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A. a.(1)(a) i) a)S ($0 ($0 0 (($0 0 0  A_ekqwDocumentDocument StyleI.1.A.a.(1)(a)i)a)jo4Tech InitInitialize Technical StyleS #   1 .1 .1 .1 .1 .1 .1 .1 S  CuyTechnicalTechnical Document Style11.11.1.11.1.1.11.1.1.1.11.1.1.1.1.11.1.1.1.1.1.11.1.1.1.1.1.1.1x?t2PleadingHeader for numbered pleading paper %  &(  N:X` @ `@ !XN  *=X  T:X` @ `@ !XTEX*=EEu[X` hp x (#%'0*,.8135@8:<H?AXuXX?/''*dE*??/''*dE*?\\1\\2\\3\\4\\5\\6\\7\\8\\910111213141516171819202122232425262728  .+(2f$ .B!8888  N:X` @ `@ !XN   <p9`(2Prestige Elite 12cpiJ(2f$ .B!8888  N:X` @ `@ !XN   < 9(CourierBold CRight ParRight-Aligned Paragraph NumbersI.A.1.a.(1)(a)i)a)3|dK<6X9`(Courierd6X@`7@< 9(CourierBoldd `7(B$888888  N:X` @ `@ !XN   d 8:;=V>AHeIdJvKV pi+<6X9`("Courier 12cpi(2f$ .B!8888  N:X` @ `@ !XN   $35;AGMSYa9.1A.1.a.1)a)(1)(a)(3$ .B!8888  N:X` @ `@ !XN    d 3#37=CIQYag1.a.i.(1)(a)(i)1)a) { )f*88  N:X` @ `@ !XN  _*/E#PREENGINEEREDSHELTER  BlackwellIslandRecreationSite""W#4/99 L @\\/13047  1  (;3$2#  0  .3  0  ;y  <<= 8C(3~$ .B!8888  N:X` @ `@ !XN           0   <6X9`(Courier New7i)z+UH { )f*88  N:X` @ `@ !XN  _I/E#PREENGINEEREDSHELTER  BlackwellIslandRecreationSite""W#4/99 L @\\/13047  1  =L5 9+(Courier New Bold=} 0 9Z+,Courier New Italic< 9(CourierBold 8 )f*88  N:X` @ `@ !XN  _  Ӏ@@( PREENGINEEREDSHELTER  11/01  ProjectName(_ftr_ԀB) 13047 - (Courier New Bold .B!8888  N:X` @ `@ !XN   _8:8::F:<[=?% E HK8L/Ldd8HI ! I  **********READANDREMOVETHISPAGEBEFOREPLACINGTHESPECIFICATIONSECTIONINTHECONTRACT**********  (6DIVISION13:SPECIALCONSTRUCTION#6(6u#  @ 886SECTION1304767񀄀7@@(PREENGINEEREDSHELTERf$ 8X$USE:0  366Providingandinstallingonepre-engineeredgroupsheltertoprovide  (  openairprotection.#636#t ## @66 NOTESTO_SPECIFIER_:  H    A.0  Optionswithinparagraphsareidentifiedbyenclosureinbrackets;blank \ spacesenclosedbybrackets[_____]provideforinformationtobeinserted,asappropriate,toindividualprojects. ##   B.0  #6@6`#G/6TOAVOIDCONFLICTINGREQUIREMENTSANDCOSTLYMISTAKES,#6G/#@66Ԁthe_specifier_ | mustedit(delete,substituteoraddtothetext).Theremainingparagraphsmustberenumbered. ## ;8X;AJA  C.0  DELETEFORFINALCOPY:Notestothe_Specifier_,locatedbetweenlinesof  asterisks;all[brackets],underlining,#6@6#G/6boldface#6G/#@66,and#6@6#Hw6italics#6Hw #@66,within d theparagraphs;andthispage.(OpenRevealCodes[altF3]todothisaccurately.) ##   D.0  ToEdit (FooterB):(Corel8).#6@6` #G/6ENTIREFOOTERSHOULDBEBOLDED.#6G/r #@66ԀClick    inthefooteranddeletethe ProjectName(_ftr_ԀB)textandreplaceitwiththe#6@6 #G/6NameoftheProject(upperandlowercase)#6G/ #@66.Replacedatewith !" currentMM/_YY_Ԁ(WITHOUTBRACKETS). ##   E.0  TheGuideSpecificationsareintendedtobecontinuouslyreviewedand y % revised.Userstechnicalcommentsareappreciated.Also,otherrelatedorsimilarspecificationthatarewritten fromscratchthatcouldbenefitothers,orotherquestionscanbesentto_NSTC_ԀA/EGroup,ST110,orcall(303)9876868.#6@6 ## )##  DRAWINGDATAREQUIRED:  )%!