtaskchairwithadjustableseatheightandarmsDraftingtable(singlepedestaldeskoptional),36inx72in
(0.9144mx1.8288m)Drawingstorageflatfiles-\3\ optionalverifywithTenantLockablestoragecabinetwithshelvestobeusedasprinterstand/3/
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equipmentCADterminalsPrinterprovidedbyTenantsLineone(1)wallwithtackboardsandasmallmarkerboard,tackboard
sizedtoaccommodatestandard“E-size”drawingpaper,minimumof36inhighx48inwide(0.9144mhighx1.2192mwide)
special features or considerationsVerifyTenantequipmentpower/dataneedsFloorspaceshouldbeprovidedforTenant’sfreestandingplotterandlarge
freestandingprinter/1/
4-2.35 PhysicalReadinessTraining
4-2.35.1 ThisspaceisfortheTenants’physicaltraining(PT);theathletic/trainingequipmentisincludedinthedesign,andisprovidedandinstalledbytheGovernmentaspartoftheprojectfurniturepackage.
Figure 4-26 Physical Readiness Training Room
4-2.35.2 Exterioraccessshouldbedirectorthroughashortcorridortoallowsoldierstoincorporaterunningintotheirtraining.Accessshouldavoidthemainentriesandmoreformalspacesinthebuilding.\3\Roomaccessshouldprovideapairof3footwidedoorstosupportequipmentmovement./3/
4-2.35.3 Adrinkingfountainshouldbelocatedinornearthisspace.
4-2.35.4 SpaceDesignInformation
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General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8foot-8in(2600mm)minimumFloor–cushionedathletic-typeflooringBase–rubberWalls–paintedgypsumboard;paintedCMUasanalternativeCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–20cuftperminute(10L/S)perpersonminimum;sufficient
ventilationforrigorousactivity–donotrecirculatetootherspaceselectricalLighting–30fcReceptacles–convenienceduplex;outletsforpoweredequipmentVoice/data–wallphone\1\ElectricaloutletandcableconnectionforTVhookup/1/, \3\ theseoutlets
shouldbeattheTVmountingheight/3/Furniture\3\Amatrixofequipmenthasbeendevelopedbasedonroomsize.Seematrix
�nAppendixL-U.S.ArmyReservePhysicalReadinessRoomEquipmentMatrix./3/
Minimumofone(1)treadmillandone(1)recumbentbikepereachphysicalreadinessroom
\1\ equipment\2\Mirrorsonatleastonewallwithlowexercisebar/2/One(1)genericTVwallmountbracketspecial features or considerationsVerifyifTenantswantCATVordatajacksProvidesupportformountingTVbracket/1/
4-2.36 ArmyGlobalCommandControlSystem(AGCCS)
4-2.36.1 \3\Thisspaceisusedfortrainingandoperationswithsecureinformation.Itslocationinafacilityisacommanddecision;itisoptimallylocatedadjacenttotheSIIPRNETCafé,butsomemaywantitwiththeG3staffsection.Itwillalwaysbeaseparatespace.
4-2.36.2 DesignandconstructtheroominaccordancewithsecureroomconstructionrequirementsofAR380-5,includingprovisionsforIDSsystem.TheIDSsystemservinganArmsVaultinthefacilitymaybeextendedtoAGCCS.Somesecureroom
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constructionrequirementsarelistedforCOMSECspaceabove,butmustbeverifiedwithAR380-5toassuretheyarecurrentandcomplete.
4-2.36.3 SpaceDesignInformation Figure 4-27 AGCCS
\3\FigureChange/3/
General CodeSize-150sf(13.9sqm)Occupancy-businessOccupancycount–1personArchitectural/InteriorsMinimumSTCrating–45Ceilingheight–8ft-8in(2600mm)Floor–carpettile;VCTasanalternativeBase–rubberWalls–paintedgypsumboard;painted
CMUasanalternativeCeiling–paintedgypsumboardTrim–noneLockset–GSA-approvedcombinationlockmeetingFederalSpecificationFF-L-
2740AMechanicalHeating,occupied–68ºF(20ºC);maintained–55ºF(13ºC)Cooling,occupied–78ºF(25ºC);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fc(540lux)Receptacles–convenienceandcomputerduplexVoice/data–voice/datareceptacleateachworkstationFurnitureOnedoublepedestaldeskwithkeyboardtrayandmousepadMid-backtaskchairConferencetableandfourchairsVerifytablesorstandsforUSARCprovidedequipmentequipmentVerifysecureequipment,GSAcontainersandotheroperationalitemstobe
providedbyUSARC,notprojectspecial features or considerations/3/
4-2.37 DistanceLearningCenter
4-2.37.1 Thisspaceisprovided,whenauthorized,toallowdeliveryofremotetrainingandeducationresources.Anauthorizationof800sf(74sqm)isprovidedforeachmultipleof12students,andtheremaybeanassociatedofficeforacontractoperator/instructor.
4-2.37.2 Thespacewillbesimilartoacomputerlearninglab,withvoice/datalinks.The
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UsingServicewillprovideandinstallallequipment,hardwareandsoftware;thedesignermustobtainthespecifications,andcoordinatethedesignofthemechanicalandelectricalbuildingsystemsrequiredtosupportthespaceandequipment.
4-2.37.3 SpaceDesignInformation-similartoClassroomabove;designermustverifywhetherprojectionscreens,markerboards,maprailsandsimilaraccessoriesarerequired.
4-2.38 MaleandFemaleToiletsandShowers
4-2.38.1 Toiletroomsshouldbeprovidedoneachfloor,andmaybedistributedthroughoutlargerbuildingsforpersonnelconvenience.ThetotalfixturecountshouldbebasedonthetablesinAppend�xFforthemaximumdrillweekend.Iflocalcodesrequiremorefixtures,reviewwiththeUsingService.Modestyscreeningshouldbeprovidedattoiletroomentries. Figure 4-28
Shower Room4-2.38.2 Showerroomsareprovidedprimarilyforweekenddrillandphysicaltrainingpurposes,butwillalsoservesomesustainabledesigngoals.Showerroomsshouldbeassociatedwithatoiletroom,butonlyoneshowerroomforeachsexshouldbeprovided.Allshowerswillbeindividualunits;nogangshowers.Standardshowerstallis36inx36in(900mmby900mm);accessiblestallsmaybe40inx40in(1000mmby1000mm)or36inx60in(900mmby1500mm).\3\Thepreferredmaterialfordrop-inshowerunitsisfiberglassorplastic./3/
4-2.38.3 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–ceramictile;openrubbertileatshowersBase–ceramictileWalls–ceramictile;epoxy-paintedwater-resistantgypsumboardasan
alternative;moldedfiberglassasanalternativeinshowerroomCeiling–epoxy-paintedcementboardTrim–noneLockset–passageorpush/pull
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MechanicalHeating-passive,fromtransferairCooling-passive,fromtransferairVentilation–Usethelargestof2CFM/SF(10L/S/SQM),10airchanges/HR,or
ASHRAE62.1;negativeairpressure.electricalLighting–30fc;showers,20fcrecessed,wetlocation,lensedfluorescent
downlightsReceptacles–convenienceduplex–GFCIinwetareas;GFCIduplexatsinksVoice/data–noneFurnitureequipmentTowelhooksorracksatshowersspecial features or considerationsCommercialgrade,flushvalve,\3\waterclosetsandwaterlessurinals//Corrosion-resistantregistersConsiderbenchesatdryingareas\3\ Countertopsinksarepreferredforlargetoiletareas.Usesolidsurface
materialforthecountertopsandbacksplash.Usestainlesssteelorvitreouschinaforthebowls./3/
Figure 4-29 Unisex Toilet4-2.39 AccessibleUnisexToilet
4-2.39.1 Withtherequirementthatallnewlyconstructedtoiletroomsbeaccessible,thisspaceauthorizationissometimeslumpedwiththemaleandfemaletoilets.Itmayalsobeusedtoprovideatoiletinaremotepartofabuilding.\2\SomedesignershavemadeprovisionsforbabychangingstationsintheseroomsneartheFamilySupportOffice./2/
4-2.39.2 SpaceDesignInformation:Seemaleandfemaletoiletroomsabove.
4-2.40 MaleandFemaleLockerRooms
4-2.40.1 Lockerroomspaceisprovidedforpersonnelstorage,andforchangingofclothingforphysicaltrainingorduringdrillweekends.\2\Providemodestyscreeningatroomentrancesasrequired./2/
4-2.40.2 Thelockerroomspaceauthorizationmaynotprovidesufficientareaforanindividuallockerforallpersonnel;insuchcasessomelockersmaybeassigned,orallmaybeavailableforanyone’suse.Full-height,half-height,oramixtureofbothmaybeprovided.Asaruleofthumb,providefull-heightlockersforfull-timepersonnelandallCommanders,andhalf-heightfortheremainderasspaceallows.
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4-2.40.2 SpaceDesignInformationFigure 4-30
Locker Room
General/CodeSize–variesOccupancy–businessOccupancycount–1personper10sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–ceramictileBase–ceramictileWalls–paintedgypsumboardCeiling–paintedgypsumboardTrim–noneLockset–classroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–Use1cfm/sf(5L/S/SQM)inlockerareaand2cfm/sf
(10L/S/SQM)inshowerareas;airpressuretobenegativeelectricalLighting–20fcReceptacles–convenienceduplex-GFCIVoice/data–wallphoneFurnitureequipmentBenches
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special features or considerations
4-2.41 VendingAlcove
4-2.41.1 ThisspaceisprovidedforvendingmachinesfortheconvenienceoftheTenants,andistypicallylocatedoffacorridororinthebreakarea–occasionallyintheassemblyhall.Largefacilitiesmayjustifymultiplelocations,butthespacewillhavetocomeoutofhide.
4-2.41.2 SpaceDesignInformation Figure 4-31 Vending Alcove
General/CodeSize–28sf(4.5sqm)Occupancy–businessOccupancycount–notoccupied;typically1personper
300sf(8sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–VCT\2\/2/Base–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–noneLockset–noneMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1;returnairtoremoveheatfromvending
machineselectricalLighting–20fcReceptacles–dedicated20AforeachvendingmachineVoice/data–noneFurnitureequipmentVendingmachinesarebytheTenantsspecial features or considerations
4-2.42 BreakArea
4-2.42.1 Thisspaceisprovidedforbreakandmealactivities;itmayoccasionallybeusedasameetingortrainingspace.TheUsingServicemayauthorizeupto37sqm(400sf)ofadditionalspaceforfamilysupport/retentionpurposes.
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4-2.42.2 SpaceDesignInformationGeneral/CodeSize–variesOccupancy–businessOccupancycount–1personper20sf(1.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–\2\VCT /2/Base–rubberWalls–paintedgypsumboardCeiling–suspendedacousticalceilingtile(ACT)Trim–\2\none/2/Lockset–passageMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1;exhaustwithlocalcontrolfor
microwaveelectricalLighting–50fcReceptacles–convenienceduplex;dedicated20Aforappliances;GFCIduplex
atsinkVoice/data–wall-mountedphoneFurnitureFoldingtablesandplasticshellstackchairsequipment\3\BulletinboardMarkerboard/3/special features or considerationsRefrigeratorandmicrowavearepartofconstructioncontractCounterwithupperandlowercabinetsandtwo-compartmentsink\3\Recyclecentertosupportatleastthreeitems/3/VerifywithTenantsiftheywillprovidelargecoffeemaker
4-2.43 Mechanical
4-2.43.1 MechanicalspaceforHVACequipmentandductworkwillbedistributedthroughthebuildingforefficientoperationofthemechanicalsystems.
4-2.43.2 Themainmechanicalspaceshouldhavedoubledoorstotheexteriorforconvenientaccessformaintenanceandrepair.
4-2.43.3 SpaceDesignInformation
General/CodeSize–\2\9%/2/timesauthorizedbldg.functionalareaorasrequired
Figure 4-32 Break Area
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Occupancy–businessOccupancycount–notoccupied;typically1personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–variesFloor–concrete,sealedBase–noneWalls–sealedandpaintedCMU;paintedgypsumboardasanalternativeCeiling–none,paintstructureTrim–noneLockset–storeroom;entranceatexteriordoorMechanicalHeating–55degreesF(13C)Cooling–sufficienttoremoveexcessequipmentheatVentilation–sufficienttosatisfycombustionairandcoolingrequirements;one
airchangeperhourminimumelectricalLighting–30fcReceptacles–convenienceduplexesVoice/data–wallphoneFurniture\2\LateralfileforO&Mmanuals/2/equipmentspecial features or considerationsConnectionstoflowswitches,tamperswitches,andfirealarmOrdinaryhazardsprinklersFloordrainsforreliefvalvesandcondensate,hosebibb,eyewashifwater
treatmentchemicalsinroomPoweranddataconnectionsforcomputerifenergymanagementcontrol
system
4-2.44 Electrical
4-2.44.1 Theauthorizationforelectricalspaceisintendedtoprovidethemainelectricaldistributionroom,butelectricalclosetsorpanelsmaybelocatedthroughoutthebuildingforefficientoperationofthefacility.Spacefortheclosetswillhavetocomeoutofhide.
4-2.44.2 Itispreferredthatthemainelectricalroombededicated,andnotsharespacewithmechanicalequipment.
4-2.44.3 SpaceDesignInformation
General/CodeSize–360sf(33.5sqm))Occupancy–businessOccupancycount–notoccupied;typically1personper300sf(27.9sqm)
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Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–concrete,sealedBase–noneWalls–sealedandpaintedCMU;paintedgypsumboardasanalternativeCeiling–none,paintstructureTrim–noneLockset–storeroomMechanicalHeating–55degreesF(13C)Cooling–ventilatesufficienttoremoveexcessequipmentheatVentilation–sufficienttomaintainsuitabletemperaturesforequipmentelectricalLighting–30fcReceptacles–convenienceduplexesVoice/data–wallphoneFurnitureequipmentElectricalserviceequipmentspecial features or considerationsMaingroundbarOrdinaryhazardsprinklerAvoidroutingwaterpipingaboveelectricalequipment
4-2.45 Circulation
4-2.45.1 Typicalwidthsformaincorridorsare6ftand8ft(1800mmand2400mm)toallowtwopeopleabreasttocirculatecomfortablywithoutbodycontact.Secondarycorridorsmaybereducedinwidth.
4-2.45.2 Corridorsshouldbeplannedtobeamaximumof150feetstraightinonedirection.Considerchangingcorridordirectionandprovidingviewstoadjacentspacesoranexteriorscene.Permanentwall-mountedfixturessuchasdrinkingfountainsorfireextinguishersmustnotprojectintothecorridor.
4-2.45.3 \3\Stairsshallbeconstructedwithsteelframeworkwithsteelpansforconcretetreadsandlandings.Allaspectsofthestairdesignshallmeetallcoderequirements.Stairtreadsshallreceiverubbertreadswithnosingsandlandingsshallreceiverubberflooringmaterials./3/
4-2.45.4 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)
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Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–VCT;carpet\2\t�le/2/asanalternativeinmoreformalandadministrative
areas\3\withlowfoottraffic/3/Base–rubberWalls–paintedgypsumboard\2\/2/;paintedCMUasanalternativeinmore
utilitarianspacesCeiling–suspendedacousticalceilingtile(ACT)Trim–wallandcornerguardsLockset–varies;mayincludehold-opensMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);cooling,maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–20fcReceptacles–convenienceduplexVoice/data–payphonesifrequestedbyTenantsFurnitureIfspaceallows,seatingareaswithloungechairsTrophycases,displaycases,bulletinboardsequipmentspecial features or considerationsElectricwatercoolersforeachfloor,minimumConsiderconcealedsprinklerheadsforestheticsUSARdoesnotwantvinylwallcoveringincirculationspacesduetodifficultyof
repair\3\
4-2.46 Stairs
4-2.46.1 Stairsshallbeconstructedwithsteelframeworkwithsteelpansforconcretetreadsandlandings.Designstairswithproperriseandrunwithrequiredlandings.Provideexteriorexitandareaofrefugetosupportcodeapplication.Primarystairsshallreceiverubberflooronstepsandlandingswithsecondarystairsbeingsealedconcrete.
4-2.46.2 SpaceDesignInformation
General/CodeSize–variesOccupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–rubberBase–rubber
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Walls–paintedgypsumboard;paintedCMUasanalternativeinmoreutilitarianspaces
Ceiling–suspendedacousticalceilingtile(ACT)Trim–wallandcornerguardsLockset–varies;mayincludehold-opensMechanicalHeating,55degreesF(13C)Cooling,occupied–80degreesF(27C);cooling,maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–20fcReceptacles–convenienceduplexFurnitureequipmentspecial features or considerationsConsiderconcealedsprinklerheadsforestheticsUSARdoesnotwantvinylwallcoveringincirculationspacesduetodifficultyof
repairCeremonialstairswillbeconditionedsimilartothespacesserved
4-2.47 SIPRNETCafe
4-2.47.1 Thisroomprovidesspaceforsecure/SIPRNETcommunicationsasmissionortrainingcycledemands,inlieuofbringingSIPRNETtoindividualdesktops.TheCaféisintendedtooperateduringnormalbusinesshours,not24/7,withclosedstorage.InReserveCenterswithoutSIPRNETmissions,thisspacemaybeusedforotherpurposesduringthosetimeswhenSIPRNETequipmentisnotinstalled.
4-2.47.2 ThepreferredlocationfortheCaféisatagroundfloorpointcentraltotheArmyReserveunitsandpersonnelinthefacility.ItisalsodesirablethattheCaféisadjacenttotheTERtominimizebackbonerequirements,andadjacenttoanyothersecurecommunicationsspacesforefficiencyofsecurityandoversight.InafacilitywithaGeneralOfficer,functionalandoperationalefficiencymaydictatealocationadjacenttothecommandsuite.
4-2.47.3 Designandconstructtheroominaccordancewith“secureroom”constructionrequirementsofAR380-5.Someprovisionsarelistedbelow,butmustbeverifiedwithAR380-5toassuretheyarecurrentandcomplete.WhenconstructedinaccordancewithAR380-5,theroomwillmeetdefinitionsofbothsecureroomandcontrolledaccessarea(CAA).Providebothacombinationlockandasupplementalcard-keysystem.Thecard-keylockingsystemmustbededicatedfortheCaféonly,separatefromothercard-keylockingsystemsforthefacility,andmustcomplywithAR380-5.
4-2.47.4 Provideforanintrusiondetectionsystem(IDS)tomonitortheCafé.TheIDSsystemservinganArmsVaultinthefacilitymaybeextendedtotheCafé,andshallincorporatethecard-keysystem.ForIDSprovisionsrequired,seeIndividualSpaceCriteriaforArmsVaultandAR380-5.
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4-2.47.5 TheCafésaredesignatedassmallorlarge;providesizeasindicatedbelow.ForCAA-certifiedfacilitieswithpopulationover1000,providespaceforonelargeCaféplusadditionalsmallspaceincrementsasappropriateforpopulation.AllArmyReservefacilitiesarenon-CAAfacilitiesunlessotherwisedesignatedbyUSARCG3.
Small CAAfacilitieswithfull-timestaff≤400 Non-CAAfacilities1Battalionormorethan5Companies Large CAAFacilitieswithfull-timestaff≤1000 NonCAAfacilitiesBrigadeandhigherr
Figure 4-33 Typical Small SIPRNET Cafe
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Figure 4-34 Typical Large SIPRNET Cafe
4-2.47.6 SpaceDesignInformation
General/CodeSize–small=250SF(14sqm),andlarge=400SF(51.1sqm)Occupancy–businessOccupancycount–variesdependingonsizeofroomArchitectural/InteriorsMinimumSTCrating–49Ceilingheight–10’(3050mm)minimumheighttostructureFloor–carpettileBase–rubberWalls–paintedgypsumboardorpaintedCMUfromtruefloortostructure
aboveconstructedinaccordancewithAR380-5Ceiling–paintedgypsumboardTrim–noneLockset–GSA-approvedcombinationlockmeetingFederalSpecificationFF-L-
2740AandFF-L-2890A(LKM7000),plussupplementalcard-keyreader
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MechanicalHeating–Occupiedmaintain68ºF(20ºC):unoccupiedmaintain55ºF(13ºC)Cooling–maintain78ºF(13ºC)Ventilation–complywithASHRAE62.1electricalLighting–50fc(540lux)Receptacles–SeeChapter3Voice/data–SIPRNETdistributionanddroptoeachworkstation,plustwo
unclassifieddatadropsandonetelephonedropinroomforSecureTelephoneEquipment(STE)
FurnitureSixcomputerdesksforsmallroom,10formediumroomand20inlargeroom
–computerdesksare36inches(915mm)wideby30inches(765mm)deep,withshelf,keyboardtraywithmousepad,andmobileCPUcart
VerifytablesorstandsforUSARCprovidedequipmentequipmentVerifyfaxmachines,safes,servers,securefiles,encryptiondevices,secure
telephonesandsimilaritemsspecifictotheoperationoftheCafétobeprovidedbyUSARC,nottheproject.
special features or considerationsWallsandceilingmustbeconstructedtoofferresistancetoandshowevidence
ofattemptedunauthorizedentry.Wallstudsandgypboardmustextendfromfloortostructureabove.
