HomeMy WebLinkAboutPERMIT 6372 new house 273 Solomon Dr 1998•1___________________-—-—--TOWNOFESTESPARKBuildingDepartmentN26372Date(BLNLDINGADDRESSQ43)OLflYIIQflk9.L.t1--yLegalDescriptonJIriavc?ecrCcTw7flrcIFai$Jcr.91Js89Lt.L—()Valuationtib:3534a3OV1BuildingPermaIgqat&PlanReviewI,NAMEjor+i.J4.MuRniYotherso?.87N911L1’<F1VLLOLc)cZ—r.ts1CerMicaceof0ccupancEMAILINGADDRESSjtyyeçIzqq7.oRPHONENUMBERTotalB;NAMEifl:7•:ADDRESSTSoCssrer.4ae4c,Ca.Sort?ES8C-57T4jPHONENUMBERTOWNLICENSENO.1‘7ffsignor/EngineerEgNAMEFADDRESSN;rne/Y6bECKE&R.AddressTOWNLICENSENO.PhoneNumberPCNAMELOUNZONINGINFORMATIONMTADDRESSB.B.ZoningDistrict5BUREAUOFTHECENSUSITEMTOWNLICENSENO.FrontYardSelbackTypeofConstructionIFR.IIFR,II1-Hr.,IiN.1l1-Hr.,IllN,IVHT,V1-Hr.,SideYardSetbackOccupancyGroupA,U,E,F,H,I,M,5,UDivision1,2,2.1(24,5,6,7RearyaidSetbackFLOODPLAINCHECKCLASSOFWORKApproved“DisapprovedNewDemolishCommentsFloodZone:KAlterationIRepairAdditionRemove,.be1A-cByJSDate3-n‘isUseofBuitdingf;we7n,,.<yiherebyacknowledgethaLIhavereadthisapplicationandstatethatFloorAreatct_..Basement71st5Z2nd5’b4GarageU-v?theaboveiscorrectandagreetocomplywithallTownOrdinancesano\SizeciBuilding“,j(ffLf1-HeightzIStateLaws,regulatingbuildingconstnjctionandzoning.MaximumOccupancyNumberofFamiliesPermutes.—,N’jmberofBaths½kyullSizeofLots2’g072?“h-sy41NumberofFloors3.No.Bedroomsj.NumberofBuildings/7’NowonLot,4/oA’é’VC2•qr_#:>‘E.(y—UseotBuildingsNowonLot4%ByBng&rCertificateciOccupancyNumberJcyz.5——z—z-g—TheBuildingDepartmentwillmakeeveryefforttopreventerrorsinyourapplicationandpermit,butcannotberesponsibleforyourfailuretocomplywithallBuilding,Zoningandotherapplicablecodes.
TOWNOFESTESPARKBUILDINGPERMITAPPLICATIONNUMBERA,3LFORNEWRESIDENTIALCONSTRUCTIONCustomer:PleasecompleteareaaboveredlineandsubmittoBuildingOfficial.OWNERET0th.)(.fl1uxRP)4/PHONE________MailingAddress9JpEI.kHOLLn&(Zi,ESTtSCFFLCIEBUILDINGADDRESS/JOBSITEa73Sot-pn-it,*3DRiVCLotI7BlockSub3RAGENERALCONTRACTORfl1g6D’reRrnn)eiDPHONEMailingAddress____________________DESCRIPTIONOFWORK&nJ1TOWNLICENSE#A&PJkYSJ)OLrPmnisu.iVALUATION:ooflDEPOSITREQUIRED:SingleFamily:$2,000Multi-Family:$1,500perUnitCheck#:/o&7NOTE:BuildingPermitApplicationsmustincludeinformationasrequiredontheattached“BuildingPermitSpecification”tobeconsideredcomplete.ItemsIthruIVmustbeverifiedbytheApplicant.IncompleteApplicationswillbereturnedtotheApplicant.Approved/24/k3yXrSub-totaldue,(02.7.08cPCO.OLessDeposit-_______________TOALD(_•/4.TOWNCLERKPriortotheissuanceofanyFinalInspectionorCertificateofOccupancy:(1)theownerorgeneralcontractorshallprovidetheTownwithanaffidavitlistingallcontractorswhoprovidedlaborforconstruction,repair,and/orremodeling,and(2)allcontractorslistedonthisAffidavitshallobtainaBusinessLicense.DATE3-9-92’(24Rk,(CD.cY&c5/YParcel#353.423011#1.PUBLICWORKSDEPARTMENTENGINEERING/Right-of-WayPermitRemarks________________________DATEAMOUNTDUE0In/OutApproved(t11t_.FWATERDEPARTMENTAMOUNTDUE)99oRemarks-ApprovedLIGHT&POWERDEPARTMENTAMOUNTDUE42.4Q.cc,RemarksA&ea%AA4an—.a25/a7ie/3/•3.COMMUNITYDEVELOPMFJVIEDEPT.Remarks___________________________________ApprovedcL4i2flZ.3//s/s/ia-AMOUNTDUEE9’47o4,
TOWNOFESTESPARKBUILDINGPERMITAPPLICATIONNUMBERA-C3T2-FORNEWRESIDENTIALCONSTRUCTIONBUILDINGADDRESS/JOBSITE213S0ComOPage25.UPPER,UOMPSON(2220AIaURoa4)ORE’iTFS7’?lNASAN.,)ISTR(CT(386WRiversideDrive)Remarks6.Approved)2fleAa--COLINTYJIFALTHDEPARTMENTRemarksApproved(Building\2applicases\January10,1998)
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RPtCQNTRACTOR/SUBCONTRACTORBUSINESSLICENSEAFFIDAVIT11-95.pplicantName;H.3.J\LDBICHBUILDERS,INCBusinessName:N.3.ALDEICKBUILDERS.INCMailingAddress:90ComanchetIC,EstsPprknflRnsiBusa.nesaiameCoutg’I-I1rieCompleteA4dreas14c.Ifr.1W4&kStar’4ç?n1Q?1—3e,pbkek’&\Le4e@o.ceLLt-._____r__________Pa4’7Sdt35jtPc7ie—2o,.&CR74L1eeh(v,5$rJW—tck3473CP.MkJ034(4Woa,&7eFC5rçekTtt’QS/it.b29L&U)’(o&c3739‘--r-clkX(kcçft.t9Dkco’I&!4D(k4pe(‘9..399aA1sAflel-rNi/ak?cQw‘7/I-certifythatthisAffidavitrepresentsacompletelistofcontractors/subccntractothatprovie-dwork/servicesontheprojectdescribedabove,andIunderstandthatFin-InspectionorCertificateofOccupancywillnotbeissueduntilallcontractor‘subcontractorslistedabqvehaveacquireacurrentTownofEstesParkBusinessLicens/i./________________Date:_____RETURNCOMPLETEDPORNTO:TOWNCLERK’SOFFICE,TOWI0”EST3SPARK,P.O.BOX1200,ESTI.SPARK,CO80517Initialedby:TinClerk:___Date:BuildingOfficial:_____bazjPhoneNumber:(970)586—57Q6addressofProject:.23SçTypeofProject:j_VLh_isBelow,andonreverseside,listallcontractors/subcontractors,whoperfomecwork/servicesfortheaboveproject,providingbusinessname,contactname,completEaddress,andcurrentTownofEstesParkBusinessLicenseNumber,ifknown.IApplicant’sSiqnatureDate3-j&-
273LOfl1c.v4.VALUATIONSCHEDULE..W/?VGt5F4ni,/vBASEMENT-UNFINISNEDZCSQ.FT.@/Z.C’f=BASEMENT—FINISHEDSQ.FT.0/46!=DWELLINGS:(oo&)AVERAGEV—MASONRYSQ.FT.@‘9.’7AVERAGEV-WOODFRAME...çIt&5Q•FT.@/3“zj5z/GARAGE:WOODFRAME4ZQFT.0/1‘?-otMASONRYSQ.FT.0OPENCARPORTSSQ.FT.QIl8=PATIOSORPORCHES—OPENZC&SQ.FT.@j0qgPATIOSORPORCHES-ROOFED.SQ.FT.0=OTHERArfl,efl4C.€oApncrc#c’t,)DJ95o=OTHER°&set-(avy)TOTALK88I/3.at%I”ZC”50?g7Co.—s.