+  @66REVISIONSOFTHISSECTION: &5#-  _CSI_Ԁformat,editorialchanges:11/01 '#. Metric:TechnicalUpdate:unknown#6@6# )%0 =  i+'3! ? ? ?  =>=? ? ?  =>JJ@bb-SECTION13047@(PREENGINEEREDSHELTERPART1:GENERAL   1.10  SUMMARY4## Ѐ0  A.0##SectionIncludes:366Providingandinstallingonepre-engineeredgroup  @ sheltertoprovideopenairprotection.Theintentofthisspecificationsectionistoestablishaqualityandperformancelevelforstructuraldesign,material,durabilityandworkmanship.Thegroupsheltercoveredbythisspecificationshallbeaclearspanrigidframe,beam-and-columnstructureofgluedlaminatedrafterbeamswithsixsteelcolumns,devoidofanyvalleys.Thegroupsheltershallbeahexagonwithawidthof45feet.Theroofoverhangfromthecenterlineofeachcolumnshallbeamaximumof2'6".Thespanbetweencolumnsshallbebetween20and24feet.Theroofshallhaveapitchof4:12.TheContractormayproposeanalternateshelterdesignwithchangestofeaturessuchasnumberofcolumns.AlternatedesignproposalsshallbesubjecttotheapprovaloftheContractingOfficer.Additionofacentercolumnisnotanacceptabledesignchange.#636#h## Ѐ1.20  SYSTEMDESCRIPTION|## 366  A.0  DesignRequirements:Thebasicdesignloadsshallincludesnow,wind,   andseismicinadditiontodeadload. ##   B.0  VerticalLoads:d##   0  1.0` ##Allloadsshallbeinadditiontotheapplicabledeadloads.,` #` #   0  2.0` ##Roofcovering,purlinsandprimarybeamsshallbedesignedfora p snowloadaccumulationof40poundspersquarefoot. ` #` #   C.0  WindLoads:Thewindloadonthestructureshallbe70milesperhour, L! exposureB,proportionedandappliedashorizontalandupliftforcesasrecommendedby_ICBO_Ԁ"UniformBuildingCode". ##   D.0  SeismicLoads:Thegroupsheltershallbedesignedforseismiczone2B l % andbeaccordingtothe_ICBO_Ԁ"UniformBuildingCode." ##   E.0  CombinationofLoads:Shallbeaccordingto_ICBO_Ԁ"UniformBuilding "@( Code". ## =48X4=@31.3  _SUBMITTALS_ %!+   A.0  General:_Submittals_ԀshallbeaccordingtoSection01300_Submittal_ &(#- ProceduresandSection01331Certificates. ##   B.0  Manufacturer'sLiterature:Submitfivecopiesofmanufacturer's )%0 descriptivedataformaterialsanditemstobeusedonthisproject,includinginstallationinstructions. ## _ \+'3 = =8 =    C.0  ShopDrawings:Submitfivecopiesofshopanderectiondrawingsforthe  preengineeredgroupsheltertobeusedonthisproject.Drawingsshallbepreparedbyandbearthestampofaregisteredprofessionalengineer.Shopdrawingsshallshowcompletedetailingofallmembers,indicatescopeofwork,sizeofreinforcing,andgaugesofallmaterials.Abillofmaterialsshallbefurnishedwiththeshopdrawings.DrawingsshallbesamescaleasthefullsizeContractdrawings. ##   D.0  DesignComputations:Submitdesigncalculationsforthestructuretobe  @ usedonthisproject.Designshallbeaccordingtotherequirementsofthisspecificationsection.Designcomputationsshallbepreparedbyandbearthestampofaregisteredprofessionalengineer.Thefoundationhasbeendesignedforthefollowingloads: ##      ` _VDL_+LL=11,500lbs  (       ` #636#366_VDL_+WL=2,250lbs#636w"#366Ԁ(uplift) t       ` _HWL_=1,100lbs#636"#366 <       ` _MWL_=9,630ftlbs#636##366   0  0##IftheContractorsuppliesastructurewheretheseloadsareexceeded,submitanewfoundationdesignwithcomputationsfortheproposedstructure.Thefoundationdesignforthegroupsheltershallbebasedondead,live,wind,andseismicloadsandshallbedesignedaccordingto_ICBO_Ԁ UniformBuildingCodeandtherecommendationsofthe_geotechnical_ԀengineeringevaluationreportbyStrata_Geotechnical_Engineering&MaterialsTestingonApril16,1998.