Doormustbesolid-corewoodormetal.Hingepinsofout-swingingdoorsmustbepinned,brazedorspot-weldedtopreventremoval.Donotprovidewindowsinthisspace.
Mechanical,electricalandotheropeningsintothisspacemustbesmallerthan96squareinches,ormustbehardenedinaccordancewithMILHDBK1013/1A.Donotrouteutilitiesorotherinfrastructurenotassociatedwiththisspacethroughthisspace.
ProvidedoorbellorbuzzerinCafé,withactivatingbuttonoutsidespaceentrydoor
ExtendSIPRNETdatalineinPDSfromCafétooneconferenceorclassroom,andtoCOMSECspaceifoneisauthorizedforfacility
VerifyweightofequipmenttodetermineappropriatedesignfloorloadsProvidepower,conduitandboxesforaGovernment-providedIDSsystem.Usersandsecuritypersonnelnormallyprefernowindowsinthisspace.If
windowsareprovided,complywithrequirementsofAR380-5.
4-2.48 EOC-EmergencyOperationsCenter
Refer to Army Reserve IT Manual for EOC spaces. The Army Reserve IT Manual is available at www.lrl.usace.army.mil/ed2/default.asp?mycategory=212./3/
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4-3 oRGAnIZAtIonAL MAIntenAnCe sHoP
4-3.1 ShopOffice
4-3.1.1 Theshopofficeprovidesspacefortheperformanceofadministrativefunctionsrelatingtodispatchrecords,maintenancerecordsandscheduling.
4-3.1.2 Thelocationoftheshopofficeshouldprovidemaximumvisibilityofworkbays,andTenantsgenerallydesirethattheofficesoverlooktheworkbays,eitherthroughawindoworadoor.ThedesignersmustbeawareoftherequirementsofNFPA70Article511requiringthatcommunicatingareasadjacenttoworkbaysbeclassifiedasClass1locations.Anon-operablewindowispreferableforvisibility.Anydoorshouldnotopendirectlyintotheworkbays,unlesstherequirementsofNFPA70Article511aremet.
4-3.1.3 NFPA101requiresthatnootherspacesexitthroughtheworkbays;iftheofficearearequirestwoexits,anexitcorridormustbeprovidedaswellasadirectexit.
4-3.1.4 Accessmustbeprovidedfromtheshopofficetotheworkbayareaaswellastotheexteriorofthebuilding.
4-3.1.5 \3\ShopofficeswithUnitCommonareasshallmatchparagraph4-2.3withtheexceptionthatthefloormaterialshallbeVCTinlieuofcarpettile.
4-3.1.6 SpaceDesignInformation
General/CodeSize–varies
Figure 4-35 Shop Office
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Occupancy–businessOccupancycount–1personper100sf(9.3sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–8ft-8in(2600mm)minimumFloor–VCT\2\/2/Base–rubberWalls–paintedgypsumboard;paintedCMUasanalternativeCeiling–suspendedacousticalceilingtile(ACT)Trim–\2\coatrackmountedonwallbehindthedoor/2/Lockset–officeorclassroomMechanicalHeating,occupied–68degreesF(20C);maintained–55degreesF(13C)Cooling,occupied–78degreesF(25C);maintained–ambientVentilation–complywithASHRAE62.1electricalLighting–50fcReceptacles–convenienceandcomputerduplexes-\2\Ifnoseparationfrom
workbaysperNFPA70Article511,noelectricalwithin18in(460mm)offloor/2/
Voice/data–twovoice/dataoutletsateachworkstationFurnitureSameasfull-timeofficesaboveexceptitshouldbedarkerortexturedfinishfor
easiermaintenanceequipmentspecial features or considerations
4-3.2 \2\MaleandFemaleToilets/2/
Figure 4-36 Unisex Toilet
4-3.2.1 \3\ ThetoiletauthorizationfortheOMSistypicallysufficientforseparatemaleandfemaletoiletrooms.Whereonlyaunisextoiletisauthorizedprovideatoilet,urinalandsink.ThedesignershouldstrivetomeetaccessibilityrequirementseventhoughtheOMShasanexceptionwhenitisoccupiedbyonlyable-bodiedmilitarypersonnel./3/
4-3.2.2 SpaceDesignInformation:SeeSection4-2.38above.
4-3.3 ToolsandPartsStorageRoom
4-3.3.1 Thisspaceisthestorageandissueareaforsparepartsandtools,especiallymechanics’toolsetsandorganizationalmaintenancesets.
4-3.3.2 TheTenantstypicallywantthetoolsandpartsareasofthisroomseparatedbycagingorahardwall,andmaywantthetwoareasfurtherdividedbycagingforanindividualunit’suse.ThedesignershouldverifywhetheraDutchdoorwithshelf,or
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slidingwindow,isrequiredforissueofpartsandtools,andwhetheroneormoreworkstationsaredesiredintheroom.
4-3.3.3 Steelshelvingunitsaretypicallyprovidedundertheconstructioncontract,andsomefloorspaceistypicallyleftopenforstorageoflargeritems.ThedesignershouldverifytheTenants’shelvingrequirements.
4-3.3.4 SpaceDesignInformationFigure 4-37
Tools and Parts Storage Room
General/CodeSize–96sf(8.9sqm)perauthorizedworkbayOccupancy–lowhazardstorageOccupancycount–notoccupied;typically1
personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcrete\2\;orVCTas
alternative/2/Base–noneifCMU;rubberifgypsumboardWalls–paintedCMU;paintedgypsumboardas
analternativeCeiling–exposedstructure,paintedTrim–\2\none/2/Lockset–storeroomMechanicalHeating,occupied–68degreesF(20C);
maintained–55degreesF(13C)Cool�ng-noneVentilation–ventilateifworkstationlocatedhereelectricalLighting–30fcReceptacles–convenienceduplexes;computerduplexifautomatedinventoryVoice/data–wallvoicereceptacle;datareceptacleifautomatedinventoryFurnitureWorkbenchwithlaminatetopandstoolprovideduponTenant’srequestequipmentOpenshelvingspecial features or considerationsOrdinaryhazardsprinklers
4-3.4 StorageRoom
4-3.4.1 Thisspaceisprovidedforstorageofancillaryequipmentissuedwithvehicles,includingoperators’vehiclemaintenancetools,canvas,canvasbows,seats,sideboards,etc.Itisbestlocatedadjacenttotoolsandpartsstorage,andmaybedividedwithcagingforunits.
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4-3.4.2 \3\Steelshelvingunitsaretypicallyprovidedundertheconstructioncontract,andsomefloorspaceistypicallyleftopenforstorageoflargeritems.ThedesignershouldverifytheTenants’shelvingrequirements./3/
4-3.4.3 SpaceDesignInformation
General/CodeSize–96sf(8.9sqm)perauthorizedworkbayOccupancy–low-hazardstorageOccupancycount–notoccupied;typically1personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcreteBase–noneifCMU;rubberifgypsumboardWalls–paintedCMU;paintedgypsumboardasanalternativeCeiling–exposedstructure,paintedTrim–\2\none/2/Lockset–storeroomMechanicalHeating–55degreesF(13C)Cooling–noneVentilation–ventilateifworkstationlocatedhereelectricalLighting–30fcReceptacles–convenienceduplexes;computerduplexifautomatedinventoryVoice/data–wallvoicereceptacle;datareceptacleifautomatedinventoryFurnitureequipmentOpenshelvingspecial features or considerationsOrdinaryhazardsprinklers
4-3.5 SpecialEquipmentAlcove
4-3.5.1 TheTenantstypicallyhaveequipmentsuchastirechangers,balancers,etc.,whichisinfrequentuse,butcannotbelocatedwithinthemaintenancebays.Anauthorizationof200sf(18.6sqm)isprovidedtoaccommodatethisequipment.Thedesignershouldlocatethisalcoveofftheworkbayareawherethisequipmentcanbepermanentlylocated,convenienttotheworkbaysandwithsufficientspaceforoperationoftheequipment.
4-3.5.2 SpaceDesignInformation:Refertothespacedesigninformationfortheworkbays;thisspaceistreatedasanintegralpartoftheworkbays,andthespacedesignshouldbethesame.
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4-3.6 BatteryRoom
4-3.6.1 BatteryroomsarenolongerauthorizedforanOMS;forexceptions,seeinformationinparagraph4-5.9.
4-3.7 FlammableStorage
4-3.7.1 Thisspaceisprovidedforstorageofpetroleum-basedlubricants,paints,solvents,etc.foruseintheOMS.Duetothevolatilenatureofthecontents,itwillhaveexterioraccessonly,andCMUwalltostructureoraconcreteceiling.
4-3.7.2 Theroomshouldhaveadepressedwellunderametalgratefloorforcollectionofanyspills:nodrain.Thewellshouldbeslopedtoallowconvenientsuctionofspillsatalowpoint.Thewellshouldbecapableofcontaining150%ofthestoredmaterials;verifylikelyamountofstoredmaterialswithTenants.
4-3.7.3 Somesteelshelvingistypicallyprovided,withsomefloorarealeftopenforlargercontainers.
Figure 4-38 Flammable Storage4-.3.7.4 \2\OSHArequiresemergencyeyewashand
showerswhereanemployee’seyesorbodycouldbeexposedtoinjuriouscorrosivematerials.Forthatreason,thisspaceistypicallylocatedwithreadyaccesstoanemergencyeyewashandshowerunitinthemaintenancebay.Wherereadyaccesstoanemergencyeyewashandshowerisnotavailable,aunitshouldbeinstalled.Therequirementcanbewaived,wheretheBuildingOwnerthoroughlydocumentsthatnoinjuriouscorrosivematerialswillbestoredinthisspace./2/
4-3.7.5 SpaceDesignInformation
General/CodeSize–variesOccupancy–highhazardstorageOccupancycount–notoccupied;typically1person
per300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcretebelowmetalgrateBase–noneWalls–paintedCMUCeiling–\2\firerated/2/Trim–noneLockset–entranceMechanicalHeating-40degreesF(4.4C);explosionproofhotwaterorelectricheater
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Cool�ng-noneVentilation–\2\6AC/HR,1cfm/ft2(5l/s/m2))or150CFM(4m3/min)whichever
isgreatest.Inletsandoutletslocated12”above\3\topofslab/3/ positionedasfarapartaspracticable,toprovideairmovementacrossallportionsofthefloor.Fansshallbeexplosion/sparkproof.Ventilationsystemshallbetiedtolightsunlessdispensingactivitiesareplannedforspace.IfdispensingClassIfluidsisplannedforthespace,continuousventilationshallbeprovidedandshallhaveanairflowswitchorotherequallyreliablemethodthatisinterlockedtosoundanaudiblealarmuponfailureoftheventilationsystem,apilotlightbythelightswitchshalllightwhenfanisoperating/2/
electricalLighting–10fc;minimumoftwoexplosion-prooffluorescentsonexterior
weatherproofpilot-lightedexteriorswitch.Providelowtemperatureballasts.
Receptacles–noneVoice/data–noneequipmentOpenshelvingspecial features or considerationsExtrahazardsprinklers;drysysteminnorthOpengratingaluminumflooringoverspill-collectionbasin\3\DesignroomtoNECArticle501and511foraClassIDivisionIIlocation/3/
4-3.8 ControlledWasteStorage
4-3.8.1 Thisspaceisprovidedforstorageofwastematerialsoritemsforenvironmentalprotection,whileawaitingrecyclingorotherdisposal.Duetothenatureofthecontents,itwillhaveexterioraccessonly,andCMUwalltostructureoraconcreteceiling.
4-3.8.2 Theroomshouldhaveadepressedwellunderametalgratefloorforcollectionofanyspills.Thewellshouldbeslopedtoallowconvenientsuctionofspillsatalowpoint:nodrain.Thewellshouldbecapableofcontaining150%ofthestoredmaterials;verifylikelyamountofstoredmaterialswithTenants.
4-3.8.3 Somesteelshelvingistypicallyprovided,withsomefloorarealeftopenforlargercontainers.
4-.3.8.4 \2\OSHArequiresemergencyeyewashandshowerswhereanemployee’seyesorbodycouldbeexposedtoinjuriouscorrosivematerials.Forthatreason,thisspaceistypicallylocatedwithreadyaccesstoanemergencyeyewashandshowerunitinthemaintenancebay.Wherereadyaccesstoanemergencyeyewashandshowerisnotavailable,aunitshouldbeinstalled.Therequirementcanbewaived,wheretheBuildingOwnerthoroughlydocumentsthatnoinjuriouscorrosivematerialswillbestoredinthisspace./2/
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4-3.8.5 SpaceDesignInformation Figure 4-39 Controlled Waste
StorageGeneral/CodeSize–variesOccupancy–highhazardstorageOccupancycount–notoccupied;typically1personper
300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcretebelowmetalgrateBase–noneWalls–paintedCMUCeiling–\2\firerated/2/Trim–noneLockset–entrance;codemayrequirepanicMechanicalHeating-40degrees4(4.4C);explosionproofhot
waterorelectricheaterCool�ng-noneVentilation–\2\6AC/HR,1cfm/ft2(5l/s/m2))or150CFM(4m3/min)whichever
isgreatest.Inletsandoutletslocated12”above\3\topofslab/3/positionedasfarapartaspracticable,toprovideairmovementacrossallportionsofthefloor.Fansshallbeexplosion/sparkproof.Ventilationsystemshallbetiedtolightsunlessdispensingactivitiesareplannedforspace.IfdispensingClassIfluidsisplannedforthespace,continuousventilationshallbeprovidedandshallhaveanairflowswitchorotherequallyreliablemethodthatisinterlockedtosoundanaudiblealarmuponfailureoftheventilationsystem,apilotlightbythelightswitchshalllightwhenfanisoperating/2/
electricalLighting–10fc;minimumoftwoexplosion-prooffluorescentsonexterior
weatherproofpilot-lightedexteriorswitch.Providelowtemperatureballasts.
Receptacles–noneVoice/data–noneequipmentOpenshelvingspecial features or considerationsExtrahazardsprinklers;drysysteminnorthOpengratingaluminumflooringoverspillcollectionbasin\3\DesignroomtoNECArticle501and511foraClassIDivisionIIlocation/3/
4-3.9 Workbays
4-3.9.1 Theworkbayprovidesspacefortrainingandfortheperformanceofservicesandrepairsofassignedequipment(mobileandstationary).Therearetwobasictypesof
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workbayconfigurations,singleaccessanddrive-throughdoubleaccess.Drive-throughworkbaysshouldbeincludedwheneverpossible;twoworkbaysendtoend,withanoverheaddoorattheoppositeends.
4-3.9.2 TheworkbaysaretheheartoftheOMS.TheothersupportareasarenormallylocatedascloselyadjacenttotheworkbaysaspossibleundertheexitingrequirementsofNFPA101;considerlocatingmostofthemoffacorridorintotheworkbay,withtheotherendofthecorridorastheirexitpath.Thefunctionallayoutshouldallowforthefutureadditionofworkbays,ifpossible.
4-3.9.3 Waterrunofffromworkbaycleaningoperationswillbecollectedinatrenchdrainlocatedinsidetheoverheaddoorandemptiedintoagrease/oilseparatorconnectedtothesanitarysewer.DesignershouldverifyenvironmentalrequirementsfordrainagewithUSARInstallation,andlocalcodesandregulations
4-3.9.4 WeldingistypicallynotauthorizedinanOMS.Ifauthorized,acode-complianthoodorroommustbeprovided.ComplywithNFPA70Article511andNFPA51B;aweldingroomwouldrequiredoubledoorswithavestibulebetweenifitopenstotheworkbays.Ifweldingisnotauthorized,noprovisionswillbeprovidedformeetingthisrequirement.Thedesignershouldverifypowerrequirements.
4-3.9.5 TheworkbaystypicallyaretallerthantheotherOMSsupportingspaceswitha4.3m(14ft)minimumclearheight,resultingindifferingroofandwallheightsforthetwoareas.IninstanceswhereitbecomesmoreeconomicaltoconstructtheOMSwithoneroofline,useoftheareaabovetheancillaryshopspacesforadditionalstorageandmechanicalequipmentspaceisdiscouraged.ThedesignermustverifyrequiredclearworkbayheightwithTenants’vehiclesizes.\3\Themaintenancebayinteriorwallsfromfinishfloortoroofdeckshouldreceivedurablematerialtoresisttheharshtreatmentassociatedwithashopenvironment.Theinteriorwallfinishshouldbeconcrete,concretemasonryunitsorotherpaintedmaterialapprovedbytheProjectOfficer./3/
4-3.9.6 Thebasicdimensionsoftheworkbaysare20ft(6.1m)wideby40ft(12.2m)long,whichincludescirculationspacealongthe20ft(6.1m)width.Endworkbaysareauthorizedanadditional4ft(1.2m)ofwidthontheiroutboardsidetoprovidecirculationspace.Trenchdrainsarelocatedapproximately5ft(1500mm)fromtheexteriorwall,andthefloorslopes3in(75mm)tothemasshownbelow.
4-3.9.7 Concreteapronsserveasoutdoorworkbays,especiallyforportablehydraulichoists,andwillbe36ft(11m)indepth.
4-3.9.8 Vehicleexhaustdropsshouldbelocatedineachworkbay.Thedropsmustbeofsufficientflexibilityandlength,andhaveappropriateterminationstoadequatelyservetheunits’vehicles.
4-3.9.9 Designersshouldpayparticularattentiontocoordinationofsystemsinthespaceabovetheworkbays.Lights,spaceconditioning,exhaustdrops,power/lightreels,overheaddoors,etc.,competeforspaceandmustbecoordinatedforspace
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functionality.\3\ Whenpracticalallownaturallightintotheworkbays./3/
4-3.9.10 Overheadworkbaydoorsaretypically16ftby14ft(4900mmwideby4300mmhigh)\3\coilingsteelwithpowereddooroperation/3/.Provide6-inchdiameterconcretefilledwithaconcretedometop,heavyweightsteelprotectivebollardsinsideandoutsideofoverheaddoorjambsandatcornersofOMSbuildingsadjacenttotrafficpaths.
4-3.9.11 Anairsweepexhaustfortheentireworkareashouldbelocated\2\under/2/\3\12�n(300mm)/3/abovethefloor\2\toeffectivelyremovevaporaccumulations/2/.\3\Theentirefloorareaoftheworkbaysandareasadjoiningtheworkbaystoalevel18inches(450mm)abovethefloorshouldbedesignedasClass1,Division2spacesperNFPA70Article511andNFPA30Asincetheairsweepsystemisnottoberuncontinuously.Acontinuouslypressurizedvestibulebetweentheworkbaysandadjoiningspacesoran18inchelevationchangeuptotheadjoiningspaceswillnegatetheneedtodesignadjoiningspacesasClass1,Division2spaces.CompliancewithNFPA70Article511isnecessarysincetheworkbayscouldbeutilizedtomaintainequipmentutilizingdieseland/orvolatileflammableliquids(gasoline)forfuelorpower.CompliancewithNFPA30AisrequiredsinceClassIliquidsarehandledintheworkbay.Sweepventilationmustberunataminimumof1cfm/sfor4airchangesperhourwhenflammableliquidsarebeingusedintheoccupiedworkbays,placardingshallbeusedtoensurecompliance.Presently,theArmyReservedoesnotmaintainequipmentutilizingflammablegasesbutthiscouldchangeinthefuture./3/
Figure 4-40 Workbays
4-3.9.12 Anaircompressorwillbecontractor-furnishedandinstalled,andwillnormallybelocatedinthemechanicalroomwithaquickdisconnectoutletineachworkbay.
4-3.9.13 Aservicesink,anddrinkingfountainwillbeprovidedintheworkbayarea.\2\
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Provideatleastoneeyewash/delugeshowerintheworkbayarea./2/Hosebibbswillbeprovidedineachworkbay,contractor-furnishedandinstalled.
4-3.9.14 OverheadcranesarenottypicallyauthorizedforanOMS;see4-5.2.2foroverheadcraneinformation,ifauthorized.
