0006798895-PARADISERANCHTRSCOS943,S02, T05S,R08E,LOT33-12 249.170.C 6 IMP_RIMPROVEDPROPERTYRURAL 49-0C15-75
TOTALLIVABLEAREA= ADDITIONALLIVABLESPACE= TOTALUNDERROOFAREA= CURRENTLOTCOVERAGE=
DEMOPLAN
LOCATIONOFTANKLESSHOTWATERHEATERNOTED.
PRESSURERELIEFVALVESHALLBEPROVIDEDATMAINWATERENTRYPOINT
MOENWIFISMARTVALVETOBEINSTALLEDATMAINWATERENTRYPOINT
COOKTOPANDOVENTOBEELECTRIC
REFRIGERATORANDDISHWASHERTOHAVEWATERSOURCEFORICEMAKERANDGENERALOPERATION
CLOTHESDRYEREXHAUSTSHALLTERMINATEATEXTERIOROFBUILDINGANDSHALLBEEQUIPPEDWITHBACKDRAFTDAMPER
LOCATIONOFTANKLESSHOTWATERHEATERNOTED.
PRESSURERELIEFVALVESHALLBEPROVIDEDATMAINWATERENTRYPOINT 3.MOENWIFISMARTVALVETOBEINSTALLEDATMAINWATERENTRYPOINT
COOKTOPANDOVENTOBEELECTRIC
REFRIGERATORANDDISHWASHERTOHAVEWATERSOURCEFORICEMAKERANDGENERALOPERATION 6.CLOTHESDRYEREXHAUSTSHALLTERMINATEATEXTERIOROFBUILDINGANDSHALLBEEQUIPPEDWITHBACKDRAFTDAMPER
DOWNSTAIRS (CATHEDRALCEILING)
SQUAREFOOTAGES: -2NDLEVEL:1,538SQ.FT. -GARAGE2NDLEVEL:708SQ.FT.
LOCATIONOFTANKLESSHOTWATERHEATERNOTED.
PRESSURERELIEFVALVESHALLBEPROVIDEDATMAINWATERENTRYPOINT
MOENWIFISMARTVALVETOBEINSTALLEDATMAINWATERENTRYPOINT
COOKTOPANDOVENTOBEELECTRIC
REFRIGERATORANDDISHWASHERTOHAVEWATERSOURCEFORICEMAKERANDGENERALOPERATION
CLOTHESDRYEREXHAUSTSHALLTERMINATEATEXTERIOROFBUILDINGANDSHALLBEEQUIPPEDWITHBACKDRAFTDAMPER
LOCATIONOFTANKLESSHOTWATERHEATERNOTED.
PRESSURERELIEFVALVESHALLBEPROVIDEDATMAINWATERENTRYPOINT
MOENWIFISMARTVALVETOBEINSTALLEDATMAINWATERENTRYPOINT
COOKTOPANDOVENTOBEELECTRIC
REFRIGERATORANDDISHWASHERTOHAVEWATERSOURCEFORICEMAKERANDGENERALOPERATION
CLOTHESDRYEREXHAUSTSHALLTERMINATEATEXTERIOROFBUILDINGANDSHALLBEEQUIPPEDWITHBACKDRAFTDAMPER
2"x6"FRAMING @EXT.WALLS(TYP)
3'-6"x3'-6" CONC.PAD ENTRYWAY
4"THICK MONOSLABWITH 3/8"REBARGRID AT2'x2'
5"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
2"x2"FRAMING @EXISTING ICFWALLS(TYP)
***NOTE: themonolithicslabwillhavea24”turndown.Theturndownarewillhave3piecesof1/2” reinforcingrebar.Vertical2”rigidinsulationboardswillbeplacedinsidetheformworkand trenchbeforeplacingtheconcrete.Thisallowsthetrenchtoactastheformforthelowerpart oftheFPSF,whileassuringfulldepthcoverageofthefooting/foundationwithfoam.Theabove groundsteporreturnisofadimensionthatcanbeformedwith2xlumberorslabforms.After theformsareremoved,place24”ofhorizontalinsulationdirectlyona4"layerofdrainable materialthatisnotfrostsusceptible.Measuresshouldbetakentoensureasmooth,compacted, andwell-drainedbedbeneaththehorizontalinsulation
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
***NOTE: EXISTINGEXTERIORWALLS NEEDTOBEFRAMEDWITH 2'x2'LUMBER
EXISTING CONC.SLAB UNDERNOOK
2"x2"FRAMING @EXISTING ICFWALLS(TYP)
2"x2"FRAMING @EXISTING ICFWALLS(TYP)
26'-6"X10'APRON
ALLDIMENSIONSSHALLBEFIELDVERIFIEDPRIORTOCOMMENCEMENTOFWORKIFANYVARIATION,DISCREPANCYOROMISSIONISFOUND.THECONTRACTOROR SUB-CONTRACTORSHALLNOTIFYTHEOWNERINWRITINGANDOBTAINWRITTENRESOLUTIONFROMARCHITECT/DESIGNERPRIORTOPROCEEDINGWITHANYWORK.
4.ANYDISCREPANCIES,ERRORS,OROMISSIONSFOUNDBYTHEBUILDERRELATINGTOTHESTRUCTURALCONSTRUCTIONDOCUMENTS,THEARCHITECTURALCONSTRUCTION DOCUMENTS,ANDACTUALSITECONDITIONSSHALLBEREPORTEDTOTHEOWNER.UPONREPORTING,THEARCHITECTSHALLCORRECTSUCHERRORSOROMISSIONIN WRITING.ANYWORKDONEBYTHEBUILDERAFTERDISCOVERYOFSUCHERRORSHALLBEATTHEBUILDER'SRISK.