Owner________ServiceAddressinNCWCD?SWATERTAPSNoPtSub-Total=_______Multi-Family0.7perD.TJ.42,690.00x_________=__________Meter/ROSize_______$.x__________=__________Labor/TapContractLineAgreementSub-Total=________Accommodations0.6perD.U.$2,300.00x__________=__________Meter/ROSize_______$_____x__________=__________Labor/TapContractLineAgreementSub-Total=________PF/WRNon-AccommodationsCommercial.05perP.F.V.$190.00x_________=_________MEMeter/ROSize_______$.x__________=__________MALabor/TapWRContractLineAgreementSub-Total=________TOTAL$3,840.00105.00Residential1.0D.U.Meter/ROSize3/4”Labor/TapFilingFeesContractLineAgreementxx3),ojqdLSPF/WRMEMAFFWRPF/WRMEMAWRPR/WRMEMAWR*5attachedfixturevalueunitsheet
BUILDINGPERMITSPECIFICATIONSREQUIREMENTSFORPLANSSUBMITTEDWITHAREQUESTFORABUILDINGPERMITUNDERSECTION106OFTHEUNLFORMBUILDINGCODE.PLANSANIISPECJEICATIONS:WitheachapplicationforaBuildingPermitandwhenrequiredbytheBuildingOfficialforenforcementofanyprovisionsofTownOrdinances,twosetsofplansandspecificationsshallbesubmitted.MIplansshallshowthename,addressandbusinesstelephonenumberofthepersonwhopreparedthem.Anarchitect,registeredintheStateofColorado,shallpreparetheplansandspecificationsforandshallsupervisetheconstruction,alteration,addition,remodelingorrepairsofallstructureswhenrequiredbytheBuildingOfficial.Onesetofplanswillremainonfile.Onesetisreturnedtobekeptonthejobforcontractorsandinspectorsuse.Plansforalterations,repairsorresubmittalsneedpertainonlytoworktobedoneorinvolved,butmustbecompleteenoughtodemonstratethattheycomplywithZoningOrdinancesaswellastheBuildingCode.Planspreparedbyanarchitectorengineershallhavethestamporsealofthearchitectorengineerresponsibleforpreparationofthepians,applieddirectlyto:1)eachsheetofthereproduceddrawings,2)addendaandrevisions,3)thecover,titlepage,andtableofcontentsofspecifications,and4)thetitlepageofengineeringreports.Throughthesealshallappearthesignatureofthearchitectorengineerandthedateofsignature.PLANSWILLNOTBEACCEPTEDTHATHAVEBEENMARKEDWITHAREDMARKERORREDPEN.BeforeSubmittingPlan,Applicantshouldcontact:•Light&PowerDepartmenttodeterminetheservicehookuppointandmeterlocations.•WaterDepartmentforavailabilityofwatertothesite,taplocationandmeter/readoutlocation.APPLANflECUPOCOMPLETMNThisinformationmustbecompletedtobeRouted.I.,.-PlotPlan-Site/Plotplansshallincludethefollowinginformation:VA.Identifyscaleused.Scale,1”=lO’or20’or30’.Maximumsizepaperthatwillbeacceptedis24”X36”.Propertyowner’sname,lot,block,subdivisionnameandfilingnumber.C.Dimensionsofplatandallpropertylines.(LotDimensions)VD.Dimensionsoffront,rearandsideyards.(Includeatleast3swingtiestolotcorners,2ofwhichareperpendiculartothebuilding.)w/swingtiestolotlinesand/orcorners‘E.Locationanddimensionsofhouse,garage,carportandallotheraccessorybuilding.(BuildingFoundationfootprint.)______F.Identifyallutilities,existing&proposed.Size,length,locationandmaterialofallwater,sanitarysewer,stormandgaslines.______G.MImeterlocations.WaterandElectricmetersmustbetogether.I—Checkiftemporaryconstructionelectricalserviceisrequired,Directionaldesignation(north).I.Namesofalladjacentroadsandshowaproposeddrivewaylayout.Showexistingeasementsforutilitiesincludingoverhead._____KArrowsshowingproposeddrainagedirection.1z’L.IfthepropertyisinaFloodPlain,agradinganddrainageplanmustbesubmittedwiththepermitapplication.ApplicantswhosuspecttheymaybebuildinginaFloodPlain,shouldcontactJohnAllmanBuildingOfficial586-5331,extension3402.