4-3.9.15 SpaceDesignInformation
\2\ General/CodeSize–varies;baseworkbayis800sf(74.3sqm)Occupancy–repairgarage;typicallynofuelingorweldingOccupancycount–1personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–14ft(4300mm)minimumclearFloor–sealedconcreteBase–noneWalls–paintedCMUCeiling–none,paintstructureTrim–noneLockset–entranceMechanicalHeating-68degreesF(20C);maintained-55degreesF(13C)NOTE:\3\ Inclimatesexceeding5,000degreedays,hydronicin-floorheating
shouldbeprovided.Wherein-floorheatingcannotprovidesufficientheatorrebound,utilizeoverheadinfraredradiantheatingortemporarilyadjustdeliverytemperatureofmake-upairunit.In-floorheatingshouldbecoordinatedwithconcreteslabongrade./3/
Cooling–noneVentilation–complywithASHRAE62.1electricalLighting–50fc;\3\highefficiencyflourscentsor/3/pendant250Wpulsestart
halidewithwidedistributionandacryliclensReceptacles–GFCIduplexreceptaclesatcolumnsandonwallsat48in
(1220mm)AFFVoice/data–voice/dataoutletsineachbayGround-ProvideastaticgroundreceptaclereadilyavailableforeachbayFurniture\1\Workbencheswithmetaltops(Oneworkbenchper20ftx40ftworkbay.)/1/
\3\ Designer-verifywithTenantiffreestandingorbuilt-inbenchesarepreferred /3/
equipmentTroublelight/powerreelineachbayspecial features or considerationsCarbonmonoxidedetectorsOrdinaryhazardsprinklersDesigngrade-supportedslabstocomplywithUFC3-310-02Aand
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UFC3-320-06A/2/
4-3.10 Mechanical/Electricall
4-3.10.1 Separatespacesareprovidedforthelocationofelectricalpanels,telephoneequipment,waterheaters,heatingequipment,aircompressors,andstorageofmaintenanceequipmentandsupplies.CodesandTenantpreferencemayrequireseparateroomsfortelephoneand/orelectricalsystems.Accessmaybeexterioronly.
4-3.10.2 SpaceDesignInformation
General/CodeSize–variesOccupancy–lowhazardstorageOccupancycount–notoccupied;typically1personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–concreteBase–noneWalls–paintedCMU;paintedgypsumboardasanalternativeCeiling–none;paintstructureTrim–noneLockset–entranceMechanicalHeating–55degreesF(13C)Cooling–ventilatesufficienttoremoveexcessequipmentheatVentilation–sufficienttoremoveexcessequipmentheatandtoprovide
combustionair;oneairchangeperhourminimumelectricalLighting–30fcReceptacles-ConvenienceduplexVoice/data–noneequipmentAircompressorforworkbayOpenshelvingspecial features or considerationsConnectionstoflowswitches,tamperswitches,andfirealarmPoweranddataconnectionsforcomputerifenergymanagementcontrol
systemOrdinaryhazardsprinklersFloordrainsforreliefvalvesandcondensate,hosebibb,eyewashifwater
treatmentchemicalsinroomVerifywithTenantsanyspecialconnectionsforequipment
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4-3.11 InformationTechnology
4-3.11.1 ThisspaceauthorizationisrequiredtoprovideanIThubfortheOMS,withconnectiontypicallybacktothetrainingcenternetworkoperationscenter.Thismaybepartofatelephoneroom,andissometimeslocatedwithintheshopofficeinanout-of-the-waycorner.
4-3.11.2 DesignershouldcoordinatetheequipmentrequirementswiththeUSARInstallationandTenants.
4-3.11.3 SpaceDesignInformation
\3\Refer to Army Reserve IT Manual for IT spaces. The Army Reserve IT Manual is available at www.lrl.usace.army.mil/ed2/default.asp?mycategory=212./3/
\3\4-3.12 Custodial/Janitorial
4-3-12.1 Thisspacemaybecollocatedwithinthemaintenancebay/equipmentalcove.
4-3.12.2 SpaceDesignInformation:SeeSection4-2.23above./3/
4-4 UnHeAteD stoRAGe (UHs)
4-4.1 Anunheatedstoragebuildingisprovidedforstorageofequipmentandsuppliesthatdonotrequireacontrolledclimate.Thesebuildingsaretypicallysimplepre-engineeredmetalbuildings,butmaybedesignedtomatchotherbuildingsinthefacilityiftheprojectbudgetallows.Oneormorepersonneldoorsandoneormoreoverheaddoorsaretypical;thestandardoverheaddoorsizeis8ftby8ft(2450mmby2450mm.Thesebuildingsarenotconsideredwarehouses,andarenottypicallydesignedwithrecessedtruckdocks,ortoaccommodatematerialhandlingequipment.
4-4.2 Theinteriorspaceisalsotypicallyquitesimple:concretefloor,unfinishedwalls,service-levellightingandconvenienceduplexoutlets.Atelephonemaybeprovidedforcommunicationswiththeotherbuildings.Noofficesorotherspacesareincluded.\3\Providesufficeintinsulationundertheroofdecktopreventcondensationdrippingontheinteriorcontent./3/Normally,nosprinklers,plumbing,orHVACareprovided.\3\Designshouldprovidelouverstosupportnaturalconvectionandheatremovalfromthebuilding.PerUFC3-600-01sprinklersshallbeaddedifthebuildingisover5,000SF(465sqm)./3/
4-4.3 TheTenantsmaywishtodividethespacewithcagingtoprovidespaceforindividualunits,andmayalsowantindividualdoors.Storagecagesandshelvingmayalsoberequired,alongwithopenspaceforpalletizedstorage.
4-4.4 Thespaceallocationforunheatedstorageissometimesaddedtoanotherbuildingforfunctionalityreasons.Ifthisoccurs,thisspaceremainswithoutclimate
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control.Designersshouldbeawarethattheotherbuildingmayrequirefiresprinklers,andmustaddressseparationofthespacesaccordingly.
4-4.5 Ifapre-engineeredbuildingisused,provideapplicabledesignloadsandprepareperformancespecification.Structuraldesignwillincorporatedetailsandloadsfromanypalletracksystems.Specialconsiderationshouldbemadeforfrostprotectionincoldweathergeographicalareas.
4-5 AReA MAIntenAnCe sUPPoRt ACtIVItY (AMsA)
4-5.1 General
4-5.1.1 TheancillaryshopareasforAMSA,suchastheshopoffices,toolrooms,flammablestorage,batteryrooms,mechanicalrooms,custodialareasandworkbaysaresimilartothoseofOMSinfunctionalrequirements;therefore,refertotheOMSindividualspacecriteriainSection4-3abovefortheseAMSAspaces.
4-5.1.2 AnAMSA,duetoitsfull-timestaffandmaintenancemission,isalsoauthorizedspacesandequipmentnotfoundinanOMS.Theseadditionalspacesaredescribedbelow.
4-5.2 AMSAWorkbays
4-5.2.1 ThereisonemajordifferencebetweentheOMSandAMSA(orDS/GS)workbays:anAMSA(orDS/GS)isauthorizedacrane.Thecranetypicallycoversthemajorityofworkbays;itmaynotcoverthementirely,butcoversthebulkoftheworkspace.
4-5.2.2 Thetypicalcraneisa7.5ton(6.8metricton),single-girder,top-runningcrane,equippedwithalow-headroom,bottom-runningtrolleywithawireropehoist.Structuralcolumnswithasupportinghaunchmustbestrategicallyplacedtosupportthecranegirderandrail,whichsupportsthebridgecrane.Themaximumspanofthebridgecraneitselfwillbe60ft(18,000mm).Itisnoteconomicallyfeasibletospantheentire80ft(24,000mm)widthofthebuilding.VerifyclearhookheightrequiredwiththeTenants,basedontheequipmenttheyservice.\2\Notethatthisliftheightwillbelimitedtoamaximumof18ft(5,400mm)forthestandardstructuraleaveheightof24ft(7,200mm)./2/Someunitsservicingheavierequipmentmayrequireacranewithalargerliftingcapacity.
4-5.2.3 ThecranewillbeClassC,moderateserviceCMAADutyClassification.Providepushbuttonpendant\2\controlstationwithstrain-relieverchainorcablepermanentlyattachedtothehoistframeandintegralwithpendantconductorcable/2/.Minimumandmaximumspeeds:hoist15fpm(.076m/s)and25fpm(.127m/s);trolley45fpm(.229m/s)and75fpm(.381m/s);andbridge75fpm(.381m/s)and150fpm(.762m/s).Providewarninghornandlightwhencraneisinmotion,andwarningalarmandlightwhencranemalfunctionsorisoverloaded.\3\ Providepositioningsensorsonthebridgecranetoshutdowntheinfraredheaterswhenthecraneisdirectly
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underneaththeheater(s).Coordinatecontrolsystemstoallowotherinfraredheatersintheareatocompensateandmaintainproperheatinglevelsinthearea./3/
4-5.2.4 SpaceDesignInformation–seeOMSworkbays,Section4-3.9above.See4-3.9.4ifweldingisauthorized.
4-5.3 SmallArmsShopandVault
4-5.3.1 Theshopandvaultprovidespacefortherepairandstorageofsmallarmssuchasrifles,machineguns,grenadelaunchers,etc.Theshopshouldbelocatedadjacenttothearmsvaultwithaccesstothevaultthroughtheshop,similartothearmorer’sandarmsvaultspacesinatrainingcenter.
4-5.3.2 A110voltcontinuouspowerstripshouldbeprovidedovertheworkbenches.
4-5.3.3 ConstructionofthevaultmustbeincompliancewithAR190-11.SeeSection4-2.12foradditionalvaultdesigninformation.
4-5.3.4 SpaceDesignInformation:Refertoarmsvaultandarmorer’sroom,Sections4-2.12and4-2.13above.Provideairconditioning.
4-5.4 Supply
4-5.4.1 Thisspaceisprovidedforthestorage,receiptandissueofsparepartsforAMSAmaintenanceandoperations.Itisapartofthetoolsandpartsroom,butshouldbeseparatedfromthetoolsandpartswithstandardcaging.
4-5.4.2 SpaceDesignInformation:SameasOMStoolsandpartsstorage,Section4-3.3above.
Figure 4-41 Small Arms Repair Room with Arms Vault
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4-5.4.3 Asupplyofficemaybeprovidedadjacenttothesupplyspace.ThedesigncriteriaarethesameasthoseforanOMSofficespace,Section4-3.1above.
4-5.5 Electrical/CommunicationsRepair
4-5.5.1 Thisspaceisprovidedfortherepairandstorageofsupportedunits’communicationsequipment.
4-5.5.2 SpaceDesignInformation:Sameasarmorer’sroom,Section4-2.13above.Provideairconditioning,providecontinuous110Vpowerstripaboveworkbench,andprovidea28-voltDCpowerplugstripabovetheworkbenchfortestingequipmentafterrepairs.Providestatic-dissipativeVCTflooring.
4-5.6 Breakroom
4-5.6.1 Thisisamultipurposespaceforemployeerelaxationandmeals,andtoconductclassroomtrainingactivities.Itshouldbelocatedadjacenttothetoiletsandlockerrooms,andshouldincludeadrinkingfountain.
4-5.6.2 \1\SpaceDesignInformation:Sameastrainingcenterbreakarea,Section4-2.42aboveexceptuseplasticshellseatandbacksled-basestackingchairswithoutupholstery./1/
4-5.7 MaleandFemaleLockerRooms
4-5.7.1 Thesespaceswillbeusedbythefull-time,civilianmaintenancetechnicianstostorestreetclothingandtochange.Theyshouldbelocatedwiththebreakroomandtoilets.
4-5.7.2 OnelockerwillbeprovidedforeachauthorizedAMSAposition.Designershouldconsiderprovidingafewextralockersforeachsextoanticipatestaffturnover.Thelockersshouldbeheavy-dutysteelathletic-type,15inwideby18indeepby72intall(380mmwideby460mmdeepby1830mmtall).
Figure 4-42 Electric / Comm. Repair
Figure 4-43 Break Area
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4-5.7.3 SpaceDesignInformation:Sameastrainingcenterlockers,Section4-2.40above.
4-5.8 MaleandFemaleToiletsandShowers
4-5.8.1 Toiletsandshowersareprovidedfortheuseandconvenienceofthepersonnel,andshouldbelocatedwiththebreakroomandlockers.
4-5.8.2 SpaceDesignInformation:Sameastrainingcentertoiletsandshowers,Section4-2.38above.
4-5.9 BatteryRoom
4-5.9.1 Thisspaceisprovidedforservicing,charging,andstorageoflead-acidbatteries.ThedesignermayfindthattheTenantsnolongerserviceorchargebatteries,andsimplystorethemforshortperiodsbeforeexchangeorafterdelivery.UnlessotherwisedirectedbytheUsingService,theroomshouldbedesignedforfullbatteryoperations,incasethesituationchangesinthefuture.Ifthisspaceopensintotheworkbays,therequirementsofNFPA70Article511apply.
4-5.9.2 Batteryshelvingisprovidedundertheconstructioncontract,andistypicallyofredwood,cedarorfiberglass,alongthesideoftheroomoppositethedoor.Theshelvesareusuallytieredfromfronttoback,withthelowestshelfat(18in)460mmAFF.
4-5.9.3 Ahosebibbwillbeprovided.Nofloordrainwillbeprovided.Figure 4-44
Battery Room and Toilet4-5.9.4 \3\Provideanelectricalinterlocksystemforthebatteryroomexhaustfan/receptaclepowerwiringtoeliminatethepossibilityofanexplosioninthebatteryroomcausedbysomeonepluggingabatterychargerintoalivereceptacleinaroomfilledwithexplosivegas.Thesystemshallincludethefollowing:
-Lightswitchonoutsideofthebatteryroomshallenergizethelightsandexhaustfanintheroomsimultaneously.Thisswitchshallhaveapilotlighttobelitwhentheswitchisintheonposition.
-Withintheductfortheexhaustfanprovideasailswitchthatshallbeconnectedtothereceptaclepowerwiring.
-Interlockbatteryroomexhaustfansailswitchwithbatterychargerreceptaclestodeactivateandpreventcharginguponlossofairflow./3/
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4-5.9.5 Provideeyewash/delugeshowersinsideandoutsidethedoortotheroom.
4-5.9.6 SpaceDesignInformation
General/CodeSize–variesOccupancy–highhazardstorageOccupancycount–notoccupied;typically1personper300sf(27.9sqm)Architectural/InteriorsMinimumSTCrating–40Ceilingheight–Floor–sealedconcreteBase–noneWalls–paintedCMUCeiling–none,paintstructureTrim–noneLockset–storeroomMechanicalHeating–55degreesF(13C)Cooling–noneVentilation–explosionproofexhausttokeephydrogengasbelow5%
concentration;considerahoodabovebatterieselectricalLighting–20fc;explosion-proof,fluorescentfixturesonpilot-lightedswitch
outsideroomReceptacles–seespecialfeaturesbelowVoice/data–noneFurnitureWorkbenchwithlaminatetopandstoolprovideduponTenant’srequestequipmentBatteryshelvingspecial features or ConsiderationsContinuousmetalracewaywithduplexreceptaclesat24in(600mm)o.c.
abovebatteryracks;sailswitchconnectiontoventilationOrdinaryhazardsprinklers
4-6 DIReCt sUPPoRt/GeneRAL sUPPoRt (Ds/Gs)
4-6.1 Directsupportandgeneralsupport(DS/GS)maintenanceshopswillbebuiltonlyinsupportofaunitwhosemissionisDS/GSmaintenance.Thislevelofmaintenanceactivityrequiresmorespecializedrepair,calibrationequipment,andhighlyskilledrepairmen.Themissionsofspecificunitsvarywidely.Consequently,astandarddesignorevenafunctionalspacebreakdownhasnotbeendevelopedforDS/GSunits.
4-6.2 TheprojectdocumentswilldefinethespecificfunctionalareabreakdownandancillarysupportequipmentrequiredforeachDS/GSshopbuilding.TheTenantswill
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provideaprecisedefinitionconcerningthevariousmaintenancefunctionsoftheDS/GSshopandtheactualandperceivedrelationshipbetweenthevariousfunctions.Thefunctionalandphysicalrequirementsofthesupportfacilitiesmustbefullydefinedtoensurecorrectdesignandlayout.
4-6.3 DS/GSshopsarerarelybuiltseparatelyfromaUnitedStatesArmyReserveCenter(USARC);therefore,theywillnormallybebuiltasapartofanOMSorasanadditiontoanexistingOMS.Ifthefacility’ssitehassufficientarea,itmaybemorefunctionalandeconomicaltobuildaseparatestructure.
4-6.4 ThenatureoftheDS/GSshopoperationsrequirethatallspacebeexclusiveuse.Therefore,theDS/GSshopwillusuallyonlyshareacentralHVACunit,acommonwall,access/egressandtoiletfacilitieswiththeOMSorOMS/AMSA.
4-6.5 SupportfacilitiesforaDS/GSwillbedefinedintheprojectdocumentsforaspecificprojectandmayincludeasmallMEParea,outsidestorage,coveredstorageandanadjacentconcreteapronpadforlocationandoperationofmobilemaintenanceshoptrucksandvans.Thedesigncriteriaforstandardareassuchastheshopoffice,toolroom,batteryroom,flammablestorageandworkbaysarethesameasthosefortheOMS.Specialmaintenanceareas,suchastentrepair,sheetmetalshop,paintshop,weldingshop,etc.,willbeprovidedasrequiredbytheprojectdocuments.
4-7 DePLoYABLe MeDICAL sets (DePMeDs)
4-7.1 ADEPMEDSareaisanexteriorspaceallocatedforReserveunitswithDeployableMedicalSets:collapsiblestructuresusedtocreateamedicaltheaterinthefield.Formissionessentialequipmenttraining(MEET),anareaof40,000sf(3,720sqm)isauthorized.
4-7.2 TheDEPMEDSareaistypicallyprovidedwithanaggregatesurface,securityfencing,andexteriorlightingsimilartotheMEP.Thesecurityfenceshouldhavebothpersonnelandvehiclegates.Utilityprovisionstypicallyincludepower,water,stormwaterprovisionstodrainthearea,andagraywaterconnectiontoasanitarysewer.TheTenantswillprovideandinstallgroundingrodsfortheirequipmentasapartoftheirtraining.AlltheDEPMEDSequipmentisprovidedbytheTenants.
4-8 WAReHoUse
4-8.1 AnUSARwarehouse(WHS)isabuildingtoaccommodateaUSARunitwithafull-timesupplyfunctioninsupportofotherUSARunitsormaintenanceshops.Nostandarddesignorfunctionalspacebreakdownhasbeendevelopedforwarehouses,astheirsizeandspecificfunctionsandcapabilitiesmayvary.
4-8.2 Theprojectdocumentswilldefinethespecificfunctionalareabreakdownandancillarysupportequipmentrequiredforeachwarehouse.TheTenantswillprovidefurtherdefinitionconcerningthevariousstorageandsupplyfunctionsofthewarehouse,andtheactualandperceivedrelationshipbetweenthevariousfunctions.Thefunctional
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andphysicalrequirementsofthesupportfacilitiesmustbefullydefinedtoensurecorrectdesignandlayout.
4-8.3 Unlikeanunheatedstoragebuilding,awarehouseislikelytohaveraisedordepressedloadingdockswithtypicaldockaccessoriessuchasdocklevelers,dockbumpers,andseals.Thedockanddockdoorsshouldbesizedtoaccommodatethevehicleswhichwillutilizeit,aswellasmaterialhandlingequipment,iftheTenantshavesuchequipment.
4-8.4 Shelving,palletracking,andsimilarsystemsshouldbeprovidedtofittheTenant’sneeds.
4-8.5 AHands-on-TrainingWarehouse(HOTWHS)isfortrainingUSARunitstosupportongoingArmymissionsoractivities.Aswithawarehouse,thedesignermustworkwiththeTenantstodefinetheprogramfortheHOTWHS.