#636^$#366ԀThedesign D computationsshallbepreparedbyandbearthestampofaregisteredprofessionalengineer. ##   E.0  TestData:Submittestdataforstrengthofsteelsectionsandother d requiredphysicalpropertiesofthestructurestobeusedonthisproject.Testingshallhavebeenperformedbyanindependenttestinglaboratorywithin3yearsofsubmittingthereportforapproval. ##   F.0  CertificatesofConformance:Submitwrittencertificationfromthe L! supplieroftheContractorfurnishedpreengineeredgroupsheltertobeusedonthisprojectthattheyconformtotherequirementsofthisspecificationsection. ##   G.0  Samples:Submitasampleoftheroofingmaterialtobeusedonthis 4!& project.Colorshallbeasspecifiedherein. ## 1.4  QUALITYASSURANCE # )   A.0  Manufacturer'sQualifications:Thegroupsheltershallbethedesignof %!+ amanufacturerwithatleastfiveyearsexperienceinthefabricationofpre-engineeredgroupshelterstructures. ##     B.0  RoofConstructionCertificationRequirements:Theroofconstruction <($/ shallbeinaccordancewith_UL_Ԁ580andcarryanUnderwriters'LaboratoriesConstruction(Uplift)classificationofnotlessthanClass30. ## K  $,(4 <[ < <  K  C.0  FailureCriteria:Notlimitedtothefollowing:##   0  1.0` ##Structuralfailureofanymemberorconnection.L` #` # 0    2.0` ##Rustingofanymember.` #` #   0  3.0` ##Movementofmemberssufficienttoopenjointsofroofing.X` #` # 0    4.0` ##Roofupliftduetowindforoneyearafterprojectcompletion. ` #` #     5.0 ` Looseningofroofpanels.l` #` # 1.5  DELIVERY,STORAGE,ANDHANDLING x   A.0  Delivery:Allmaterialsshallbecompletelyfabricatedandpreparedfor    shipment,includinganynecessarycratingorbundling.Carefullyremovetimbercomponentsfromconveyancesoastomaintainintegrityandappearanceofstructure.Scratchedordamagedmemberswillbesubjecttoinspectiontodetermineacceptability.Scratchedfinishmustbesandedsmoothandtouched-upimmediatelywithaclearpenetratingsealerprovidedbythemanufacturer.DamagedmembersmayberequiredtobereplacedatContractor'sexpense.Retainsheetsinroofersoriginalpackaginguntilinstallation.Crimpingofanyportionofthesesheetswillbeabasisforrejection.Storeundercoverinalocationremotefromconstructionoperations. ##   B.0  Storage:Storeinanareaprotectedfromtheweatheruntilreadyfor h erection.Keepmembersseparatedwithwoodstripsandelevatedonblocksfarenoughoffthegroundtoprovideaircirculation.Coverthetopandbottomofthememberswithmoistureresistantpaper.Usenonmarringslingswhenhandling. ## 1.6  SEQUENCINGANDSCHEDULING    A.0  InstallationConditions:Groupshelterfoundationshallbeinplaceand , inaccordancewithSection03310StructuralConcrete,02322ExcavationandFillforStructures,andasdesignedbythemanufacturer.Roofconstructionofsheltershouldbecompletedasdrawnandspecifiedpriortoinstallationofmetalroofing. ## 1.7  WARRANTY X#   A.0  RoofRequirements:Furnishawrittenwarrantyfromthemanufacturer l % certifyingthemetalroofingforaperiodofatleast20yearsagainstanymanufacturingdefectsthatwilladverselyaffecttheperformanceoftheroofandthatthemetalroofshallresistdamagebywind,includinggusts,upto70milesperhour. ## PART2:PRODUCTS %!