aThENERGYCONSERYINfiALTERNATWESI.Minimuminsulationstandardsforresidentialbuildings:A.InsulationhavingaminimumR-valueofelevenshallbeusedinallexteriorwallscontiguoustounheatedareasabovegrade.B.InsulationhavingaminimumR-valueofnineteenshallbeusedinallexteriorceilingsofheatedareasabovegrade.C.Allwindowsabovegradeshallbedouble-glazed.D.Allexteriordoorsordoorsleadingtoheatedareasabovegradeshallbeweather-strippedandslidingglassdoorsshallbedouble-glazed.II.Allcommercialbuildingsover5,000squarefeetmusthavecompletethermalanalysisbyregisteredarchitectorengineerlicensedintheStateofColorado.RESUfla&Aresubmittalmustbedonewhenmakingchangestoyourplansthatchangethestructure,suchasmovingbeamsorchangingbeamsueorheadersize,enlargingwindowsordoors,changingfloorjoisttypesizeordirection.Twosetsofplansarerequired.Minorchanges,suchasmovingasamesizedoororwindowafewfeetonthesamewallormovinganon-bearingwallusuallydonotrequirearesubmittal.TheBuildingOfficialwillhelpdetermineifyouneedtoresubmitplans.Ifsquarefootageisaddedorifthestructureisrelocatedontheproperty,threeadditionalplotplansarealsorequiredwiththeresubmittal.Toavoidtheseadditionalcostsandpossibledelayofyourproject,itisbesttohaveyourstructuralissuesandbuildingplacementresolvedbeforesubmittingforabuildingpermit.ADMINISTRATIVEAPPROVALS:PriortoBuildingDepartmentreview,thepermitapplicationandtheplansandspecificationsarerequiredtobereviewedandapprovedbylocalgovernmentaldepartmentsresponsibleforzoning,waterandsanitation,fireprotection,accessroadsandotherimprovementsonpublicproperty.TheBuildingDepartmentreviewsplansandspecificationsforconformancewithadoptedmodelcodesandstandards.ThelengthoftimerequiredforplanreviewdependsonthelevelofconstructionactivityintheTownofEstesParkatthetimeofsubmittal.Uponcompletionorreviewthegovernmentaldepartmentmustsignanddatetheroutingslipandeachsetofthesubmittedplans.LocalGovernmentalDepartmentsresponsibleforreview:CommunityDevelopmentDepartment-PlanningDepartmentorotherindividualsresponsiblewillreviewtheplansforzoningcompliancewithintheapplicablelandusezone(use,buildingheightandsetbackstopropertylines,etc.).ThePlanningDepartmentshouldbeconsultedforzoningrequirementsandrestrictionspriortodesignwork.Pleasecall586-5331andaskforJohnAlIman(BuildingOfficial),BobJoseph(TownPlanner)orSteveStaniey(CommunityDevelopmentDirector).EngineeringDepartment-EngineeringDepartmentswillreviewtheplansforcompliancewithrequirementsforaccessdriveways(lessthan12%slopeforerosioncontrol),culverts,easementsandsitedrainagefacilities.Pleasecall586-5331andaskforeitherBillLinnane(PublicWorksDirector),GregSievers(Construction/PublicFacilityManager)orShawnKraft(015SystemAnalyst).WaterDepartment-WaterDepartmentwillreviewtheplansandveritythelocationandsizeoftheproposedwaterservicelines.Willveri’compliancewithrequirementsforelevation(mustbelessthan7,850’orThunderMountainandMarysLakeareaslessthan8120’)adequateserviceinareas(nearaTownownedmainorincludedinNorthernColoradoWaterConservancyDistrict)andcheckthatthereisonlyonetapandserviceperlot.Pleasecall586-5331andaskforeitherBillLinnane(PublicWorksDirector),BobGoehring(WaterSuperintendent),GregSievers(Construction/PublicFacilityManager)orShawnKraft(GISSystemAnalyst).LightandPowerDepartment-Theelectricutilitywillreviewplanstoveril3.’theavailabilityandlocationofelectricservicelinesinyourarea,andtoverifyrequirementsfortheinstallationofelectricservicetoyourproperty.Theywillalsoverifyandapproveanacceptablelocationforelectricmeters.Pleasecall586-5331andaskforMikeMangelsen(AssistantLight&PowerDirector),EdDragon(LineSuperintendent),JerryBrumleve(MeterSpecialistForeman),TomOldham(Storekeeper)orRon:Beitz(LineEquipmentSpecialist).HealthDepartment-TheLarimerCountyEnvironmentalHealthDepartmentreviewsplansforcompliancewiththeStateofColoradorequirementsforfoodserviceestablishments,installationofindividualsewagedisposalsystems,andpublicswimmingpools,spasandhottubs.Call577-2050.