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APPenDIX A
ReFeRenCes
\2\ A-1 ReFeRenCes: Referenceslistedbelowwithoutdatesindicatethatthelatestversion/revisionwillbeused.Thefollowingreferencesaredirectlyreferencedinthisdesignguide:
GoVeRnMent PUBLICAtIons:
1. NonDepartmentofDefenseGovernmentAgency
ADAAG AmericanswithDisabilitiesActAccessibilityGuidelines-http://www.access-board.gov/
DCID6/9 18November2002-PhysicalSecurityStandardsforSensitiveCompartmentedInformationFacilities-http://www.dami.army.pentagon.mil/site/sso/regs.aspx
EO13123 ExecutiveOrder-GreeningtheGovernmentThroughEfficientEnergyManagement-http://www.archives.gov/
EPA-840-B-92-002 January1993-GuidanceSpecifyingManagementMeasuresforSourcesofNonpointPollutioninCoastalWaters-http://www.epa.gov/OWOW/NPS/MMGI/index.html
FederalSpecificationAA-V-2737 ModularVaultSystems-www.dsp.dla.mil
FederalSpecificationFF-L-2740 Locks,Combination-www.dsp.dla.mil
UFAS UniformFederalAccessibilityStandards(FED-STD-795)-www.dsp.dla.mil
2. DepartmentofDefense
UnIFIeD FACILItIes CRIteRIA(UFC)-http://www.wbdg.org/ccb/browse_cat.php?o=29&c=4
UFC1-200-01 GeneralBuildingRequirements
UFC1-110-03 Roofing
UFC3-120-01 AirForceSignStandard
UFC3-210-05FA LandscapeDesignandPlanningCriteria
UFC3-230-10A WaterSupply:WaterDistribution
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UFC3-310-01 StructuralLoadData
UFC3-310-02A StructuralDesignCriteriaforBuildings
UFC3-320-06A ConcreteFloorSlabsonGradeSubjectedtoHeavyLoads
UFC3-400-01 EnergyConservation
UFC3-400-02 Design:EngineeringWeatherData
UFC3-410-01FA Heating,VentilatingandAirConditioning
UFC3-420-01 PlumbingSystems
UFC3-420-02FA CompressedAir
UFC3-450-01 NoiseandVibrationControl
UFC3-600-01 FireProtectionEngineeringForFacilities
UFC4-010-01 DoDMinimumAntiterrorismStandardsforBuildings
UFC4-021-01 DesignandO&M:MassNotificationSystems
MILItARY HAnDBooK(MILHDBK)-www.hnd.usace.army.mil/techinfo/support.htm
MILHDBK1012/3 TelecommunicationsPremisesDistribution-Planning,Design,andEstimating
2.1 DepartmentoftheArmy
ARMY ReGULAtIons(AR)-www.usapa.army.mil/USAPA_PUB_search_P.asp
AR140-483 ArmyReserveLandandFacilitiesManagement
AR190-11 PhysicalSecurityofWeapons,AmmunitionandExplosives
AR190-13 TheArmyPhysicalSecurityProgram
AR190-16 PhysicalSecurity
ARPAM415-3 EconomicAnalysis:DescriptionandMethods
AR420-10 ManagementofInstallationDirectoratesofPublicWorks
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enGIneeR teCHnICAL LetteR(ETL)-www.hnd.usace.army.mil/techinfo/engpubs.htm
ETL1110-1-181 ProcurementofEnergyEfficientLiquidChillers
ETL1110-3-446 RevisionofThrustBlockCriteriainTM5-813-5/AFM88-10,Vol5,AppendixC--NoteTM5-813-5isnowUFC3-230-10AthisETLappliestotheUFC.
ETL1110-3-465 Design&ConstructionofWaterMeters&AppurtenancesatNewArmyFacilities
ETL1110-3-466 AlternativesforSecondaryTreatmentatCentralVehicleWashFacilities
ETL1110-3-481 ContainmentandDisposalofAqueousFilm-FormingFoam(AFFF)Solut�on
ETL1110-3-484 AircraftHangarFireProtectionSystems
ETL1110-3-485 FireProtectionforHelicopterHangars
teCHnICAL InstRUCtIon(TI)-www.hnd.usace.army.mil/techinfo/engpubs.htm
TI800-01 DesignCriteria
teCHnICAL MAnUALs (tM)-www.hnd.usace.army.mil/techinfo/engpubs.htm
TM5-810-6 NonindustrialGasPipingSystems
teCHnICAL BULLetIns(TB)
TB55-46-1 StandardCharacteristics(Dimensions,Weight,andCube)forTransportabilityofMilitaryVehiclesandOtherOutsize/OverweightEquipment(inTOElineitemnumbersequencewww.tea.army.mil/(Permissionrequiredfromwebsitetoviewpublications)
2.1.1HeadquartersUnitedStatesArmyCorpsofEngineers(USACE)
USACEArmyLEEDImplementationGuide”(https://eko.usace.army.mil/_kd/go.cfm?destination=)ShowItem&Item_ID=47308
2.1.2ArmyReserveSupportTeamDocumentswww.lrl.usace.army.mil/ed2/default.asp?mycategory=212
USARDesignProcessandSubmittalRequirements
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ArmyReserveITManual-InformationTechnologyDesignandConstructionGu�de
USARTailoredSpecificationsforSpecsIntact
USARTailoredSpecificationsforDesignBuildContracts
USARDesignBuildInstructionManual
2.1.3USACELouisvilleDistrictDocumentswww.lrl.usace.army.mil/ed2/default.asp?mycategory=212
LouisvilleDistrictTailoredSpecificationsforSpecsIntact
FireProtection/LifeSafetyCodeSubmittal
non-GoVeRnMent PUBLICAtIons:
1. AmericanSocietyofCivilEngineers(ASCE)1801AlexanderBellDriveReston,VA20191-4400Ph:703-295-6300-800-548-2723Fax:703-295-6222E-mail:[email protected]:http://www.asce.org
ASCE7 MinimumDesignLoadsforBuildingsandOtherStructures
2. AmericanSocietyofHeatingRefrigerationandAirConditioningEngineers(ASHRAE)Atlanta,GA30329Ph:800-527-4723or404-636-8400Fax:404-321-5478E-mail:[email protected]:http://www.ashrae.org
ASHRAE62.1 VentilationforAcceptableIndoorAirQuality
ASHRAE90.1 EnergyStandardforBuildingsExceptLow-RiseResidentialBuildings
ASHRAEHndbks FourVolumeSetincludingFundamentals,Refrigeration,HVACApplications,andHVACSystemsandEquipment
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3. InternationalCodeCouncil(ICC),Incorporated5203LeesburgPike,Suite708FallsChurchVirginia22041-3401Ph:703-931-4533Fax:703-379-1546E-mail:[email protected]:http://www.iccsafe.org
IBC InternationalBuildingCode
IPC InternationalPlumbingCode
4. IlluminatingEngineeringSociety(IES)120WallStreet,17thFloorNewYork,NY10005Ph:212-248-5000Fax:212-248-5017E-mail:[email protected]:http://www.iesna.org
IESLightingApplicationGuide
IESLightingReferenceGuide
5. NationalElectricalManufacturersAssociation(NEMA)1300North17thStreet,Suite1847Rosslyn,VA22209Ph:703-841-3200Fax:703-841-5900E-mail:[email protected]:http://www.nema.org
NEMAWD1 GeneralColorRequirementsforWiringDevices
6. NationalFireProtectionAssociation(NFPA)1BatterymarchParkQuincy,MA02169-7471Ph:617-770-3000Fax:617-770-0700E-mail:[email protected]:http://www.nfpa.org
NFPA10 PortableFireExtinguishers
NFPA13 InstallationofSprinklerSystems
NFPA30A CodeforMotorFuelDispensingFacilitiesandRepair
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Garage
NFPA51B FirePreventionDuringWelding,Cutting,andOtherHotWork
NFPA70 NationalElectricalCode(NEC)
NFPA72 NationalFireAlarmCode
NFPA96 VentilationControlandFireProtectionofCommercialCookingOperations
NFPA101 L�feSafetyCode
NFPA780 InstallationofLightningProtectionSystems
7. TelecommunicationsIndustryAssociation/ElectronicIndustriesAlliance(TIA/EIA)ElectronicIndustriesAlliance(EIA)2500WilsonBoulevardArlington,VA22201-3834Ph:703-907-7500Fax:703-907-7501Internet:http://www.eia.org
TIA/EIA-568-B CommercialBuildingTelecommunicationsCablingStandard
TIA/EIA-568-B.1 CommercialBuildingTelecommunicationsCablingStandard-Part1:GeneralRequirements
TIA/EIA-568-B.2 CommercialBuildingTelecommunicationsCablingStandard-Part2:BalancedTwistedPairCablingComponents
TIA/EIA-568-B.3 OpticalFiberCablingComponentsStandard
TIA/EIA-569-B CommercialBuildingStandardforTelecommunicationsPathwaysandSpaces
TIA/EIA-607 CommercialBuildingGroundingandBondingRequirementsforTelecommunications/2/INACTIV
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APPenDIX B
ACRonYMs AnD MILItARY RAnK DesIGnAtIons
B-1.1 TheArmyReservefrequentlyusesacronyms.Hereisalistofthosemostcommonlyused.Seewebsitehttp://www.dtic.mil/doctrine/jel/doddict
A/e Architect/engineeringAC AsphaltconcreteACsIM-oDR AssistantChiefofStaffforInstallationManagement-Operations
DivisionReserveACt AcousticalceilingtileADA-AG AmericanswithDisabilitiesAct-AccessibilityGuidelinesAFFF AqueousFilmFormingFoamAGCCs ArmyGlobalCommandControlSystemAMsA AreamaintenancesupportactivitiesAR ArmyRegulationORArmyReserveAsCe AmericanSocietyofCivilEngineersAsHRAe AmericanSocietyofHeating,RefrigeratingandAirConditioning
EngineersAt/FP Antiterrorism/ForceProtectionBIM BuildingInformationModelorBuildingInformationModelingBMAR BacklogofmaintenanceandrepairBMP BestmanagementpracticesBoD BeneficialoccupancydateBRAC BaseRealignmentandClosureCAC CommonAccessCardCAD Computer-aideddesignCAtV CableaccesstelevisionCCtV ClosedcircuittelevisionCCL ConstructioncostlimitCe-R CorpsofEngineersRegulationCFCI Contractor-furnished/contractor-installedCFM CubicFeetperMinuteCFR CodeofFederalRegulationsCK ContainerizedKitchenCMU ConcreteMasonryUnitCoe CorpsofEngineersCoMseC CommunicationsSecurityCt CurrenttransformerCWe CurrentworkingestimateDAAR-en DepartmentoftheArmy,ArmyReserveEngineeringDesign Agency CorpsofEngineersandsupportingarchitectural/engineeringfirmsDIA DefenseIntelligenceAgency
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B-1 ContInUeDD/B Design/buildD/B/B Design/bid/buildDCID DirectorofCentralIntelligenceDirectiveDDC DirectdigitalcontrolsDDG DistrictdesignguideDePMeD DeployablemedicalDoD DepartmentofDefenseDot DepartmentofTransportationDPW DepartmentofPublicWorksDRC DirectReportingCommandDs/Gs Directsupportandgeneralsupport(maintenanceshop)eA EnvironmentalassessmenteBs EnvironmentalbaselinesurveyeCs EquipmentconcentrationsiteorEntryControlSystemeF EntranceFacilityeFs EngineeringFeasibilityStudyePA EnvironmentalProtectionAgencyetL EngineeringtechnicalletterFeMA FederalEmergencyManagementAgencyFFR FullFacilityRestorationFonsI FindingofnosignificantimpactFPI FederalPrisonIndustriesFPM FeetperminuteGFCI Government-furnished/contractor-installedorGround-FaultCircuit
InterrupterGFGI Government-furnished/government-installedGsA GovernmentServiceAdministrationHID Highintensitydischarge(lighting)HVAC Heating,ventilating,andairconditioningIDs IntrusiondetectionsystemIes IlluminatingEngineeringSocietyI-P Inch-poundIt InformationtechnologyLAn LocalareanetworkLCC LifecyclecostLCD LiquidcrystaldisplayLeD LightemittingdiodeLeeD-nC LeadershipinEnergyandEnvironmentalDesignNewConstruction
andMajorRenovationsLP LumpsumLRL LouisvilleDistrict,CorpsofEngineersM&R MaintenanceandrepairM-CACes MilitaryComputer-AidedCostEstimatingSystem
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MCAR MilitaryConstructionArmyReserveMDs ModularDesignSystemMeP MilitaryequipmentparkingareaMILCon MilitaryConstructionMKt MobileKitchenTrailerMMCAR MinorMilitaryConstructionArmyReserveMos MilitaryoccupationalspecialtyMtoe ModificationTableofOrganizationandEquipmentnAsA NationalAeronauticsSpaceAdministrationnAVFAC U.S.NavalFacilitiesEngineeringCommandnBs NationalBureauofStandardsneC NationalElectricalCode-NFPA70neMA NationalElectricalManufacturingAssociationnFPA NationalFireProtectionAssociationnoC NetworkOperationsCenternPDes NationalPollutantDischargeEliminationSystemoCe OfficeoftheCorpsofEngineersoMAR OperationandMaintenanceArmyReserveoMs OrganizationalmaintenanceshopsoPA OtherProgramArmyosHA OccupationalSafetyandHealthAdministrationPA ProgrammedamountORProjectarchitectORPublicaddressPCC PortlandcementconcretePF ProtectionfactorPMo ProvostMarshalOfficePoV Privately-ownedvehiclesPRV PlantreplacementvaluePt PhysicaltrainingRCAs ReserveComponentAutomationSystemRePR RealEstatePlanningReportRFP RequestforproposalRPX RealPropertyExchangeRRC RegionalReadinessCommand(PrevioususednameforRSCpriorto
BRAC2005)RRsC RegionalReadinessSustainmentCommand(BRAC2005termfor
RSC)RsC RegionalSupportCommandRst ReserveSupportTeamsCIF SecurecompartmentedintelligencefacilitysF SquarefootsGML StandardGeneralizedMarkupLanguagesLDC SinglelinedigitalcontrolssMRs Standingseammetalroofsystems
B-1 ContInUeD
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sso SCIFSecurityOfficerstC SoundtransmissioncoefficientteR TelecommunicationsEquipmentRoomtB TechnicalBulletinstC TrainingcentertI TechnicalInstructiontM TechnicalmanualtR TelecommunicationsRoomUBC UniformBuildingCodeUFAs UniformFederalAccessibilityStandardsUFGs UnifiedFacilityGuideSpecificationsUFGs Rst UFGS-ReserveSupportTeamUnICoR FederalPrisonIndustryUsACe U.S.ArmyCorpsofEngineersUsAR UnitedStatesArmyReserveUsARC UnitedStatesArmyReserveCenterUsGBe U.S.GreenBuildingCouncilUsing service AssistantChiefofStaffforInstallationManagement-Operations
DivisionReserve (ACSIM-ODR)VAV VariableairvolumeVCt VinylcompositiontileWAn WideareanetworkWBs Workbreakdownstructure
\3\B-1.2 StaffDesignations-ThefollowingdesignationsareusedintheUnitedStatesArmedForcestodesignatedifferentstaffpositions:
G-1 DeputyChiefofStaffforPersonnelG-2 DeputyChiefofStaffforIntelligenceG-3 DeputyChiefofStaffforOperationsandPlansG-4 DeputyChiefofStaffforLogisticsG-5 CivilAffairsorPublicAffairsOfficerG-6 DirectorofInformationSystemsforCommand,Control,
Communications,andComputers(DISC4)G-7 JointOperationsStaffOfficerG-8 DeputyChiefofStaffforPrograms
The“G”designationisusedforArmyReserveHeadquarterlevelpositions.Atlowercommandlevelsthe“G”designationsarereplacedby“S”designations.
/3/
B-1 ContInUeD
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B-2 MILItARY RAnK DesIGnAtIons
B-2.1 Militaryrankisfrequentlyreferredtobypaygradedesignations;suchdesignationsarelistedbelowwiththeirapplicablerankinsignia\2\
oFFICeR RAnKsPay Grade name Abbreviation Insignia
O1Second
L�eutenant2LT
O2First
L�eutenant1LT
O3 Capta�n CPT
O4 Major MAJ
O5L�eutenant
ColonelLTC
O6 Colonel COL
O7BrigadierGeneral BG
O8 MajorGeneral MG
O9L�eutenantGeneral LTG
O10 General GEN
WARRAnt oFFICeR RAnKsPay Grade name Abbreviation Insignia
W1WarrantOfficer WO1
W2ChiefWarrant
Officer CW2
W3ChiefWarrant
Officer CW3
W4ChiefWarrant
Officer CW4
W5ChiefWarrant
Officer CW5
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enLIsteD RAnKsPay Grade name Abbreviation Insignia
E1 Private PV1 (NoInsignia)
E2 Private PV2
E3 PrivateFirstClass PFC
E4 Corporal/Specialist CPL/SPC / E5 Sergeant SGT
E6 StaffSergeant SSG
E7 SergeantFirstClass SFC
E8MasterSergeant/FirstSergeant MSG/1SG /
E9SergeantMajor/
CommandSergeantMajor
SGM/CSM / /2/
B-2 ContInUeD
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APPenDIX C
oMAR-FUnDeD IteMs
C-1 General
C-1.1 \1\OperationsandMaintenance,ArmyReserveorOMARfundingforfurnitureandcollateralequipmentassociatedwithnewlyconstructedArmyReservetrainingfacilitiesmustbeidentifiedwellinadvanceofprojectexecutionforbudgetarypurposes.Physicalfitnessequipmentwillbefundedatthesametimeasfurniture,asGovernmentfurnished/Government-installed(GFGI)equipment./1/
C-1.2 \1\MCARfundingingeneralappliestoitemspermanentlyattachedtothestructurewhichcannotberelocatedtootherfacilitiesforeasyreuse.Itemsthatcanbemovedandreusedwithrelativeeaseareconsideredcollateralequipmentand,assuch,willbeOMAR-funded.OMAR-fundingassociatedwithContractorFurnished/ContractorInstalled(CFCI)collateralequipment\3\mustcomplywiththe“Bona-FideNeedRule”.GenerallyspeakingOMARCFCIitemsmustbeinstalledwithin180daysofitemprocurement;thiswillrequireoptionitemswithlongbidacceptanceperiods.Certainitemssuchasthetelephoneserver/switch,metallockersandcaging(unitstorage,armsvaultandtooandpartsstorageareas)whichrequirealengthysubmittalprocessandthataremadetoordercanhavealongerdelaybetweenprocurementandinstallationthenitemsthatarejustplaced.InconsideringthetimerequiredforlongbidacceptancetheProjectDeliveryTeam(PDT)shouldconsiderawarddate,constructionduration,leadtimetoprocureitems,andsubmittalrequirements.Thebiddocuments(specificationsanddrawings)mustclearlydefinewhatisOMAR-fundedcollateralequipmentandwhichlineitemitwillbefundedunder.ThebidformshallalsonarrativelydefinewhatconstitutesOMARCollateralEquipmenttobefundedatorshortlyafterthetimeofawardandwhatistobeawardedwithinsixmonthsofBOD.Bona-fideNeedRuledoesapplytoBaseRealignmentandClosure(BRAC)projects./3/Thefurnitureandphysicalreadinessequipmentwillbefundedapproximatelysixmonthspriortobeneficialoccupancydate(BOD)asGovernmentFurnished/GovernmentInstalled(GFGI)items./1/
C-2 CFCIOMAR-FundedItems
C-2.1 \3\ CFCIOMARFundedItems-Fundedatorneartimeofconstructionaward •MetalLockers•Cagingforunitstorage,armsvault,andtoolandpartsstorageareas/3/
C-2.2 \3\CFCI“BonaFideNeed”OMARItems-AwardedwithinsixmonthsofBOD
C-2.2.1 KitchenEquipment•Silversoaksink•Warmingcabinet•Mixer•Mixerstand
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•WorkTables,Mobile•Hotfoodwell•Coldfoodwell•Slicer•Tablefoodpreparationwithpot&panrack•Canopener•Refrigerator•Freezer•Mobilesecurityrack•Shelving(Freestanding)•Traybussingracks,double•Coffeeurn•Dispenser,cupandglass•Dispenser,silverware/tray
C-2.2.2 ArmsVaultdehumidifier
C-2.2.3 Freestandingmetalshelvingincludedincagedstorageareas
C-2.2.4 Shelvingandpaletteracksinunheatedstorageareas
C-2.2.5 BreakRoomrefrigeratorsandmicrowaves
C-2.2.6 Fireextinguishersandwindowblinds
C-2.2.7 Exteriorash/trash/3/
C-3 \1\ GFGIOMAR-FundedItems,(FundedsixmonthspriortoBOD)
C-3.1 Allfurniture(pre-wiredpanel-basedsystemsfurniture,metaldesk-basedfurniture,seating,andfreestandingfurnituresuchascasegoods,filingcabinets,trashbins,etc.,willrequireseparatedesignandpricingbreakoutbyphase,ifapplicable,inallprojectsubmittals)
C-3.2 Physicalfitnessequipment(partofthefurnituredesignandpricing)/1/
C-3.3 \3\Telephoneserver/switchandtelephonehandsets(Note:conduit,cableling,trays,andracksareCFCIMCARfunded).Telephoneserver/switchandtelephonehandsetsarefundedunderOMARfundingandcoordinatedbyArmyreserveG-2/G-6.CoordinationwithArmyReserveG-2/G-6toensuretheprojectisintheReserveComponentAutomationsystem(RCAS)programwillhavetobemadebytheProjectManager.