+ 2.1  MATERIALS &(#-   A.0  Thegroupshelterunitshallbea45foot,hexagonalpavilionby_RCP_ <($/ Shelters,Inc.,935CentralParkway,Stuart,Florida34994,JensenBeachModel,orapprovedequal,withthefollowingsalientfeatures: ##     1.0 ` Beams&Purlins:Shallbemanufacturedofstructuralglued *'2 laminatedwoodcomponents(kilndriedSouthernPine)inaccordancewith_AITC_Ԁ117.Alllumbershallbeaminimumofappearancegrade. $,(4 Allmembersshallreceiveonecoatoffactoryappliedsemitransparent,exterioroilbasedstain,CapeCodGray#911incolor,penetratingsealerbyOlympic,orapprovedequal. ` #` #   0  2.0` ##RoofDecking:Roofdeckingshallbe2x8inchesnominalthickness, X kilndriedSouthernPine,No.1Gradeorbetter.Deckingshallbesingletongueandgroove,edge_veed_Ԁononeside.Alljointsshalloccuroverbeams.Membersshallreceiveonecoatoffactoryappliedsemitransparent,exterioroilbasedstain,CapeCodGray#911#636'#366Ԁincolor,penetratingsealerbyOlympic,orapprovedequal. @` #` #   0  3.0` ##FasciaBoards:Membersshallbe2x6inchesnominalthickness,    kilndriedSouthernPine,No.1Grade,orbetter,andshallbepressuretreatedinaccordancewithSection06311(PreservativeTreatedLumber).Fasciashallbefreeofanygroovesorincisions.Membersshallreceiveonecoatoffactoryappliedsemitransparent,exterioroilbasedstain,CapeCodGray#911#6369>#366Ԁincolor,penetrating t  sealerbyOlympic,orapprovedequal. ` #` #     4.0 ` Roofing:Shallbeinterlocking#636@#standingseamroofingconsisting   of12incheswidenon-embossedflush-facedpanelsofnotlessthan24U.S.gaugesteel.366Panelsshallhavea_GALVALUME_Ԁsubstrateand  shallbefactorypaintedwitha_Kynar_Ԁ500fluorocarbonpaintsystem.PanelsshallbeMedallionIasmanufacturedby_McElroy_Metal,Inc.,orapprovedequal.ColorshallbeRegalBlueandmatchingcolorridgecaps,insideclosures,hemmedgableandrakeedgesshallbeprovided.#636 B#Roofingshallbeattachedwith_woodgrip_ | screwfasteners.Longitudinalinterlockingribsaswellasanytransverseendlapsshallbeproperlysealedaccordingtothemanufacturer'sinstructions,withnon-dryingsealant.366P` #` #   0  5.0` ##Columns:ShallbesteelinaccordancewithSection05120  StructuralSteelandshallbefactoryprimed.Touchupanychipsbeforepainting. ` #` #   0  6.0` ##Hardware:Allhardwareforassemblingthestructureshallbe p designedandsuppliedbythemanufacturerofthegroupshelter.HardwareshallbeinaccordancewithSection05120StructuralSteel. ` #` #   0  7.0` ##Painting:ShallbeinaccordancewithSection09900Painting."` #` # PART3:EXECUTION  $ 3.1  ERECTION 4!&   A.0  Installation:Erectionofgroupsheltershallbepermanufacturers' "@( installationinstructions. ## @00,ENDOFSECTION#636E#