TOWNOFESTESPARKRESIDENTIALPLANCORRECTIONLISTASSUMPTIONSDesignInformationFrostline30inchesbelowgrade;windspeed90MPH;40lb.liveloadonroofs;60lb.liveloadonbalconies;40lb.liveloadforresidentialfloorsystems.ApprovedNumbersorAddressesBeprovidedforallnewbuildingsinsuchapositionastobeplainlyvisibleandlegiblefromthestreetorroadfrontingtheproperty.Section502UBC.JOBADDRESSGeneral273SohO’fl04JCt1.Submitfullydimensionedplotplanincludingutilitiesandpropertylinesetbacks.2.Givenanieoffirm/personresponsibleforplans.Foundations3.Providefootingwithaminimunidepthbelowfinishnaturalgradeof30inches.TableNo.18—1—DUBC.4.Specifygaragefoundationstomeetrequirementsasforaone—storybuilding.5.Boltfoundationplatesandsillstothefoundationwithboltsspacednotmore4’O”apart.Embedboltsatleast7”inconcreteorreinforcedmasonry(use1/2”x10”sillbolts—EstesParkisina90MPHwindspeedarea).Appendix:2365.5.3UBC.6.Plates,sillsandsleeperswhichrestonconcreteormasonryshallbetreatedwoodorNo.2foundationredwoodorbetter.Section2317.4UBC.7.Theminimuntthicknessofconcretefloorslabssupporteddirectlyonthegroundshallnotbelessthan31/2inches.Section1924UBC.8.Dampprooffoundationwallsenclosingabasementbelowfinishedgrade.Section1402.4UBC.
FRAMING9.Providewoodspeciesandgradeforalllumber,plywood,particleboard,glued—laminatedtimber,andprovidemanufacturedjoist—trussinformation.Section2305UBC.10.Provideastructuralsectionwhichshowstypicalfrainingconditionsforthisproject.Scale3/8”=1’O”forclarity.11.Roofraftersover—spanned.(Liveload40lbspersq.ft.inEstesPark).12.specifyroofcoveringmaterialsandapplicationinareassubjecttowind-drivensnoworicebuildup.chapter15UBC.13.Provideraftertieswhereceilingjoistsandraftersarenotparallel.section2326.12.6TJBC.14.showdoubletopplatesattopofstudwalls.Section2326.11.2UBC.15.Provide22”x30”(or30”x30”formechanicalequipment)minimumaccesstoattic.Section1506.1UBC;Section305UMC.16.SpecifyceilingjoistspanstocomplywithTableNo.23—I—V—J-3uBc.17.Providesizeofheaderforopeningsover4’O”wide.Aheadertablemaybeusedforthispurpose.18.SpecifyfloorjoistspanstoconformwithTableNo.23—I—V-J—lUBC.19.Providedoublejoistunderparallelbearingpartitions.Section2326.8.5UBC.20.Provide18”x24”(or30”x30”formechanicalequipment)underflooraccessopening.Section2317.3UBc;Section320.1UMC.21.Provideunder—floorclearanceasspecifiedinSection2317.3UBC.Provideunder—floorventilationequaltoonesquarefootforeach150squarefeetofunder—floorarea,Operablelouversmaybeused.Section2317.7UBC.
LIFESAFETY23.Stairways:Maximumrise8inchesanda9inchminimumrun.Minimumheadroom6feet8inches.Width36inches.Section1006USC.24.Thetopofhandrailsshallbeplacednotlessthan34inches,ormorethan38inchesabovethenosing.Endsshallbereturnedorshallterminateinnewelpostorsafetyterminals.Section1006.9UBC.25.Basementsindwellingsandeverysleepingroombelowthefourthstoryshallhaveatleastoneoperablewindowordoorapprovedforemergencyescapeorrescue.Section310.4UBC.26.Smokedetectorsshallreceivetheirprimarypowerfromthebuildingwiringandshallbeequippedwithbatterybackupinnewconstruction.Section310.9UBC.Asmokedetectorshallbeinstalledineachsleepingroom,corridor,orarealivingaccess.Adetectorshallbeinstalledoneachstoryandinthebasement.Section310.9nBC.MECHANICAL28.Wheremechanicalventilatingsysteminbathroomsisused,providefiveairchangesperhourdirectlytotheoutside.Thepointofdischargeofexhaustairshallbeatleast3feetfromanyopeningsintothebuilding.Section1203.3UBC.29.provideeverydwellingwithapprovedheatingfacilities.Section310.11UBC.Showwaterheaterlocation.Section509.0UPC.Showhowwaterheaterandfurnacewillbeprovidedwithoutsidecombustionair.Chapter7UMC.32.Providecompletedetails,makemodelandlistingoffireplaces.