C-4 Updates:ChecktheArmyReserveCustomerWebSiteforpossibleupdatesatwww.lrl.usace.army.mil/ed2/default.asp?mycategory=212./3/
C-2 ContInUeD
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APPenDIX D
sAMPLe 1390, 1391, AnD 5034R - FUnC-tIonAL sPACe DetAIL
5. FREQUENCY AND TYPE UTILIZATION
2Reservist - nights/weekweekends/month1
5Full-Time Personnel - days/week
6. OTHER ACTIVE.GUARD/RESERVE INSTALLATIONS WITHIN 15 MILE RADIUS
7. PROJECTS REQUESTED IN THIS PROGRAM
SCOPECOST($000)
(DESIGN STATUS)CATEGORYCODE PROJECT TITLE START COMPLETE
171 AR Center/OMS/AMSA/Unh Strg 5,630 N/A N/A0 SF
8. STATE RESERVE FORCES FACILITIES BOARD RECOMMENDATION
05 Oct 2000Facilities identified in item 6 have been examined by the(Date)Joint Service Reserve Component Facility Board for possible
joint use/expansion. The board recommendsunilateral construction.
9. LAND ACQUISITION REQUIRED
None 0(Number of Acres)
10. PROJECTS PLANNED IN NEXT FOUR YEARS FISCALYEAR
COST($000)
None
1. COMPONENT 2. DATEFY 2002 GUARD AnD ReseRVeMILItARY ConstRUCtIonAR Jul 01
4. AREA CONSTRCOST INDEX
3. INSTALLATION AND LOCATION
Eldridge-Harrington USARC,Conway, AR 0.87
DD Form 1390s/1, MAY 78 Page 1 of 2
D sample 1390
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29 Apr 200511. PERSONNEL STRENGTH AS OF
PERMANENT GUARD/RESTOTAL OFFICER ENLISTED CIVILIAN TOTAL OFFICER ENLISTED
AUTHORIZED 6 0 4 2 107 5 102ACTUAL 6 0 4 2 66 3 63
12. RESERVE UNIT DATA
ASGD/AUTH 62% STRENGTH
UNIT DESIGNATION AUTHORIZED ACTUAL
66107489 EN BN CO B (CBT COR
Totals 107 66
13. MAJOR EQUIPMENT AND AIRCRAFT
AUTHORIZED ACTUALTYPE
Wheeled Vehicles 20 12
23Trailers 14
19Tracked Vehicles 12
Totals 62 38
14. OUTSTANDING POLLUTION AND SAFETY DEFICIENCIES
($000)Air Pollution 0Water Pollution 0Safety and Occupational Health 0
1. COMPONENT 2. DATEFY 2002 GUARD AnD ReseRVeMILItARY ConstRUCtIonAR Jul 01
4. AREA CONSTRCOST INDEX
3. INSTALLATION AND LOCATION
Eldridge-Harrington USARC,Conway, AR 0.87
DD Form 1390s/2, MAY 78 PageReplaces DD Form 1390S, DEC 76, WHICH IS OBSOLETE 2 of 2
D sample 1390 Continued
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D sample 1391
9. COST ESTIMATES
ITEM U/M QUANTITY UNIT COSTCOST($000)
PRIMARY FACILITIES:
Training Building (22,617 SF)Maintenance Building (5,454 SF)Unheated Storage (536 SF)LandAntiterrorism/Force Protection
SUPPORTING FACILITIES:Site ImprovementInformation SystemsParking Area (6,751 SY)Fencing (700 LF)Antiterrorism/Force ProtectionUtilities
TOTAL CONSTRUCTION COST
(5.0%)Contingencies(5.7%)Supervision and Administration
TOTAL PROJECT COST
Equipment Funded Other Appropriations
SFSFSFACLS
LS
LS
SY
LF
LS
LS
22,617
5,454
536
10
-
-
-
6,751
700
-
-
102.08
108.19
67.66
83,200.00
-
-
-
32.58
20.05
-
-
(Non-Add)
3798
2309)(591)(37)(
832)(29)(
1274
681)(175)(220)(15)(8)(
175)(
5072254
304
5630
685)(
10. DESCRIPTION OF PROPOSED CONSTRUCTION
Construct a 100-member U.S. Army Reserve Training Center (USARC), anUnheated Storage Building, and a two-workbay Area Maintenance SupportActivity (AMSA)/Organizational Maintenance Shop (OMS). Buildings willbe of permanent construction with reinforced concrete foundations,concrete floor slabs, structural steel frames, masonry veneer walls,standing seam metal roof, HVAC systems, plumbing, mecahnical systems,security systems, and electrical systems. Supporting facilitiesinclude land clearing, paving, fencing, general site improvements, andextension of utilities to serve projects. Force protection (physicalsecurity) measures will be incorporated into design including maximumstandoff distance from roads, parking areas, and vehicle unloadingareas; berms, heavy landscaping, and bollards to prevent access whenstandoff distance cannot be maintained.AIR CONDITIONING: 211 kws (55 Tons)
1. COMPONENTFY 2002 MILItARY ConstRUCtIon PRoJeCt DAtA
2. DATE
Jul 01AR
3. INSTALLATION AND LOCATION 4. PROJECT TITLE
Eldridge-Harrington USARCAR Center/OMS/AMSA/Unh StrgConway,AR
6. CATEGORY CODE 7. PROJECT NUMBER 8. PROJECT COST ($000)5. PROGRAM ELEMENT
171 CAR 02-10317 5,6300532292A
DD FORM1 DEC 76
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D sample 1391 Continued
0 SF 0 SF 0 SF11. REQUIREMENT: Adequate: Substandard:
PROJECT: Construct a 100-member U.S. Army Reserve Training Center(USARC), an Unheated Storage Building, and a two-workbay AreaMaintenance Support Activity (AMSA)/Organizational Maintenance Shop(OMS). (Current Mission)
REQUIREMENT: This project will provide facilities necessary to conductand support training of the reserve components by replacing theexisting government-owned 1959 vintage facility located on leased land.This project includes construction of a 100-member training facilitywith administrative areas, classrooms, library, learning center,assembly hall, arms vault, and unit storage functions for one FSP Tier1A Engineer Unit. The construction of the OMS shop consists of twoworkbays and maintenance administrative areas to support 3 fulltimemechanics and 1 maintenance administrative personnel. The project willalso provide adequate parking space for all military and privately ownedvehicles.
CURRENT SITUATION: The Eldridge-Harrington USARC, constructed in 1959,consists of a government-owned 12,189 square feet training building,and a 3,050 square feet maintenance building located on a three acrenominal land lease from the Board of Trustees of the Arkansas StateTeachers College, now the University of Central Arkansas, that expiresin 2056. One Engineer Company and an AMSA Sub-Shop occupy thefacility. The current utilization rate is 168% for the trainingbuilding and 135% for the maintenance building. The site is completelyenclosed by the University campus prohibiting future expansion.
IMPACT IF NOT PROVIDED: The Engineer Company would continue to trainin their current facilities. The operation of engineer equipmentdisrupts the surrounding University resulting in negative communityimpact. The overcrowded existing facilities do hamper in the trainingand readiness of the unit.
ADDITIONAL: This project was coordinated with the 90th RegionalSupport Command physical security plan and no forceprotection/combating terrorism measures other than those required byregulations and design guides for protecting Federal property areincluded.
JOINT USE CERTIFICATION: The Deputy Assistant Secretary of the Army(Installations and Housing) certifies that this project has beenconsidered for joint use potential. This facility will be available foruse by other components.
1. COMPONENTFY 2002 MILItARY ConstRUCtIon PRoJeCt DAtA
2. DATE
Jul 01AR
3. INSTALLATION AND LOCATION
Eldridge-Harrington USARCConway,AR
4. PROJECT TITLE 5. PROJECT NUMBER
CAR 02-10317AR Center/OMS/AMSA/Unh Strg
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12. SUPPLEMENTAL DATA
12. SUPPLEMENTAL DATA:a. Estimated design data:
(1) Status:(a) Date Design Started............................. /(b) Percent Complete as of ........... %(c) Date Design 35% Complete........................ /(d) Date Design Complete............................ /(e) Parametric Cost Estimating Used to Develop Cost. No(f) An energy study and life cycle cost analysis will
be documented during the final design.(g) Type of Design Contract..........
(2) Basis:(a) Standard or Definitive Design................... No(b) Where Design Was Most Recently Used... N/A
(3) Total Cost (c) = (a) + (b) or (d) + (e) : ($000)(a) Production of Plans and Specifications.......... 0(b) All Other Design Costs.......................... 0(c) Total........................................... 0(d) Contract........................................ 0(e) In-house........................................ 0
(4) Construction Award.................................... /(5) Construction Start.................................... /(6) Construction Completion............................... /
b. Equipment associated with this project which will be provided fromother appropriations:
Fiscal YearAppropriated or
RequestedEquipment
NomenclatureProcuring
AppropriationCost
($000)
Furniture OMAR 2003 188Shelving OMAR 2002 111Fitness Equipment OMAR 2003 50Wire Partitions OMAR 2002 128Dehumidifier OMAR 2003 1IT SPT Equipment OMAR 2003 157Lockers OMAR 2002 50
685Total:
1. COMPONENTFY 2002 MILItARY ConstRUCtIon PRoJeCt DAtA
2. DATE
Jul 01AR
3. INSTALLATION AND LOCATION
Eldridge-Harrington USARCConway,AR
4. PROJECT TITLE 5. PROJECT NUMBER
CAR 02-10317AR Center/OMS/AMSA/Unh Strg
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171 - training Building
Authorized Approved Existing Memo
I. 171 - Training Buildings
A. Administrative Areas 2,971 3,131 0
(1) Full T�me Office Space 360 360 0 X
(2) Un�t Exclusive Space 270 270 0 X
(3) Un�t Common-Use Space 1,311 1,311 0 X
(4) Retent�on Office 250 250 0 X
(5) Fam�ly Support Office 0 0 0
(6) Adm�n. Support Areas 300 460 0
(a) General 180 180 0 X
(b) Network OPS Center 120 280 0 X
(c) Campus Center IT Closet 0 0 0
(7) Lobby Area 480 480 0 X
B. Assembly Area 3,300 3,300 0
(1) Assembly Areas 3,000 3,000 0 X
(2) Chair and Table Storage 300 300 0 X
C. Kitchen - STD. Design 0 0 0
D. Weapons Area 540 540 0
(1) Arms Vault 440 440 0 X
(2) Armorer Work Area 100 100 0 X
E. Educational Areas 1,730 1,730 0
(1) Classrooms 900 900 0 X
(2) Library Read�ng Room 300 300 0 X
(3) Library Storage 90 90 0 X
(4) Learning Center 150 150 0 X
(5) Training Aids Storage 90 90 0 X
(6) COMSEC Training 100 100 0 X
(7) COMSEC Storage 100 100 0 X
(8) USARF Instruction Room 0 0 0
(9) USARF Publication Storage 0 0 0
F. Storage Areas 3,157 3,157 0
(1) Unit/Individual Equipment Storage 1,988 1,988 0 X
(2) Stag�ng Area 199 199 0 X
(3) Supply Office 120 120 0 X
(4) Janitorial Storage 50 50 0 X
(5) Flammable Storage 0 0 0
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
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171 - training Building
Authorized Approved Existing Memo
(6) Controlled Waste Storage 0 0 0
(7) Facility Maintenance/Storage Area 800 800 0 X
G. Special Training Areas 1,100 2,525 0
(1) Weapons Simulator Room 0 0 0
(2) Photo Lab 0 0 0
(3) Band Room 0 0 0
(4) Medical Section Area 0 0 0
(5) Physical Exam W�ng 0 0 0
(6) SCIF 0 0 0
(7) So�l Testing Lab 0 0 0
(8) G. O. Conference 0 0 0
(9) Drafting Room 0 0 0
(10) Physical Readiness Area 1,100 1,100 0 X
(11) AGCCS 0 0 0
(12) Distant Learning Center 0 0 0
(13) Fam�ly Support 0 200 0 X
(14) Weapons S�mulat 0 1,225 0 X
(15) 0 0 0
(16) 0 0 0
H. Support Area 3,493 3,635 0
(1) Mens Toilets & Showers 350 350 0 X
(2) Womens Toilets & Showers 225 225 0 X
(3) Locker Room 1,100 1,100 0 X
(4) Vend�ng Alcove 48 48 0
(5) Break Area 218 218 0 X
(6) Electrical Space 100 100 0 X
(7) Demarcation Telephone Space 100 100 0 X
(8) Mechanical Room 1,352 1,494 0 X
Total Center Net Training Area 16,291 18,018 0
Circulation Allowance (15% or 22%) 2,444 02,714
Structural Allowance (10% of Net SF) 1,630 1,810 0
Total Center Gross Area 20,365 22,542 22,604
Outgranted Area 0
Total Center Available Gross Area 22,604
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
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171 - training BuildingIA1 Full T�me Office Space -
ADMINISTRATIVE AREA, FULL TIME:WRKCB0 is authorized three full t�me personnel with administrative duties.
3 FTS x 11.14 SM (360 SF) = 33.4 SM (360 SF)
IA2 Un�t Exclusive Space -ADMINISTRATIVE AREA, UNIT EXCLUSIVE:
WRKCB0: 1 CDR<06 x 13.9 SM (150 SF) = 13.9 SM (150 SF)1 1SG x 11.14 SM (120 SF) = 11.14 SM (120 SF)
TOTAL = 25.1 SM (270 SF)
IA3 Un�t Common-Use Space -ADMINISTRATIVE AREA, UNIT COMMON:
Un�t requires 19 un�t common spaces.19 Un�t Common x 5.57 SM (60 SF) x 1.15 (Circulation) = 121.8 SM (1,311 SF)
IA4 Retent�on Office -ADMINISTRATIVE AREA, RETENTION:
Normal authorization is 23.2 SM (250 SF). Retent�on Office should be located nearthe ma�n entrance to the facility.
IA6a General -ADMIN SUPPORT, GENERAL:
ALLOWANCE IS BASED ON THE TOTAL AUTHORIZED DRILLING STRENGTHOF THE LARGEST DRILL WEEKEND. SIXTY SQUARE FEET IS AUTHORIZEDFOR EACH INCREMENT OR PORTION THEREOF OF 50 MEMBERS. SPACE ISPROVIDED FOR COPIER, FAX, AND MAIL OPERATIONS. SHOULD BELOCATED NEAR ADMINISTRATIVE AREAS.
LARGEST DRILL WEEKEND HAS 107 SOLDIERS.
109 SOLDIERS/50 = 2.18=> 3 x 5.57 SM (60 SF) = 16.7 SM (180 SF)
IA6b Network OPS Center -ADMIN SUPPORT, RCAS:
References:
a. Memorandum, HQ USARC, AFRC-CIS-I, 22 July 1999, Subject: InformationTechnology (IT) Requirements for Military Construction Army Reserve.
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b. Memorandum, OCAR, DAAR-EN, 27 October 1999, Subject: InformationTechnology Requirements �n Design and Construction.
IT services provided on-site will include:Voice Communications (Telephone)Logistics, and other, STAMIS Applications
Within the 1-4 FTUS site, all IT support equipment will be rack-mounted �n climatecontrolled facilities as IT Support Facilities. Recommended square footage for 1-4FTUS IT Support Facilities are:
Network Operations Center (NOC) 14.9 SM (160 SF)Electrical Closet 11.1 SM (120 SF)
TOTAL 26.0 SM (280 SF)
The Electrical Closet here is �n add�t�on to the normal authorization �n Section H.(8).
Design and construction should comply with Reference a.IA7 Lobby Area -
LOBBY AREA::
Normal authorization is 44.6 SM (480 SF).
IB1 Assembly Areas -ASSEMBLY AREA: PROVIDES SPACE FOR TROOP FORMATIONS,PERSONNEL ASSEMBLIES, FOOD SERVICE AND LARGE GROUP ASSEMBLIESFOR INSTRUCTIONAL TRAINING.
LOCATE ADJACENT TO THE UNIT SUPPLY, CHAIR AND TABLE STORAGE,AND CLASSROOM AREAS.
PROVIDE 10' MINIMUM CEILING HEIGHT IN THE ASSEMBLY AREA TOSUPPORT CLASSROOM TYPE TRAINING AND ASSEMBLY/DININGREQUIREMENTS OF THE UNITS ASSIGNED TO THE CENTER. THE ASSEMBLYAREA MAY HAVE A MOVEABLE PARTITION TO SUBDIVIDE THE ROOM INTOEQUALLY SIZED ASSEMBLY AREAS.
IB2 Chair and Table Storage -CHAIR & TABLE STORAGE: LOCATE ADJACENT TO THE ASSEMBLY AREA.
ID1 Arms Vault -VAULT: VAULT SHOULD BE PROVIDED WITH ELECTRICAL AND PLUMBINGFOR A DEHUMIDIFIER. LOCATE ADJACENT TO THE STAGING AREA WITHENTRANCE TO THE VAULT THROUGH THE ARMORER AREA.
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171 - training BuildingID2 Armorer Work Area -
ARMORER: SHOULD BE PROVIDED WITH ENTRANCE TO VAULT THROUGHTHIS 9.3 SM (100 SF) AREA AND ADJACENT TO STAGING AREA.
IE1 Classrooms -EDUCATIONAL AREAS, CLASSROOMS:
CLASSROOMS ARE AUTHORIZED BASED ON THE TOTAL AUTHORIZEDDRILLING STRENGTH OF THE LARGEST DRILL WEEKEND.
109 SOLDIERS/50 = 2.18 -> 3.0 X 27.9 SM (300 SF) = 83.7 SM (900 SF) ISAUTHORIZED FOR CLASSROOMS.
PROVIDE ONE 83.7 SM (900 SF) CLASSROOM WITH MOVEABLE PARTITIONTO SUBDIVIDE THE CLASSROOM INTO THREE 300 SF CLASSROOMS FORSMALLER GROUPS. PROVIDE HALLWAY ACCESS TO ALL CLASSROOMS.LOCATE THE CLASSROOMS NEAR AN OUTSIDE ENTRANCE FOR EASY ACCESSWITHOUT GOING THROUGH THE ADMINISTRATIVE AREA.
IE2 Library Read�ng Room -EDUCATIONAL AREAS, LIBRARY READING ROOM:
ALLOWANCE IS BASED ON THE TOTAL AUTHORIZED DRILLING STRENGTHOF THE LARGEST DRILL WEEKEND.
THE MINIMUM AUTHORIZED SPACE IS 27.9 SM (300 SF).
THE LIBRARY READING ROOM SHALL BE DESIGNED TO ACCOMMODATEREADING/STUDY OR CLASSROOM/CONFERENCE ACTIVITIES. LAYOUT OFTHE LIBRARY READING ROOM, LEARNING CENTER, AND LIBRARYSTORAGE/REFERENCE ROOM SHALL BE SIMILAR TO THAT SHOWN ON PAGE35 OF THE DESIGN GUIDE FOR U.S. ARMY RESERVE FACILITIES. LOCATEADJACENT TO THE LIBRARY STORAGE, LEARNING CENTER, AND TRAININGAID STORAGE AREAS.
IE3 Library Storage -EDUCATIONAL AREAS, LIBRARY STORAGE:
ALLOWANCE IS 10% OF TOTAL CLASSROOM SPACE.
83.6 SM (900 SF) X 10% = 8.4 SM (90 SF)
PROVIDE SHELVING TO STORE BOOKS, MANUALS, VIDEO TAPES, ANDEIGHT-INCH TECH TAPES IN THE LIBRARY STORAGE ROOM. LOCATEADJACENT TO THE LEARNING CENTER, LIBRARY READING ROOM, ANDTRAINING AID STORAGE AREAS.
Project Number 10317:Project T�tle : AR Center/OMS/AMSA/Unh StrgDate : Jun 30, 2005
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171 - training BuildingIE4 Learning Center -
EDUCATIONAL AREAS, LEARNING CENTER:
ALLOWANCE IS BASED ON THE TOTAL AUTHORIZED DRILLING STRENGTHOF THE LARGEST DRILL WEEKEND.
109 SOLDIERS/50 = 2.18=> 3 x 4.64 SM (50 SF) = 13.9 SM (150 SF)
PROVIDE DUPLEX ELECTRICAL OUTLETS AT FOUR FOOT INTERVALSALONG THE WALLS FOR OPERATION OF CARRELS WITH COMPUTERCONNECTIONS IN THE LEARNING CENTER. USE ONLY SINGLE, NOTDOUBLE, CARRELS IN THE FURNITURE DESIGN. LOCATE NEAR THE LIBRARYREADING ROOM, LIBRARY STORAGE, AND TRAINING AID STORAGE AREAS.
IE5 Training Aids Storage -EDUCATIONAL AREAS, TRAINING AIDS STORAGE:
ALLOWANCE IS 10% OF TOTAL CLASSROOM SPACE.
83.6 SM (900 SF) X 10% = 8.4 SM (90 SF)
PROVIDE SHELVING IN THE TRAINING AIDS STORAGE ROOM. LOCATEADJACENT TO THE CLASSROOMS.
IE6 COMSEC Training -COMSEC TRAINING: PROVIDE ONE 9.3 SM (100 SF) AREAS LOCATEDADJACENT TO THE COMSEC STORAGE FOR THE UNIT AUTHORIZED.
IE7 COMSEC Storage -COMSEC STORAGE: PROVIDE ONE 9.3 SM (100 SF) AREAS LOCATEDADJACENT TO THE COMSEC STORAGE FOR THE UNIT AUTHORIZED.
IF1 Unit/Individual Equipment Storage -UNIT/INDIVIDUAL EQUIPMENT STORAGE:
SUBDIVIDE INTO 2.4-METER BY 3.7-METER (8-FOOT BY 12-FOOT) CAGESCONSTRUCTED OF WOVEN WELDED WIRE FABRIC. CAGING SHOULD BEINSTALLED FROM FLOOR TO THE ROOF DECK OR FLOOR SLAB ABOVE. AISLESAND VESTIBULES BETWEEN THE CAGED AREAS SHOULD BE KEPT TO AMINIMUM.
18 CAGES @ 8.92 SM (96 SF) = 161 SM (1728 SF)CIRCULATION @ 15% = 24 SM ( 260 SF)
TOTAL = 185 SM (1988 SF)
IF2 Stag�ng Area -STAGING AREA: Area will be 10% of the total individual storage area authorized.
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171 - training BuildingStag�ng area should have an exterior double door and adjacent to the supply office.
IF3 Supply Office -SUPPLY OFFICE:
One office of 11.15 SM (120 SF) is authorized for the fullt�me supply persont. Theoffice should be located adjacent to the staging area and un�t supply storage area.
IF4 Janitorial Storage -STORAGE AREAS, JANITORIAL STORAGE:
AUTHORIZED ALLOWANCE IS 4.6 SM (50 SF) FOR STORAGE OF JANITORIALSUPPLIES AND EQUIPMENT.
IF7 Facility Maintenance/Storage Area -STORAGE AREAS, FACILITY MAINTENANCE:
THE AUTHORIZED SIZE FOR THE FACILITY MAINTENANCE AREA IS 74.3 SM(800 SF).
IG10 Physical Readiness Area -SPECIAL TRAINING AREAS, PHYSICAL READINESS AREA:
ALLOWANCE IS BASED ON THE TOTAL AUTHORIZED DRILLING STRENGTHOF THE LARGEST DRILL WEEKEND.
107 SOLDIERS/10 = 10.7=> 11 X 9.29 SM (100 SF) = 102.2 SM (1100 SF)
A NEW PHYSICAL READINESS AREA NEAR THE NEW LOCKER ROOMSHOULD BE CONSTRUCTED. THE EXISTING PHYSICAL READINESS AREACANNOT BE EXPANDED DUE TO BUILDING CONFIGURATION AND SHOULD BEREMODELED AS THE BREAK ROOM AFTER CONSTRUCTION OF THE ADDITION.
IG13 -Special Training Areas, Fam�ly Support:
References:
a. Memorandum, USARC, DAAR-EN, 14 September 2000, Subject: Interim Change,AR 140-483, Army Reserve Land and Facilities Management
A fam�ly support office of 200 square feet (18.58 square meters) is authorized for allcenters for use of all units on their respective drill weekends, regardless of un�t strength.
IG14 -Special Training Areas, Weapons Simulator Room:
Project Number 10317:Project T�tle : AR Center/OMS/AMSA/Unh StrgDate : Jun 30, 2005
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A weapons simulator room is authorized based on the Engagement Skills Trainer(EST) Ma�n S�mulat�on Un�t (MSU) configuration issued to a facility. The EST 5-laneTrainer is authorized area of 113.8 square meters (1225 square feet).
IH1 Mens Toilets & Showers -SUPPORT AREA, MEN'S TOILETS AND SHOWERS:
ALLOWANCE IS BASED ON 90% OF THE NUMBER OF PERSONNEL INATTENDANCE DURING THE LARGEST DRILL WEEKEND.
16 SOLDIERS X 90% = 15 MEMBERS
FIRST INCREMENT OF 100 = 32.5 SM (350 SF)TOTAL SPACE AUTHORIZED FOR MEN'S TOILETS AND SHOWERS = 32.5
SM (350 SF)
THE TOILET AND SHOWER WILL BE DESIGNED AND CONSTRUCTEDHANDICAP ACCESSIBLE.
IH2 Womens Toilets & Showers -SUPPORT AREA, WOMEN'S TOILETS AND SHOWERS:
ALLOWANCE IS BASED ON 30% OF THE NUMBER OF PERSONNEL INATTENDANCE DURING THE LARGEST DRILL WEEKEND.
16 SOLDIERS X 30% = 5 MEMBERS
FIRST INCREMENT OF 100 = 20.9 SM (225 SF)TOTAL AUTHORIZED FOR THE WOMEN'S TOILET AND SHOWERS = 20.9 SM(225 SF)
THE TOILET AND SHOWER WILL BE DESIGNED AND CONSTRUCTEDHANDICAP ACCESSIBLE.
IH3 Locker Room -SUPPORT AREA, LOCKER ROOM:
PROVIDE LOCKER ROOM FOR THE RESERVE UNITS. THE LOCKER ROOMSHOULD BE LOCATED ADJACENT TO THE LATRINE FACILITIES.
ALLOWANCE IS BASED ON THE TOTAL AUTHORIZED DRILLING STRENGTHOF THE LARGEST DRILL WEEKEND.
107 SOLDIERS/10 = 10.7=> 11 X 9.29 SM (100 SF) = 102.2 SM (1100 SF)
IH5 Break Area -SUPPORT AREA, BREAK ROOM:
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AUTHORIZED A 20.3 SM (218 SF) BREAK KITCHEN FOR THE FULL TIME STAFF
IH6 Electrical Space -SUPPORT AREA, ELECTRICAL:
AUTHORIZED SPACE IS NOMINAL. PROVIDE SPACE REQUIRED TOACCOMMODATE NECESSARY EQUIPMENT.
IH7 Demarcation Telephone Space -SUPPORT AREA, TELEPHONE:
AUTHORIZED SPACE IS NOMINAL. PROVIDE SPACE REQUIRED TOACCOMMODATE THE TELEPHONE EQUIPMENT. PROVIDE CLIMATE CONTROL(AC AND HEAT).
IH8 Mechanical Room -SUPPORT AREA, MECHANICAL:
ALLOWANCE IS 9% OF TOTAL APPROVED ALLOWANCES FOR A THROUGHH EXCLUDING H.(7).
AUTHORIZED SPACE IS NOMINAL. PROVIDE MECHANICAL ROOM SPACEAS REQUIRED BY THE EQUIPMENT USED TO HEAT AND COOL THE BUILDINGALONG WITH OTHER NEEDED OR REQUIRED EQUIPMENT.
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214 - Maintenance - tank and Automotive
Authorized Approved Existing Memo
V. 214 - Maintenance - Tank and Automotive
746 866 0A. Organizational Maintenance Shop (OMS)
120 120 0 X(1) Shop Office
192 192 0 X(2) Tool & Parts Room
192 192 0 X(3) Storage Room
50 50 0 X(4) Flammable Storage
192 192 0(5) Controlled Waste Storage
0 120 0 X(6) REF MANUAL STOR
0 0 0(7)
0 966 0B. Area Maintenance Support (AMSA)
0 240 0 X(1) Shop Office
0 100 0 X(2) Locker Room
0 0 0 X(3) Class Room/Break Area
0 192 0 X(4) Tool Room
0 192 0 X(5) Parts Room
0 0 0(6) Library
0 0 0(7) Battery Room
0 0 0(8) Commo/Electronics Shop
0 0 0(9) Instrument Repair
0 0 0(10) Small Arms Repair
0 0 0(11) Small Arms Vault
0 50 0 X(12) Flammable Storage
0 192 0 X(13) Controlled Waste Storage
0 0 0(14)
0 0 0(15)
0 0 0C. DS/GS Maintenance Shop Special Areas
Max�mum Authorized = 5,250 SF/488 m2
0 0 0(1)
0 0 0(2)
0 0 0(3)
0 0 0(4)
0 0 0(5)
0 0 0(6)
2,423 3,001 0D. Jo�nt Maintenance Areas (OMS/AMSA)
2,240 2,240 0 X(1) Work Bays
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
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183 281 0(2) Mechanical/Custodial
0 0 0(3) ARNET/IT Closet
0 0 0(4) Equipment Alcove
0 0 0(5) Mens Toilets & Showers
0 0 0(6) Womens Toilets & Showers
0 280 0 X(7) IT CLOSET
0 200 0(8) Equipment Aclov
Total Shop Net Area 3,169 4,833 0
Circulation Allowance (15% of Net SF) 112 0 0
Structural Allowance (10% of Net SF) 317 496 0
Total Shop Gross Area 3,598 5,329 7,382
Outgranted Area 0
Total Shop Available Gross Area 7,382
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
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VA1 Shop Office
OMS, SHOP OFFICE: LOCATE SHOP OFFICE TO PROVIDE MAXIMUM VISIBILITY OF WORKBAYS. ACCESS SHOULD BE PROVIDED FROM THE SHOP OFFICE INTO THE WORK BAYSAND EXTERIOR OF THE BUILDING.
5.6 SM (60 SF) PER AUTHORIZED OMS ADMINISTRATIVE PERSON WHO WORKS IN THE OMSON THE LARGEST MAINTENANCE DRILL WEEKEND, PLUS 11.1 SM (120 SF) PER FULL-TIMEOMS MAINTENANCE ADMINSTRATIVE PERSON.
1 FULLTIME X 11.1 SM (120 SF) = 11.1 SM (120 SF)
VA2 Tool & Parts Room
OMS, TOOL AND PARTS STORAGE: SUBDIVIDE AREA INTO 2 EQUAL SECTIONS WITHWIRE/EXPANDED METAL STORAGE CAGES 2.4-METER BY 3.7-METER (8 FT X 12 FT) WITHSLIDING DOORS FOR TOOL AND PARTS STORAGE. CAGES MUST EXTEND TO WITHIN ONEINCH OF THE FLOOR AND CEILING. THIS SPACE SHOULD BE ADJACENT TO THE STORAGEROOM AND DIRECTLY ACCESSABLE TO THE WORKBAYS.
VA3 Storage Room
OMS, STORAGE ROOM: SUBDIVIDE AREA INTO 2 SECTIONS WITH WIRE/EXPANDED METALSTORAGE CAGES 2.4-METER BY 3.7-METER (8 FT X 12 FT) WITH SLIDING DOORS FORSTORAGE. CAGES MUST EXTEND TO WITHIN ONE INCH OF THE FLOOR AND CEILING. THISSPACE SHOULD BE ADJACENT TO THE TOOL AND PARTS ROOM AND DIRECTLYACCESSABLE TO THE WORKBAYS. AREA TO BE USED FOR STORAGE OF ANCILLARYEQUIPMENT ISSUED WITH VEHICLES. A MINIMUM OF TWO DUPLEX 110V OUTLETS SHALLBE PROVIDED PER MODULE.
VA4 Flammable Storage
OMS, FLAMMABLE STORAGE : MUST COMPLY WITH DESIGN GUIDE STANDARDS AND EPASTANDARDS AS OF DATE OF CONSTRUCTION. DOORS MUST OPEN TO THE OUTSIDE OFTHE BUILDING.
VA6
REF MANUAL STORAGE/DISPATCH OFFICE:
DUE TO THE SIZE AND TYPE OF UNIT AND EQUIPMENT SERVICED OUT OF THIS OMS, ASTORAGE AREA FOR REFERENCE MANUALS AND DISPATCH OFFICE IS DESIRABLE. THISAREA SHOULD BE INCORPORATED AS PART OF THE OMS SHOP OFFICE.
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214 - Maintenance - tank and AutomotiveSTORAGE AREA FOR REFERENCE MANUALS AND DISPATCH OFFICE IS DESIRABLE. THISAREA SHOULD BE INCORPORATED AS PART OF THE OMS SHOP OFFICE.
APPROVED SIZE = 11.1 SM (120 SF)
VB1 Shop Office
AMSA, SHOP OFFICE: LOCATE SHOP OFFICE TO PROVIDE MAXIMUM VISIBILITY OF WORKBAYS. ACCESS SHOULD BE PROVIDED FROM THE SHOP OFFICE INTO THE WORK BAYSAND EXTERIOR OF THE BUILDING.
A subshop of AMSA 95 is located �n Conway. The subshop consists of two mechanics withadministrative duties. Approve one 22.3 SM (240 SF) Shop Office.
VB2 Locker Room
AMSA LOCKER ROOM: 0.93 SM (10 SF) PER RECOGNIZED AMSA PERSON. LOCKER ROOMFOR FEMALE PERSONNEL WILL BE INCORPORATED INTO THE WOMEN'S TOILET. MINIMUMAREA WILL BE 9.3 SM (100 SF). Provide wall hung, full size, solid metal lockers, 15 inches wide by18 inches deep by 72 inches high. Incorporate as part of the OMS Unisex to�let.
LOCKER ROOM AREA = 2 PERSONS X 0.93 SM (10 SF) = 1.86 SM (20 SF) => 9.3 SM (100 SF)
VB3 Class Room/Break Area
AMSA, CLASS ROOM/BREAK AREA: SHARE FACILITIES IN THE MAIN USARC.
VB4 Tool Room
AMSA, TOOL ROOM: Locate adjacent to the supply room with direct accessibility to the work bays.Divide the space �nto 2 separate caged areas with sliding cage doors.
WIRE/EXPANDED METAL STORAGE CAGES 2.4-METER BY 3.7-METER (8 FT X 12 FT) WITHSLIDING DOORS FOR TOOL AND PARTS STORAGE. CAGES MUST EXTEND TO WITHIN ONEINCH OF THE FLOOR AND CEILING.
2 Work Bays x 8.9 SM (96 SF) = 17.8 SM (192 SF).
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VB5 Parts Room
AMSA, SUPPLY ROOM: Centrally locate to provide ease of access from the work bays. Providemetal shelving for storage of parts inside of caged areas �n the supply room.
SUBDIVIDE AREA INTO 2 SECTIONS. WIRE/EXPANDED METAL STORAGE CAGES 2.4-METERBY 3.7-METER (8 FT X 12 FT) WITH SLIDING DOORS FOR STORAGE. CAGES MUST EXTENDTO WITHIN ONE INCH OF THE FLOOR AND CEILING. THIS SPACE SHOULD BE ADJACENT TOTHE TOOL AND PARTS ROOM AND DIRECTLY ACCESSABLE TO THE WORKBAYS. A MINIMUMOF TWO DUPLEX 110V OUTLETS SHALL BE PROVIDED PER MODULE.
2 Work Bays x 8.9 SM (96 SF) = 17.8 SM (192 SF).
VB12 Flammable Storage
AMSA, FLAMMABLE STORAGE : MUST COMPLY WITH DESIGN GUIDE STANDARDS AND EPASTANDARDS AS OF DATE OF CONSTRUCTION. DOORS MUST OPEN TO THE OUTSIDE OFTHE BUILDING.
VB13 Controlled Waste Storage
AMSA, CONTROLLED WASTE STORAGE: PROVIDE SEPERATE CONTROLLED WASTESTORAGE FOR THE AMSA.
VD1 Work Bays
WORK BAYS: Provide one double drive-through work bays. Provide overhead cranes �n the drivethrough bay.
(2 WORKBAYS x 74.3 SM (800 SF)) + 59.5 SM (640 SF) = 208.1 SM (2240 SF)Total Work Bay area = 208.1 SM (2240 SF)
VD7
References:
a. Memorandum, HQ USARC, AFRC-CIS-I, 22 July 1999, Subject: Information Technology (IT)Requirements for Military Construction Army Reserve.
Project Number 10317:Project T�tle : AR Center/OMS/AMSA/Unh StrgDate : Jun 30, 2005
Functional space Details - Actual/ english
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D sample 5034-R Continued
214 - Maintenance - tank and Automotive
b. Memorandum, OCAR, DAAR-EN, 27 October 1999, Subject: Information TechnologyRequirements �n Design and Construction.
IT services provided on-site will include:Voice Communications (Telephone)Logistics, and other, STAMIS Applications
Within the OMS, all IT support equipment will be rack-mounted �n climate controlled facilities as ITSupport Facilities. Recommended square footage for OMS Facilities are:
Network Operations Center (NOC) 14.9 SM (160 SF)Electrical Closet 11.1 SM (120 SF)
TOTAL 26.0 SM (280 SF)
Design and construction should comply with Reference a.
Project Number 10317:Project T�tle : AR Center/OMS/AMSA/Unh StrgDate : Jun 30, 2005
Functional space Details - Actual/ english
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D sample 5034-R Continued
UnH - Unheated storageAuthorized Approved Existing Memo
VII. UNH - Unheated Storage
Equipment Storage
Unheated Storage
(1) Unit/Individual Storage 442 442 0 X
(2) Stag�ng Area 45 45 0
487 0Total Unheated Storage Net Area 487
74 0 0Circulation (15% of Net SF)
49 0 0Structural Allowance (10% of Net SF)Total Unheated Storage Gross Area 0487610
0Outgranted AreaTotal Unheated Storage Available Gross Area 0
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
Functional space Details - Actual/ english
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D sample 5034-R Continued
UnH - Unheated storageVII1 Unit/Individual Storage -
UNHEATED STORAGE, UNIT/INDIVIDUAL STORAGE:
SUBDIVIDE INTO 2.4-METER BY 3.7-METER (8-FOOT BY 12-FOOT) CAGESCONSTRUCTED OF WOVEN WELDED WIRE FABRIC. CAGING SHOULD BEINSTALLED FROM FLOOR TO THE ROOF DECK OR FLOOR SLAB ABOVE. AISLESAND VESTIBULES BETWEEN THE CAGED AREAS SHOULD BE KEPT TO AMINIMUM.
Project Number 10317:Project T�tle : AR Center/OMS/AMSA/Unh StrgDate : Jun 30, 2005
Functional space Details - Actual/ english
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sPRt - support Facilities
Authorized Approved Existing Memo
X. Supporting Facilities
A. Privately Owned Vehicle Parking (POV) (SY) 9,100 3,0009,030
B. Military Equipment Parking (MEP) 3,440 3,0003,100
(1) OMS (SY) 3,100 3,0003,100
(2) AMSA (SY) 340 00
(3) ECS 0 00
Number of Vehicles at the ECS 0 00
ECS (SY) 0 00
C. Wash Platforms (EA) 1 11
D. MEP Fencing (LF) 672 0672
E. MEP Lighting (EA) 3 03
F. Access Roads (SY) 910 0903
G. Sidewalks (SY) 0 00
H. Service/Access Maintenance Shop Apron (SY) 0 00
I. Fuel Storage and Dispensing (EA) 0 00
J. Equipment Load�ng Ramp (EA) 0 00
K. Marine Pier/Dock (EA) 0 00
L. Flagpole (EA) 0 00
M. Occupational Safety and Health Equipment (EA) 0 00
(1) 0 00
(2) 0 00
N. 1 00
O. MKT Concrete Pad (EA) 0 00
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
Functional space Details - Actual/ english
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D sample 5034-R Continued
stAt - statistics
Description Center Shop UNH Strg WHS StrgTotal Square Footage For:
Authorized Size 20,365 3,598 610 0
Approved Size 22,542 5,329 487 0
Existing Size for Alteration 22,604 7,382 0 0
Size of Add�t�on 0 0 0 0
Size of New Bu�ld�ng 0 0 487 0
Center Statistics Total Personnel WeekendRated Capacity 100
Largest Drill Weekend 99 1
Largest Adm�n Weekend 28 1
Largest Maintenance Weekend 0 0
Weekends Per Month 1
Project Number : 10317
Project T�tle : AR Center/OMS/AMSA/Unh StrgJun 30, 2005Date:
Functional space Details - Actual/ english
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APPenDIX e
stAnDARD KItCHen PLAn AnD eQUIPMent LIst
e-1 Plan
e-1.1 AstandardArmyReservekitchenplanisshownbelow.ThisplananditsassociatedequipmenthavebeenapprovedbytheUsingServiceforinclusioninallArmyReservetrainingcenterprojectswithkitchens.Equipmentchangesareoccasionallymadewhichaffectallfutureprojects.SeetheArmyReserveFTPdownloadsite(linklocatedonwww.lrl.usace.army.mil/ed2/default.asp?mycategory=212)forArmyReservekitchenupdates.
e-1.2 ThedesignerisstronglyadvisedtoobtainacopyofthecurrentstandardkitchendrawingsfromtheArmyReserveFTPdownloadsite,alongwithcurrentequipmentdatasheets.Kitchenspecificationsarelinkedonthewebpagelistedabove.
e-2 EquipmentList
e-2.1 EquipmentList1.Soileddishtable2.Silversoaksink3.Overheadrackshelf4.Garbagedisposer5Pre-rinsesprayassembly6.Ventilationhood7.Dishwasher
Figure E-1 Kitchen Equipment Plan
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8.Boosterheater9.Overheadshelf10.Cleandishtable11.Handsinkwithsoap/toweldispenser12.Aircurtain13.Canwash14.Boosterheater15.Sanitizingboosterheater16.Ventilationhood17.Three-compartmentsink18.Disposer19.Warmingcabinet20.Mixer21.Mixerstand22.Convectionoven23.Rangewithoven24.Tiltingkettle25.Braisingpan26.Draintroughwithgrate27.Hoodovercookingarea28.Mobileworktables29.Hotfoodwell30.Coldfoodwell31.Slicer32.Foodpreparationtable33Canopener34.Refrigerator35.Freezer36.Icemachine37.Mobileracks38.Shelving39.Vegetablesink40.Traybusingrack41.Stainlesssteeltrayslide42.Coffeemaker43.Drinkstandwithdolly44.Cupandglassdispenser45.Trayandsilverwaredispenser
E-2 Continued
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APPenDIX F
toILet RooM FIXtURe CoUnts
F-1 Counts
F-1.1 Theminimumfixturecount\2\ fortheTrainingCenterBuilding/2/shouldbebasedonthetablesbelowforthemaximumdrillweekend.\3\FixturesrequiredinPhysicalExamWingandGeneralOfficerSuitesareinadditiontothefixtureslistedinthisAppendix./3/\2\Minimumfixturecountsforotherbuildingsarebasedontheirprojectedpopulation./2/Reviewmale/femalepersonnelratioswithTenants.