C—GARAGE33.Donotshowopeningsfromgaragesdirectlyintoaroomusedforsleeping.Section312.4UBC.34.onthegarageside,installmaterialsapprovedforone—hourfireresistiveconstruction.Specifyself—closing,tight—fittingsolidwooddoor13/8inchesinthickness,oraself—closing,tight—fittingdoorhavingafireprotectionratingofnotlessthan20minutes.Section302.4Exception#3UBC.ADDITIONALCOMMENTS35.-.--}--tS-!-S%rvn-
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6 -2495
7 -2660
8 -340
AC RD (SI
.00 .58 .58
.07 .58 .66
.08 .40 .48
.03 .43 .46
.03 .43 .46
.08 .40 .48
.07 .58 .66
.00 .58 .58
jI Name:ALDRICH LOT 17 Truss ID:Al Qty:12 Drwg:C098268223-OOI
+B F (Si l,EB PORT (SI
2-9 221 .10 S-fl 258 .13
3-9 258 .13 6-il 221 .10
3-10 -684 .66 1Ra -2443 .33
4-10 1163 .22 SZ’5 -2443 .30
5-10 -684 £6
‘ID?G3
air am
I
7-8-9
±1(1-8-9
3:t’fl24 (ai)
1,999 fl4 >24 10-fl
Is -.20”t -.10’7—-.31”
=Joist Lm’stiOl =
1 0—0-0 728-0-0
2 4-8-0 8 0-0-0
3 9-4-0 9 7-0-0
4 14—0—0 10 14-0-0
518-8-0 1121-0—0
623-4-0 1228-0-0
4-8-0 4-8-0 4-8-0 4-8-0 4-8-0 4-8-0
4-8-0 9-4-0 14-0-0 13-8-0 23-4-U 28-0-0
I 4—Il—Il I 4—Il—Il
6.00
1 2 3
1.5-3
3.5-63.5-6
6-6
5-6
-6.00
3.5-6
‘4 ‘6 7
1.5-3
.5-6
2—Il—fl
I
8-3-IS
10-8-9
28-0-0
8 9 10 II
7-cl-fl 7-0-0
7-0-0 14-0-0
p
WNDSOR
ISvsi.iss-Co
45)Ns.ribNrk U,Gala Np’w,ri.(1)S0907
7-0-0
21-0-0
Truswal Systems Plates are 20 ga unless shown by “18’(18 ga.)or
‘R(16 pa.),pDsioioned per Joint Report.Circled plates and false
frerrie elates are ocastioned Se sEcant above.
_______________
I YARNiNG Read all notes on risEs s/sea and give a copy of it to the Erecting Contractor.