F-1.2 Asanalternativemethodofcalculatingfixtures,use40%ofthemaximumdrillweekendforfemaletoiletfixtures,and80%formales.Considerthemale/femaleratiowithintheTenantunitswhendeterminingratioofmaletofemalelocker,toiletandshowerspace.
F-1.3 \2\Spacecolumnlistedinthetwotablesbelowisasuggestedortargetedarea,ifthissquarefootfigureisexceeded,designermustensurespaceisbelowallowanceassetforthinAR140-483./2/
F-2 FixtureCountTables\2\
F-2.1 FemaleToiletRoomFixtureCounts Recommended/Peak Water Total SuggestedOccupancy Closets Lavatories Showers Fixtures Space1 to 15 1 1 1 3 150SF16 to 30 2 2 2 6 285SF31 to 35 2 2 3 7 325SF36 to 45 3 3 3 9 380SF46 to 55 3 3 4 10 420SF56 to 60 4 3 4 11 450SF61 to 75 4 4 5 13 515SF76 to 80 4 4 6 14 555SF81 to 90 5 4 6 15 585SF91 to 105 5 5 7 17 650SF106 to 110 5 5 8 18 690SF111 to 120 6 5 8 19 690SF121 to 125 6 5 9 20 740SF126 to 135 6 6 9 21 740SF136 to 150 6 6 10 22 740SF151 to 165 7 6 11 24 840SF166 to 170 7 6 12 25 840SF171 to 180 7 7 12 26 840SF181 to 190 7 7 13 27 890SF191 to 195 8 7 13 28 940SF196 to 210 8 7 14 29 940SF211 to 215 8 7 15 30 990SF216 to 225 8 8 15 31 990SF226 to 230 8 8 16 32 990SF
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FemaleToiletRoomFixtureCounts-continued Recommended/Peak Water Total SuggestedOccupancy Closets Lavatories Showers Fixtures Space231 to 240 9 8 16 33 1,040SF241 to 255 9 8 17 34 1,085SF256 to 260 9 8 18 35 1,085SF261 to 270 9 9 18 36 1,085SF271 to 285 10 9 19 38 1,185SF286 to 300 10 9 20 39 1,185SF301 to 305 10 9 21 40 1,235SF306 to 310 10 10 21 41 1,235SF311 to 315 11 10 21 42 1,285SF316 to 330 11 10 22 43 1,285SF331 to 345 11 10 23 44 1,335SF346 to 350 11 10 24 45 1,335SF351 to 360 12 11 24 47 1,385SF361 to 375 12 11 25 48 1,430SF376 to 390 12 11 26 49 1,430SF391 to 395 13 11 27 51 1,530SF396 to 405 13 12 27 52 1,530SF406 to 420 13 12 28 53 1,530SF421 to 430 13 12 29 54 1,580SF431 to 435 14 12 29 55 1,630SF436 to 440 14 12 30 56 1,630SF441 to 450 14 13 30 57 1,630SF451 to 465 14 13 31 58 1,680SF466 to 470 14 13 32 59 1,680SF471 to 480 15 13 32 60 1,730SF
F-2.2 MaleToiletRoomFixtureCounts Recommended/Peak Water Total SuggestedOccupancy Closets Urinals Lavatories Showers Fixtures Space1 to 35 2 1 2 3 8 335SF36 to 45 2 1 3 3 9 360SF46 to 55 2 1 3 4 10 400SF56 to 60 3 1 3 4 11 430SF61 to 75 3 1 4 5 13 495SF76 to 80 3 1 4 6 14 535SF81 to 90 3 2 4 6 15 560SF91 to 105 3 2 5 7 17 625SF106 to 110 3 2 5 8 18 665SF111 to 120 4 2 5 8 19 695SF121 to 125 4 2 5 9 20 735SF126 to 135 4 2 6 9 21 760SF136 to 150 4 2 6 10 22 800SF151 to 165 5 2 6 11 24 870SF166 to 170 5 2 6 12 25 910SF171 to 180 5 2 7 12 26 935SF181 to 190 5 2 7 13 27 975SF191 to 195 6 2 7 13 28 1,005SF196 to 210 6 2 7 14 29 1,045SF211 to 215 6 2 7 15 30 1,085SF
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MaleToiletRoomFixtureCounts-continued Recommended/Peak Water Total SuggestedOccupancy Closets Urinals Lavatories Showers Fixtures Space216 to 225 6 2 8 15 31 1,110SF226 to 230 6 2 8 16 32 1,150SF231 to 240 6 3 8 16 33 1,150SF241 to 255 6 3 8 17 34 1,200SF256 to 260 6 3 8 18 35 1,200SF261 to 270 6 3 9 18 36 1,200SF271 to 285 7 3 9 19 38 1,300SF286 to 300 7 3 9 20 39 1,300SF301 to 305 7 3 9 21 40 1,350SF306 to 310 7 3 10 21 41 1,350SF311 to 315 8 3 10 21 42 1,400SF316 to 330 8 3 10 22 43 1,400SF331 to 345 8 3 10 23 44 1,450SF346 to 350 8 3 10 24 45 1,450SF351 to 360 8 4 11 24 47 1,490SF361 to 375 8 4 11 25 48 1,540SF376 to 390 8 4 11 26 49 1,540SF391 to 395 9 4 11 27 51 1,640SF396 to 405 9 4 12 27 52 1,640SF406 to 420 9 4 12 28 53 1,640SF421 to 430 9 4 12 29 54 1,690SF431 to 435 10 4 12 29 55 1,740SF436 to 440 10 4 12 30 56 1,740SF441 to 450 10 4 13 30 57 1,740SF451 to 465 10 4 13 31 58 1,790SF466 to 470 10 4 13 32 59 1,790SF471 to 480 10 5 13 32 60 1,830SF481 to 485 10 5 13 33 61 1,880SF486 to 495 10 5 14 33 62 1,880SF496 to 510 10 5 14 34 63 1,880SF511 to 525 11 5 14 35 65 1,960SF526 to 530 11 5 14 36 66 1,960SF531 to 540 11 5 15 36 67 1,960SF541 to 550 11 5 15 37 68 2,010SF551 to 555 12 5 15 37 69 2,040SF556 to 570 12 5 15 38 70 2,040SF571 to 575 12 5 15 39 71 2,090SF576 to 585 12 5 16 39 72 2,090SF586 to 590 12 5 16 40 73 2,090SF591 to 600 12 6 16 40 74 2,130SF601 to 615 12 6 16 41 75 2,180SF616 to 620 12 6 16 42 76 2,180SF621 to 630 12 6 17 42 77 2,180SF631 to 645 13 6 17 43 79 2,260SF646 to 660 13 6 17 44 80 2,260SF661 to 665 13 6 17 45 81 2,310SF666 to 670 13 6 18 45 82 2,310SF671 to 675 14 6 18 45 83 2,340SF676 to 690 14 6 18 46 84 2,340SF691 to 705 14 6 18 47 85 2,390SF706 to 710 14 6 18 48 86 2,390SF
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MaleToiletRoomFixtureCounts-continued Recommended/Peak Water Total SuggestedOccupancy Closets Urinals Lavatories Showers Fixtures Space711 to 720 14 7 19 48 88 2,430SF721 to 735 14 7 19 49 89 2,480SF736 to 750 14 7 19 50 90 2,480SF751 to 755 15 7 19 51 92 2,560SF756 to 765 15 7 20 51 93 2,560SF766 to 780 15 7 20 52 94 2,560SF781 to 790 15 7 20 53 95 2,610SF791 to 795 16 7 20 53 96 2,640SF796 to 800 16 7 20 54 97 2,640SF801 to 810 16 7 21 54 98 2,640SF811 to 825 16 7 21 55 99 2,690SF826 to 830 16 7 21 56 100 2,690SF831 to 840 16 8 21 56 101 2,730SF841 to 845 16 8 21 57 102 2,780SF846 to 855 16 8 22 57 103 2,780SF856 to 870 16 8 22 58 104 2,780SF871 to 885 17 8 22 59 106 2,860SF886 to 890 17 8 22 60 107 2,860SF891 to 900 17 8 23 60 108 2,900SF901 to 910 17 8 23 61 109 2,950SF911 to 915 18 8 23 61 110 2,980SF916 to 930 18 8 23 62 111 2,980SF931 to 935 18 8 23 63 112 3,030SF936 to 945 18 8 24 63 113 3,030SF946 to 955 18 8 24 64 114 3,030SF956 to 960 18 9 24 64 115 3,070SF/2/
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APPenDIX G
BAnD RooM
G-1 General
G-1.1 \2\Bandroomsprovidepracticeareasfora41-memberbandandstoragespacesforinstruments,music,uniforms,andotherequipment.Theroomsmaybeadjacenttotheassemblyhall.Thisusuallyallowsabestfitwiththerestofthefacility,becausethebandroomshavevaryingroofheightsandsomenon-rectangularspaces.Italsoprovidesseparationfromadministrativeandeducationareastominimizedistractiontootherbuildingoccupants.
G-1.2 SeeTechnicalInstructions(TI)800-01,DesignCriteria,fordiscussionofarchitecturalandengineeringcriteriauniquetoaband’strainingspaces.Acousticdesignconsiderationsarecomplexandcannotbeconciselyduplicatedhere.DonotattempttofollowthespaceplanningcriteriagivenintheTItosizethefacility.TheArmyReservehasadifferentsystemthantheactiveArmytogenerateprojectscope.
G-2 SpaceAuthorizations
G-2.1 SpaceauthorizationsforabandmayappearundermultiplecategoriesintheArmyReserve’sprojectdocumentation.Thisparagraphexplainsthestandardauthorizations.Verifythequantitiesgivenforaspecificproject.
G-2.2 Administrativespacestotal270sf(25sm).Therearetwoprivate,unitexclusiveoffices.
Commander’soffice =150sf(14sm)Enlistedbandleader’soffice =120sf(11sm)
G-2.3 Storagespacestotal1,004sf(93sm).Providelockerandstorageroomsinlieuofthestandard8ftx12ft(2400mx3600m)cagesnormallylocatedintheunit/individualstoragearea.ThestandardArmyReserveallowanceisonecageper6membersofaunitorganizedunderamodificationtableoforganizationandequipment(MTOE)document,e.g.,7cagesfortheband.
Storage:7cagesx8.9sm/cagex1.15intrafunctionalcirculation = 72sm (773sf)Staging:72smx0.1 = 7sm (77sf)Additionalcirculationfactor(historicexperience):72smx0.2 = 14sm (155sf)
Totalstorageallowance = 93sm (1,004sf)
Reconfigurethisallowanceintomaleandfemalelockerroomsplusastorageroom.Provideeachbandmemberwithafull-heightlocker(2ftx3ft)(600mmx900mm)foruniforms.Adjustthesizesofthelockerroomsasneededtoaccommodatetheactualcountofmaleandfemalemembers.Provideastorageroomwithshelvesforunit
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equipmentandmembers’dufflebags.
G-2.4 Specialtrainingspacestotal3,300sf(307sm)
Mainrehearsalroom = 146sm (1,575sf)Largegrouppracticeroom = 65sm (700sf)Threeindividualpracticeroomsat6.5smeach = 20sm (210sf)Recordingroom = 7sm (80sf)Instrumentrepair/cleaningarea = 16sm (175sf)Instrumentstoragearea = 37sm (400sf)Library = 15sm (160sf)
G-2.5 Corridorswithinthebandareacountagainstthebuilding’scirculationallowance./2/
G-1 Continued
Figure G-1 Standard Band Room Plan
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APPenDIX H
seCURe CoMPARtMenteD InFoRMAtIon FACILItIes (sCIF)
H-1 General
H-1.1 \3\ASCIFisaninfrequentelementofaReserveCenter.Whenauthorized,thisspaceisusedforelectronicintelligencetrainingactivitiesandoperations.
H-1.2 ThereisnostandarddesignforaSCIF.TheprojectdocumentswillprovidetheSCIFspaceauthorization;thedesignerwillneedtoworkwiththeProjectOfficer,RSC,SCIFProponent,ArmyReserveInstallationandTenantstodeterminewhatspecificspacesandareasarerequiredwithinthatauthorization.Theywillalsohelpdefinethefurnishings,equipment,andmechanical/electrical/communicationssystemsfortheSCIF.
H-1.3 ThegoverningcriteriaforSCIFdesignandconstructionisDirectorofCentralIntelligenceDirective(DCID)6/9“PhysicalSecurityStandardsforSensitiveCompartmentedInformationFacilities.”ThemanualdefinesseveralSCIFcategories,andprovidesdesignandconstructionguidanceforeach.However,thedesignermustasktheSCIFSecurityOfficer(SSO)forapplicableguidance,particularlyforcommunicationsecurity.Atonetime,thereweretwovolumesonthesubjectfromaDefenseIntelligenceAgency(DIA)WorldwideSCIFSecurityOfficer(SSO)Conference,theSSOmaybeabletoprovideinformationfromthesevolumestoaideindesign.
H-1.4 TheSCIFisasecurefacility;accesstotheSCIFmustbecontrolledandmonitored,andcommunicationswithin,toandfromtheSCIFmustbesecurefromthreatofinterception.
H-2 SecurityConsiderations-frompreviousArmyReserveSCIFs-accuracyandapplicabilitymustbeverified:
H-2.1 TherewillbesecurityvestibulewithCCTVmonitoring,mostlikelywithanelectroniclatchrelease.EntryintotheSCIFwillbecontrolledbytheSSOoradesignee.Ifnecessary,aseparateexit(orexitsiftwoarerequired)canbeprovidedtosatisfylifesafety/exitingrequirements.TheArmyReservesecuritypersonnelwillwantanysuchexitstoincludeanaudiblealarm,andpossiblyashortdelay,forsecurityreasons.Nohardwareshouldbeprovidedontheexteriorsideofsuchexitdoors.
H-2.2 ThereareSTCratingrequirements,doorandwallconstructionrequirements,andrequirementsaffectingallmechanical,electrical,andvoicedatapenetrationsoftheSCIF.Penetrationsaretobeminimized.NoHVACductworknotservingtheSCIFcanrunthroughitsceilingspace.SecuretelephoneinstrumentsandfaxmachinesarerequiredintheSCIF.
H-2.3 AlthoughwindowsarenotabsolutelyforbiddenbytheDCID,theTenants
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typicallydonotwantanywindows.Thismightbeanareaforthecoreofthebuilding,butrememberthatnoexitpathcanrunthrough(intoandthenoutof)aSCIF.
H-2.4 DesignoftheSCIFwillincludeprovisionsforpower,conduitandcableforIDSandothersecuritysystems;thosesecuritysystemswillbeprovidedandinstalledbytheGovernment.
H-3 SpaceDesignInformation
H-3.1 AtypicalSCIFmightcontainoffice/adminareas,aclassroom,anopenareawithcomputerworkstations,anelectronicsmaintenancespace,aserverroom,storageroom,securityvestibule,andelectrical/telephoneroom.
H-3.2 SomespacesthatarepartoftheSCIFspaceauthorizationmaynotbewithinthesecurearea.SomeadministrativespacesandthemaintenancespacemightbebetterlocatedoutsideoftheSCIF.
H-3.3 IftheSCIFproponentdoesnotprovideindividualspacedesigninformation,refertosimilarspaces(administrative,classroom,telecommunicationsspaces,etc.)andmodelthedesignoftheSCIFspacesonthose.
H-3.4 Includefurnitureandsimilarequipmentaspartofthedesignsimilartotherestofthetrainingcenter.Faxmachines,safes,servers,securefiles,encryptiondevices,securetelephonesandsimilaritemsspecifictotheoperationoftheSCIFwillbeprovidedbytheTenants.
H-3.5 TheSCIFHVACequipmentmustbeseparatefromotherbuildingHVACsystems.
H-3.6 ProvidecleanpowerifTenantsdonotprovideUPSsystem,andverifygroundingrequiredforSCIF./3/
H-2 Continued
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APPenDIX I
PHYsICAL eXAM WInG
I -1 General
I-1.1 Whenauthorized,medicalspaceswillbeprovidedforphysicalexams,treatmentandprofessionalmedicaltraining.Theprojectdocumentswilldefinetheauthorizedspaceandmayprovideadditionalinformationforthedesigner.
I-1.2 Locatethemedicalwingadjacenttodedicatedofficespacethatcanbeassignedtothemedicalunit.Themedicalwingwilltypicallyhaveitsownentrance,aswellasaninterioraccesstotheremainderofthebuilding.Itshouldbesomewhatisolatedfromtherestofthebuildingforreasonsofpatientprivacy.Planningconceptsshouldallowforprivacyofpatientswhenaccessingdressingareasandtoilets.
I-1.3 ThemedicalwinglayoutandcapabilitiesmayvarytosuittheTenants’trainingandoperationalrequirements.ThedesignershouldworkwiththeTenantstodevelopafunctionallayout.
I-1.4 Thetypesofspacesthatmayberequiredarewaitingrooms,dressingrooms,medicalexamrooms,dentalexamrooms,supplyrooms,lavatorieswithmaleandfemalespecimentoiletareas,laboratory,physicalexamareasforbloodpressure,EKG,X-ray,audiometer,eyeexam,andheightandweightmeasurement.
Figure I-1 Typical Medical Section Plan
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I-1.5 Specialpurposetrainingareassuchasoperatingrooms,scrubrooms,twobedwards,sterilesupplyroomsandpharmacywillbeprovidedonlywhenjustified.
I-2 SpaceDesignInformation
I-2.1 Duetothevarietyoffunctionalareaspossibleandvarianceinthemedicalequipment,theUsingServicewillprovidealistofequipmentandproposedlocationsforanyspecialrequirementswhentheconceptdesigniscompleted.
I-2.2 RefertothespacedesigninformationforofficeandadministrativespacesinChapter4asaguidelineforsystems,furniture,equipment,andfinishes.ReviewrecommendedselectionswithTenants,andobtaintheirinput.Finishesshouldbethoseappropriatetoacivilianmedicalclinicwithattentiontodurabilityandmaintainability.
I-2.3 Thenecessarymedicalequipment,standardmedicalequipmentsetsincludingX-raymachines,willbeprovidedandinstalledbytheTenants.AnX-rayequipmentinstallationcertificatewillberequired.Otherfurnitureandequipmentistobeaddressedasfortheremainderofthetrainingcenter.
I.-2.4 Built-inequipmentmayincludethefollowing:
I-2.4.1 Waitingroom:Admissionscounter15in(400mm)wideby49in(250mm)highby12fr(3,650mm)long.Aportionshouldbeaccessible.
I-2.4.2 Dressingroom:Feed-inclotheshooks-fourperdressingroom.Aseatmaybebuiltinononeside.
I-2.4.3 Medicalexamroom:Wallhunglavatory,orsinkincabinetry.
I-2.4.4 Dentalexamroom:Wallhunglavatory,orsinkincabinetry.
I-2.4.5 Laboratory:Basecabinets24in(610mm)deepby36in(915)highwithchemical-resistantworkcounterandatwo-compartmentstainlesssteelsink.Thisunitwillbelocatedononewallorasanisland.Thetotallengthshouldnotexceed16ft(4,900mm).
I-2.4.6 Specimentoilet:Onewatercloset,onelavatory,oneshelf,onetoweldispenserandonepass-throughdoortothelaboratory.
I-2.4.7 Darkroom:Workcounter24in(610mm)wideby36in(915mm)highby96in(2,450mm)longwithchemical-resistantworksurface.Thismaybelocatedonawalland/oranisland.