‘Ibis dcsi(r.is or Sc bdjvidsJ bu2oiig compeicaiL I ins been based is:s ifl’ea:ioes rovided by the 000p4Aicbi mal;uiac:ie:er nd done ri
,ccord.mcc jib the current vcrsimis :11 I”sri AUI’A d asian:sins.No reepoinsihilily is .ssssiincd for dimensional accur.scy.Dimensions are io be
vehi5ad by he compoises::r rafic’.urer anion beil,i5g dcs,:e,pta:r ro Iabnor:ois.‘Ike b •j,ij’ü drsgiier shall ae.nairi ‘isi the hutS adOred on
hit Cs a pee or excecal the iraS is;imposed by iSo local bsfJing eJe.Ii is esnsuir.ei lul Ite op chord is sic-sty b raseL is>the nii or flwr
shcaihui anj Ike birnom chord is L’icraliv srace1 by ricid s:.s’.ting miens dree Is olbjek.ed,issiess odeerwise rioted.ltr.iuirig thu-so is for lateral
sispron of eiicp4icecis meix5;rs iir,i’a reduec 5ur.SsS’oasiS ‘ItS oonpu;issi ii’ail ‘at be pLaced 0 sey er.virisimcal ibis’wi3 came the moisiisn,e
Colilcill of lie wixNl eXceed 95 .sisJ!ue Cause Ct’islieCl’l ptiioriiircisioii.[Sb niesa,leji id 1c OisL_2 and brace ilin 115155 ILlS econlance with (lie Iofawja
Liablisria:‘‘[KI SCUM MANUAL;,by Tniswel,‘QI AI.I’I’V (SINTKOI.S’IANIJAKI)Qg ML’I’AL PLA’EF CIINNIcfI€l)Wool)‘rIO ISSES’-
(QSI-’xi,‘IIANI)LING INSTAllING ANT)IIRA(’ING NIUfAI.l’IjVFt (‘GNNECI’ljl)W00I)’l’RIJSSIfS’-(IlIIl-91)and ‘11111—91 Sl]MMAIIY
l’iLllllisllI liii Iii iidllse tins —S ii 3 is s_I 111r
TB?:73.3
01k:LB
Do-nor:LB
1’
iWO:446
Cust.er Nanva:
#LC 6 1EP15
TO Live 400 pot
TO Dead 10.0 pot
BC Live .0 path
BC Dead 10.0 pof
en ti
DiasSacs L=i.15 P=1.15
Rep btr End 1.15
0.C.Spscing 2-0-0
010
LicE.‘.sac.s.,s:L/2iu
I
eG X-tt R7’CI’SI ‘D
1 0-1-12 5477 350”2.92”
2 12—1-12 5477 3.50”2.92”
20 ,_A’C 20 (SI
1 -6295 -14 .26 .39
2 -6295 .14 .26 .39
too.,av si
1 5513 .16 .42 .53
2 5513 .16 42 .53
1-SB FSS SI B RR’Lt
2-5 443 .40
icx t!’2i (ij
W995 fl 4-S c.,1E)
p-.0S”Du-.04”T.il”
Joixt Ltiao =
1 0—0-0 4 0-0-0
2 6-1-12 5 6—1-12
312-3-3 612-3-8
‘10?G)Z’c4 SW C650F1.5E
FL 19S0F-1.
tcO SW fl650fl.SE
L,ther shear ai1aah1 P.--
P,at irarjr is ruxai u,’oirs)to
prt lrtaLiaVtavlasu,See 1-UB-91 and
‘2’SI7I?I 1-1995;10.3.4.5 a’d 10.3.4.6,
2-I’L VS
REQUIRE])
Truss ID:Dl Qty:
Pbt1n4 o PSI/I?I -1995
1505 LIG4 IS ‘11€O’1’IE tf (F
>U2’IRE IcD rB53S.
PJJE WilliS FSR I ?5RJ-l Rr 1607.
Lcaiad f-10 PSF rn,-canartat 3L.
2-1(211 Nail w/1C L(,utr ts-91
Sect.12)in:‘tO-2/ft Bc-S/ft -2/ft
Truewal Systems P1aes are 20 ga.unless shown by “18(18 ga.)or
“0)16 pa.),positioned per Joint Report,Circled plates and false
frame n1 ares are pee Ic ionsa as shown shows.
WARNING itetid all notes on this sheet and ,,‘ile a copy of it to the Erecting Conrracwr.