I-2.4.8 Audio/meterroom:Onebooth3ft(915mm)by5ft(1525mm)withsoundtreatmentto55STCandonecounterononeendoftheroom,18in(460mm)wideand28in(715mm)abovethefloor.TheTenantsmayprovideaportableboothinlieuofa
I-1 Continued
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constructedroom.
I-2.4.9 Supplyroom:12in(300mm)deepwoodshelving,5shelveshigh,beginning18in(460mm)fromthefloor,andepoxy-painted.Thisshelvingmaybeinstalledonthreewalls.Shelvingunitsmaybeusedifcostjustified.Thisroommayalsoaccommodatemedicalrecordsinfilecabinets.
I-2.4.10 Providedividedsurfacemetalracewaysabovelabcounterswith20A,GFCI,duplexreceptacles.
I-2.4.11 Otherbuilt-inorinstalledequipmentmaybeincludedonacase-by-casebasis,providedsuchequipmentisfullyjustifiedfortheoperationaltrainingneeds.
I-2 Continued
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APPenDIX J
eQUIPMent ConCentRAtIon sIte (eCs)
J-1 General
J-1.1 AnECSisessentiallyalargeMEPareaforthestorageofmilitaryvehiclesandequipmenttobeusedduringannualandweekendtrainingperiods.
Figure J-1 Typical ECS Layout
J-1.2 Withfewexceptions,anECSislocatedonanactiveorsemi-activemilitaryinstallationandiscollocatedwithanAMSAdedicatedtomaintainingtheequipmentstoredattheECS.
J-1.3 FacilitiesassociatedwiththeECSwillbedescribedintheprojectdocuments,andmayincludeparkinghardstand,fueldispensingsystem,loadingramp,washplatform,indoorequipmentstoragewarehouse,combatvehiclearmsvault,fencing,securitylightingandanAMSA.
J-2 DesignInformation
J-2.1 FactorswhichaffectthelayoutanddesignofanECSaremuchthesameasthosefortheMEPatanOMSorAMSA,withthefollowingexceptions.
J-2.1.1 Access/EgressandCirculation:TrackedcombatvehiclesarestoredatanECSandrequireaccesstothenearesttanktrailonthe
militaryinstallation.IninstanceswhereasphaltpavingorcirculationareasareprovidedaroundasupportingAMSA,aconcreteroadwayorturningareamayberequiredtoprovideaccessforcombatvehiclestotheAMSAshopbays.Duetothelargersizeandheavierconcentrationofvehicles,theECStrafficisveryheavyduringannualtrainingperiods.Trafficpatterns,therefore,shouldbecarefullylaidouttoavoidsevereinternalcirculationconflictsatthefuelpumps,dispatchandwashracks.CirculationlaneswithintheECSareashouldbeaminimumof24ft(7.4m)wide.
J-2.1.2 FuelDispensingPoint:Whenauthorized,thefuelpointshouldbelocatedadjacenttoaprimarycirculationareaandinproximitytothemainentranceandothersupportfacilities.Thelanesandpumpbasesforthedieselandgaspumpsshouldbe
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concreteandshouldbedrainedsothatallgasspillsandwaterrunoffarecollectedandemptiedintoagrease/oilseparator.TheseparatorshouldalsoservetheAMSAworkbaysandvehiclewashrackwheneverpracticable.SeeChapter3foradditionalenvironmentaldesignguidance.
J-2.1.3 IndoorEquipmentStorageWarehouse:Sincetheprimaryfunctionofthisbuildingisbulkstorageofequipment,thestructuremustbenoncombustibleandassimpleaspossible.Pre-engineeredmetalbuildingsareacceptable.Theinteriorlayoutshouldbeopenforflexibilityandprovideaisleslargeenoughformaterial-handlingequipment.Someareasshouldbedesignedforbulkandpalletizedstorage.Dependingonthetypeandtheamountofequipment,aloadingdockmaybeprovidedatoneexit.Asmallportionofthebuildingservesasaworkareaandshouldbehavespaceconditioningsimilartoasupplyoffice.Anofficeforthewarehousemanshouldalsobeprovided.Informationaboutthetypesandamountofequipmenttobestored,andthetypesofmaterial-handlingequipmenttobeoperatedwithinthewarehousewillbeprovidedbytheUsingService.
J-2 Continued
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APPenDIX K
RooF sYsteMs FoR ARMY ReseRVe PRoJeCts
K-1 GeneralDirection
K-1.1 Thereare\2\ fourapprovedroofingsystemsforArmyReservefacilities:standingseammetalroofingsystems(SSMRS),low-slopemembraneroofingsystems(EPDMandMod-Bit),andfiberglass-basedasphaltshingleroofsystems./2/OthersystemsmaybeacceptablewithUsingServiceapproval.\3\ThebelowofferstheprimaryguidanceandfirstchoiceforroofingdesignsonArmyReserveprojects.AdditionalguidanceislocatedinUFC3-110-03,Roofing.DesignersshouldutilizeUFC3-110-03foritemsnotaddressedbelow./3/
K-2 SpecificGuidelines
K-2.1 standing seam Metal Roof system (ssMRs)
K-2.1.1 UsearchitecturalratherthanstructuralSSMRS
K-2.1.2 \3\Preferredslopeshouldbe4in12./3/Minimumslopeshallbe3in12.\3\ Ifa3:12slopeisutilized,thenfeltunderlaymentisrequiredfortheentireroof./3/
K-2.1.3 Require#30feltunderlaymentforentireroof,anduseiceandwatershieldineaves,valleys,hipsandridges
K-2.1.4 Requireiceandwatershieldoverentireroofwhereappropriateforthelocalityoftheproject
K-2.1.5 Specifyandshowonthedrawingsarigidunderlayment.
K-2.1.6 Theclipscrewsshouldgodownthroughtheunderlaymentandinsulationintothemetaldeck
K-2.1.7 Requirecrimpingmachinetobecalibrateddaily
K-2.1.8 ProvidegenericNRCAdetailstohelpdefinethequalityoftheroof.
K-2.1.9 \2\ReferenceReserveSupportTeamSpecificationSections076113.0048and076114.0048availableattheUSACELouisvilleDistrictWeb-Site./2/
K-2.1.10 \3\Ice/snowguardsshallbeutilizedonSSMRSforlocationswheretheaveragesnowfallismorethan4”peryearandmaybeconsideredinotherlocations.ASnowRetentionsystemshallbeutilizedwithmechanicallyfastenedsnowguardswithcontinuousconnectors.Theattachmentpieceshallbeaconvexfastener.Ice/snowguardsshallbeeithersteelrodsorextrudedaluminumwithmatchingcoilstockinserted.Noroofpenetrationsoradhesivesshallbeutilized.Ice/snowguardsshouldbe
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consideredfortheentireroofbutshallbeplacedtoprotectequipment,sidewalks,doorways,andothercriticalareas.Ice/snowguardsshallbedesignedtowithstandiceandsnowloadsasdefinedinASCEManual7.Morestringentrequirementsbasedonmanufacturesrecommendationsorlocalbuildingcodesmayapply.Ice/Snowguardsshallbedesignedandinstalledtomeetmanufactureswarranty./3/
K-2.2 Modified Bitumen (Mod-Bit) Membrane System
K-2.2.1 Useamodifiedbitumen2-plysystem
K-2.2.2 Requirea20year,no-dollar-limitwarranty
K-2.2.3 ProvidegenericNRCAdetailstohelpdefinethequalityoftheroof.
K-2.2.4 \3\ Lowsloperoofsonallnewconstructionshallhaveaminimumslopeof½:12./3/
K-2.3 ethylene Propylene Diene Munomer (ePDM) Roof Membrane
K-2.3.1 Specifyaminimum60-milthickness
K-2.3.2 Mustbefullyadhered,ratherthanballastedormechanicallyattached
K-2.3.3 Donotuseoverkitchens
K-2.3.4 Shouldincludeacoatingtosaveenergy
K-2.3.5 RequireFactoryMutualcertificationforthesystem
K-2.3.6 ProvidegenericNRCAdetailstohelpdefinethequalityoftheroof.
K-2.3.4 \3\ Lowsloperoofsonallnewconstructionshallhaveaminimumslopeof½:12./3/
K-2.4 \2\Fiberglass-Based Asphalt shingle Roof system (system Added Fall 2004)
K-2.4.1 Asphaltshingleroofingsystemshallincludeshingles,underlayments,andflashing.
K-2.4.2 Shingleroofingsystemtoprovideventilationofrooftopreventheatbuild-upandassociatedheatdamage.
K-2.4.3 Coordinateshinglecolorandstylewitharchitecturaldesignandexteriorfinishes.
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K-2.4.4 Minimumslopeforshinglesshallbe4in12ormanufacturer’srecommendationtomeet50yearwarranty.
K-2.4.5 Providecontinuoustopridgeventconnectedtoroofventilationsystem.Alsoprovidenon-maintenanceventsatthebaseoftheroofsystemtosupporttheairmovementconvectionprocess.
K-2.4.6 Provideasphaltshinglemanufacturer’sstandard50yearwarrantyfortheasphaltshingles(including110mphwindup-lift).Provideallaccessoriesandsystemstomeetthe50yearwarrantycriteria.Contractorshallwarrantfor5yearsthattheasphaltshingleroofingsystem,asinstalled,isfreefromdefectsinworkmanship.
K-2.4.7 Providecross-ventedinsulationoveravaporretarderinaccordancewiththemanufacturer’sinstructions./2/
K-2.4.8 \3\ Iceandsnowguardsshouldbeconsideredinnorthernclimates./3/
K-2.5 Requirements for all systems
K-2.5.1 Contractorqualifications:fiveyearsminimumintheroofingbusiness,andmustbeamemberofprofessionalroofingassociation(SMACNAand/orNRCA)foraminimumof3years
K-2.5.2 Requiredpre-installationactivities
K-2.5.2.1 Musthaveapre-roofing-constructionmeetingwiththedesigner,supplier,manufacturerandcontractorafterawardoftheconstructioncontract
K-2.5.2.2 Musthaveapre-installationmeeting2weeksbeforestartinginstallation
K-2.5.3 Requiredqualitycontrolmeasures
K-2.5.3.1 Manufacturer’srepresentativemustbeonsiteduringinstallation(allweekthefirstweek,atleastonceaweekafterthat,minimumbasedonA/E’srecommendation)
K-2.5.3.2 Manufacturer’srepresentativemustbeanemployeeofthemanufacturerwithaminimumof5yearsexperiencewiththetypeofsystembeinginstalledoranemployeeofanindependentinstallercertifiedbythemanufacturer
K-2.5.3.3 SubmittalswillbeforGovernmentapproval,andmustbereviewedbythedesignerofrecord
K-2.5.3.4 ManufacturerandInstallermustprovideawrittenstatementthattheyhavereviewedtheplansandspecifications,andwillprovidea20year\2\(50yearforfiberglass-basedasphaltshingle)/2/premiumwarrantybasedonthedesign.(Seebelow.)
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K-2.5.3.5 \3\ThecontractorisrequiredtoprovideRegisteredRoofObserverservicesduringallroofconstructionactivities.RegisteredRoofObservers(RRO)willperformdailyoversightandqualitycontrolonallroofworktoassurecompliancewiththeprojectsplansandspecifications./3/
K-2 Continued
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K-2 Continued
InstALLeR’s stAteMent on RooF WARRAntY
I______________________________,THEROOFINSTALLERFORTHISPROJECT,HEREBYCERTIFYTHATTHEPLANSANDSPECIFICATIONSHAVEBEENTHOROUGHLYREVIEWEDANDTHATTHEPROPOSEDROOFWILLMEETTHEDESIGNINTENTANDMANUFACTURER’SREQUIREMENTSFORAPREMIUMWEATHERTIGHTNESSWARRANTY.
_________________________INSTALLER’SNAME
_________________________PROJECT
_________________________DATE
MAnUFACtUReR’s teCHnICAL RePResentAtIVe
I______________________,ATECHNICALREPRESENTATIVEEMPLOYEDFORAMINIMUMOFFIVEYEARSBY________________________,THEROOFINGMANUFACTURERFORTHISPROJECT,HEREBYATTESTTHATTHEROOFINSTALLEDFORTHISPROJECTBY________________________WASCONSTRUCTEDANDASSEMBLEDINACCORDANCEWITHTHEMANUFACTURER’SAPPROVEDMETHODSANDDETAILSANDMEETSTHEMANUFACTURER’SPREMIUM20YEAR(50YEARFORFIBERGLASS-BASEDASPHALTSHINGLE)WEATHERTIGHTNESSWARRANTYREQUIREMENTS.
_________________________INSTALLER
_________________________PROJECT
_________________________DATE
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APPen- DIX L
U.s. ARMY ReseRVe PHYsICAL ReADIness RooM
eQUIPMent MAtRIX
Nom�nalArea(sq.ft.)
Nom�nalSizeIP
(English)
Nom�nalArea
(sq.m.)
Nom�nalSizeMetric
EllipticalCrossTrainer
Treadm
illStairClim
ber
Recum
bentBike
InclineBench
FlatBench
Dum
bbells
Dum
bbellR
ack
FiveStationMulti-Gym
SevenStationMulti-Gym
Mirror
Barres
FitnessMats
FreeW
eightH
alfC
age*
1600 32ftx50ft 148.64 9.75mx15.25m 3 4 1 2 3 3 3 3 1 1 10 8 12 1
1500 139.35 2 4 1 2 2 3 3 3 1 1 7 10 10 1
1400 130.06 2 3 1 2 2 2 2 2 1 1 8 10 10 1
1300 120.77 2 3 1 2 2 2 2 2 1 1 8 8 8 1
1200 111.48 2 2 1 1 3 3 3 3 0 1 6 4 10 1
1100 102.19 2 2 1 1 2 2 2 2 0 1 10 12 8 1
1000 32ftx31ft 92.90 9.75mx9.5m 2 2 1 1 2 2 2 2 0 1 4 10 7 1
900 83.61 2 2 1 1 1 1 1 1 0 1 4 8 7 1
800 74.32 2 2 1 1 1 1 1 1 1 0 4 6 4 1
700 65.03 2 2 1 1 2 2 1 1 1 0 6 6 8 1
600 32ftx19ft 55.74 9.75mx6.25m 2 2 1 1 1 1 1 1 1 0 4 4 4 1
500 46.45 1 1 0 1 1 1 1 1 1 0 8 8 4 0
400 37.16 1 1 0 1 1 1 1 1 1 0 4 8 4 0
300 27.87 1 1 0 0 1 1 1 1 0 0 4 6 4 0
200 18.58 1 1 0 0 1 1 1 1 0 0 3 4 2 0
*FreeWeightHalf-Cageshouldhavesafetycatchestoallowforsafeliftingwithoutaspotter
NumberofPiecesofEquipment
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APPenDIX M
sAMPLe PRoJeCts AnD PHotoGRAPHY CReDIts
M-1 SampleProjects
M-1.1 ThefollowingpagesprovideillustrationsofArmyReserveprojectsasexamplesforprojectdesigners
M-2 Photography Credits
M-2.1 TheprojectphotographsinthisAppendixandthroughouttheDesignGuideareprovidedwiththepermissionofthephotographersorownersofthephotographs:
USARC/OMS/AMSA/WHS,ArdenHills,MN-RSPArchitects
USARC,FortDodge,IA-PhilipProwsePhotography,Minneapolis,MN
BattleProjectionCenter,ArlingtonHeights,IL-StaffofRSPArchitects
ARRTCVOQ/Dormitory,FortMcCoy,WI-StaffofRSPArchitects
USARC/OMS/WHS,Sacramento,CA-GeorgeHeinrichPhotography,Minneapolis,MN
USARC,ParksRFTA,Dublin,CA-GeorgeHeinrichPhotography,Minneapolis,MN
USARC,Toledo,OH-GossenLivingstonAssociates,Inc.
USARC,FortDesMoines,IA-GossenLivingstonAssociates,Inc.
USARC/AMSA,Pittsburgh,PA-Blackman&Bell,Pittsburgh,PA
USARC/OMS/AMSA,FortBelvoir,VA-StaffofLouisvilleDistrictCorpsofEngineers
USARC,FortKnox,KY-StaffofLouisvilleDistrictCorpsofEngineers
M2.2 Therendereddrawingsareprovidedwiththepermissionoftheprojectdesigners. IN
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• ArmedForcesReserveCenter(new)-121,000sf• RemodelExistingUSARC-22,000sf• OMS(new)-8,600sf• AddMezztoExistingStorage-16,000sf• 40Acres• Designcompletion-June2001• Constructioncompletion-Winter2003
RSPARCHITECTS
ADD/ALt AFRC/oMs/stoRAGe; oRLAnDo, FLoRIDA
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•USARC-53,000sf•OMS/DS-GS-31,000sf•Warehouse-58,000sf•29Acres•Designcompletion-June1989•Constructioncompletion-September1991
RSPARCHITECTS
UsARC/oMs/Ds-Gs/WHs; ARDen HILLs MInnesotA
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•USARC-11,500sf•4Acres•Designcompletion-May1996•Constructioncompletion-October1997
RSPARCHITECTS
UsARC; FoRt DoDGe, IoWA
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THEMASON&HANGERGROUP,INC.
BeRRY RosenBLAtt UsARC/oMs; West HARtFoRD, ConneCtICUt
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•BPC-28,000sf•6Acres•Designcompletion-1996•Constructioncompletion-1998STARTEAM-CorpsofEngineers,LouisvilleDistrict
RSPARCHITECTS
UsAR BAttLe PRoJeCtIon CenteR; ARLInGton HeIGHts, ILLInoIs
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•USARC-47,000sf•13Acres•Designcompletion-January1999•Constructioncompletion-September2001
STARTEAM-CorpsofEngineers,LouisvilleDistrict
UsARC/oMs/AMsA; Ft. BeLVoIR, VIRGInIA
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•USARC-136,300sf•OMS/AMSA-15,740sf•UnheatedStorage-2,540sf•35Acres•Designcompletion-January2000•Constructioncompletion-September2001
FinalDesign-GOSSENLIVINGSTONASSOCIATES,INC.ConceptDesign-RSPARCHITECTS
UsARC/AMsA; PIttsBURGH, PennsYLVAnIA
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•USARC-53,400sf•DEPMEDSStorage-15,500sf•20Acres•Designcompletion-September1992•Constructioncompletion-October1994
GOSSENLIVINGSTONASSOCIATES,INC.
UsARC; Des MoInes, IoWA
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•USARC-43,000sf•OMS/AMSA-31,100sf•23.5Acres•Designcompletion-July1994•Constructioncompletion-August1996
GOSSENLIVINGSTONASSOCIATES,INC.
UsARC/oMs; toLeDo, oHIo
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•USARC-46,300sf•OMS-6,200sf•UHS-2,300sf•10Acres•Designcompletion-August2002•Constructioncompletion-September2004
RSPARCHITECTS
UsARC/oMs/UHs; LInCoLn neBRAsKA
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•USARC/DCMC-96,300sf•8Acres•Designcompletion-November2000•Constructioncompletion-October2002
RSPARCHITECTS
UsARC/DCMC; ARLInGton HeIGHts, ILLInoIs
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•USARC-64,200sf(2buildings)•OMS-11,600sf•WHS-42,115sf•36Acres•Designcompletion-1997•Constructioncompletion-November1999
RSPARCHITECTS
UsARC/oMs/WHs; sACRAMento, CALIFoRnIA
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•USARC-56,000sf•8Acres•Designcompletion-1998•Constructioncompletion-March2000
RSPARCHITECTS
UsARC; PARKs RFtA, DUBLIn, CALIFoRnIA
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•USARC-31,400sf•OMS-6,640sf•WHS-7,500sf•10Acres•Designcompletion-1998•Constructioncompletion-September2000
RSPARCHITECTS
UsARC/oMs/WHs; sALt LAKe CItY, UtAH
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•USARC-12,325sf•OMS-11,700sf•AMSA-15,500sf•ECSWHS-53,225sf•50Acres•Designcompletion-December2000•Constructioncompletion-November2002
RSPARCHITECTS
UsARC/oMs/eCs; FoRt PoLK, LoUIsIAnA
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•AFRC-78,000sf•OMS/AMSA-14,200sf•UHS-2,000sf•25Acres•Designcompletion-July2001•Constructioncompletion-November2002
RSPARCHITECTS
AFRC/oMs/AMsA/UHs; GReenVILLe, noRtH CARoLInA
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•VOQ/Dormitory-105,000sf•10Acres•Designcompletion-1998•Constructioncompletion-December2000\
RSPARCHITECTS
ARRtC VoQ/DoRMItoRY; FoRt McCoY, WIsConsIn
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•USARC-48,530sf•OMS-5,535sf•Storage-16,300sf•10Acres•Designcompletion-May2002•Constructioncompletion-June2004
RSPARCHITECTS
UsARC/oMs/stoRAGe; MesA, ARIZonA
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