!lThs dair.is for iraivi1u b.itdL;g om?.acnt.Ii us bent Liscd t’-:c.,i-;.sc:csiutt by:no,,teal mouIanurer and dn’.e in
a:cord.,n:e with the carr,n’,,‘crsicts ot TI’!non ADA dcs’61:slamlnrds.No rc,pocaibility is assu:ned lot dimcnsltsctl occnrJ:v.Dim:rouns are tube
verified bvt in co:r.psr;cm nnojL,cn,er aad’or building dcsigncr prior S f.,brk_.on.The bu,!di,’r de.uicncr siull nsceruu:that the o.,ds utiired cm
the d c,t.in cccl or excecd Sc uadir.g imposed by the s,;iiduie cccl,:.It i .nsutr.rd dot the up chn:n is aicr.Wy brjccd H’,:ha:n-a!or loot
sheathing ‘of the bottor ci;urd is L,lur.llv bnccd Sy a rn-if sheaf’sg mown-I direct my alL,chcd.‘since otherwise noted.i’r.au shown Is for s,inr$
sopson of compelcoes nembre ply to reJect banLlH;I:i:c S.This cn:npo:lrcl sn.:1 not be pL.ced mar”ccviroc:r,cr.I lip!will cause the moisture
co.tlenp of the oo.J ,ofl 191 .eej’o;nat es,tlei’t,t’.curro,i,m.Fab.;,ole.lt.ndic,ir’aLf of br.srn his Ire’s a accordance sv,th the .isluyin
stindards:TRUSC IN!MANUAl,’-by ‘Insewal.‘QI AI.F[’Y (‘ON’[R(il.StANDARD FUR ME’IAI.FLArE CONNEC1LI)WOOD TRUSSES
‘lI,\I).fN(i INS ItIIMi AM)!lRAflNtiM.’l’AI.ll,A’tlCON’jt I’fSl)W 1D’fll0AE,S’-(llln-cIie,d ‘0111-91 SI,l\iAR
astlEEl’’by II’!.1 he!Ice,lOin l,,stitlilc (‘II’!)t5 sKoled ‘ii 5i3 l)’ls,l,,irir,Dve,isl.oi:o,‘tscu,i:,,i557Ie.‘i.e An.;i_,,,
2 Drwg:C098268223-OO5
tJaan’FFcrlw(s):
axzt 1 -7654
sent 2 -7654
This cites is &eaigned ‘smug the
‘s.
mai y,n-d z-=
Rrnm/fJan ldxse =Ho ,p ilteçjay =C
Bl La3th 99.OOft,B1 Wt±h 60.00Cc,
t’sn zwt Itit =17.89Cc,NIH —100
assifi.ticn =3,Demi Lrd —20.0 pcI
ltttD aiss #1 I24 ia’rs
Dir L.plf L.1 R.Plf R.I LZ4L
‘luVect 100.0 0—0—0 100.0 12-3-8 .80
Bc Vat 791,3 0—0-0 791.3 12—3’8 .65
.,,4lame:ALDRICH LOT 17
SI
I
3-9.7
6-1-12
6-1-12 I
6-1-12
6.00
6-1-12
6-1-12 I
(2-34
‘2 ---3!
R5-6
I°--
T
3.9.7
II)
I°I
2-3-S
4 5
6-1-12
ffl’’flD
,d%
Tnew,I Scot,p -C ,Iar,d,,
44 S N one p.,1 Dr..Coin Spring,.CO *1907
6
6-1-12
12-3-8 25198
Scale:13/32”
TSP:29.1
ca:La
Dsgnr:i,R
1’
)wo:446
C’astoer Name:
#LC=6
TC Live 42.0 paf IflorFacs L=1.15 P=1.lS
TO Dead 10.0 pa8 r Bad 1.00
BC Live .0 sf 0.C.gpacitn 2-0-0
BC Lead 10.0 pet benign Spec USC
I Del.Qitena:D.’D-;O
GregSieversPublicWorksTownofEstesParkP0Box1200EstesPark,CO80517DearGreg,ConcerningthedrainageditchtothewestofLot17,ProspectEstates,273SolomanDrive.Havingmetwithyouonthesitetoday,Iamawareofthedrivefillmaterialencroachingonthedrainageditchthatrunsthroughtheproperty.Withinthenext30days,arockretainingwallshallbeinstalledtominimumheightoftwofeetasneededalongtheencroachment.ThisworkwillbeperformedbyFairbanksExcavation.Thecurrentownersrepresentative,JohnMurphy,shallbemadeknownofthissituation.Sincerely,LILMichaelJ.AldrichPresident1.‘4kiM.J.AldrichBuilders,Inc.Wednesday,February24,19991%’
M.J.AldrichBuilders,Inc.Wednesday,February24,1999GregSieversPublicWorksTownofEstesParkPGBox1200EstesPark,CC80517DearGreg,ConcerningthedrainageditchtothewestofLot17,ProspectEstates,273SolomanDrive.Havingmetwithyouonthesitetoday,Iamawareofthedrivefillmaterialencroachingonthedrainageditchthatrunsthroughtheproperty.Withinthenext30days,arockretainingwallshallbeinstalledtominimumheightoftwofeetasneededalongtheencroachment.ThisworkwillbeperformedbyFairbanksExcavation.Thecurrentownersrepresentative,JohnMurphy,shallbemadeknownofthissituation.Sincerely,i,4cc2-rn1)LMichaelJ.Aldrichb.1C.Presidentoie•’(,OL-,‘44Lc,,A1’