5.ALLFRAMINGLUMBER,STUDSANDPLATESSHALLBECONSTRUCTIONGRADEWHITEWOODDIMENSIONALLUMBER.
6.PRESERVATIVE-TREATEDWOODWILLBEUSEDONALLBASEPLATESANYLUMBERINCONTACTWITHCONCRETEANDOTHEREARTH-BASEDCOMPOSITIONMATERIAL
7.ALLEXTERIORSHEATHINGTOBEX”ONWALLSANDX”ONROOF 8.ALLWALLSHEATHINGTOBECOVEREDINZIPSYSTEMMATERIALS.
ALLROOFTOBECOVEREDENTIRELYINTITANIUMHOT-COLDTEMPICESHIELD 10.ALLPLUMBINGWALLSSHALLBE2X6FRAMING
11.PLUMBINGONEXTERIORWALLSREQUIRE2X6EXTERIORWALLFRAMINGWITHADDITIONAL2X4INTERIORWALLTOCONTAINPLUMBING(TOPROTECTAGAINSTFREEZING) 12.PROVIDER-13MINIMUMINSULATIONATPLUMBINGWALLS
13.DONOTSCALEDRAWINGSALLDIMENSIONSAREROUGHANDTOFACEOFSTUD(F.O.S.)
14.PROVIDEMOISTUREEXHAUSTDUCTWITHBACK-DRAFTDAMPERFORTHEDRYEREXHAUST
15.ALLNEWPLUMBINGFIXTURESTHROUGHOUTTOBEOWNERSELECTEDANDCONTRACTORINSTALLED
16.ALLFINISHESANDFIXTURESTOBEOWNERSELECTEDANDCONTRACTORINSTALLED
4"THICK MONOSLABPATIO WITH3/8"REBAR GRIDAT2'x2'
33'x11'FRONTPATIO
STAMPED CONCRETE
FOUNDATIONPLAN
1/2"OSB SHEATHING
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
EXTERIORSTUDWALL
RIMJOIST SILLINSULATION ANCHORBOLT 2'TALLSTEMWALL SOLEPLATE 3/4"T&GOSBSHEATHING
I-BEAMJOIST SILLPLATE 1/2"VERTICALREBAR FOOTING 1/2"REBARCONTINUOUS VISQUINEBARRIER
1/2"REBAR
UNDISTURBEDNATIVESOIL
3'-6"x3'-6" CONC.PAD ENTRYWAY
4"THICK MONOSLABWITH 3/8"REBARGRID AT2'x2'
5"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
***NOTE: themonolithicslabwillhavea24”turndown.Theturndownarewillhave3piecesof1/2” reinforcingrebar.Vertical2”rigidinsulationboardswillbeplacedinsidetheformworkand trenchbeforeplacingtheconcrete.Thisallowsthetrenchtoactastheformforthelowerpart oftheFPSF,whileassuringfulldepthcoverageofthefooting/foundationwithfoam.Theabove groundsteporreturnisofadimensionthatcanbeformedwith2xlumberorslabforms.After theformsareremoved,place24”ofhorizontalinsulationdirectlyona4"layerofdrainable materialthatisnotfrostsusceptible.Measuresshouldbetakentoensureasmooth,compacted, andwell-drainedbedbeneaththehorizontalinsulation
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
***NOTE: EXISTINGEXTERIORWALLS
2"x2"FRAMING @EXISTING ICFWALLS(TYP)
2'STEMWALLW/FOOTER
4"THICK MONOSLABPATIO WITH3/8"REBAR GRIDAT2'x2' 2"x2"FRAMING @EXISTING ICFWALLS(TYP) EXISTING CONC.SLAB UNDERNOOK
33'11'FRONTPATIO
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
4"THICKMONOSLAB ON2'x2'-1/2"REBAR GRIDWITH2'STEM WALL&FOOTER
4"THICK MONOSLABPATIO WITH3/8"REBAR GRIDAT2'x2' STAMPED CONCRETE
FOUNDATIONPLAN
1/2"OSB SHEATHING
RIMJOIST
ALLDIMENSIONSSHALLBEFIELDVERIFIEDPRIORTOCOMMENCEMENTOFWORKIFANYVARIATION,DISCREPANCYOROMISSIONISFOUND.THECONTRACTOROR SUB-CONTRACTORSHALLNOTIFYTHEOWNERINWRITINGANDOBTAINWRITTENRESOLUTIONFROMARCHITECT/DESIGNERPRIORTOPROCEEDINGWITHANYWORK.
4.ANYDISCREPANCIES,ERRORS,OROMISSIONSFOUNDBYTHEBUILDERRELATINGTOTHESTRUCTURALCONSTRUCTIONDOCUMENTS,THEARCHITECTURALCONSTRUCTION DOCUMENTS,ANDACTUALSITECONDITIONSSHALLBEREPORTEDTOTHEOWNER.UPONREPORTING,THEARCHITECTSHALLCORRECTSUCHERRORSOROMISSIONIN WRITING.ANYWORKDONEBYTHEBUILDERAFTERDISCOVERYOFSUCHERRORSHALLBEATTHEBUILDER'SRISK.
5.ALLFRAMINGLUMBER,STUDSANDPLATESSHALLBECONSTRUCTIONGRADEWHITEWOODDIMENSIONALLUMBER.
6.PRESERVATIVE-TREATEDWOODWILLBEUSEDONALLBASEPLATESANYLUMBERINCONTACTWITHCONCRETEANDOTHEREARTH-BASEDCOMPOSITIONMATERIAL 7.ALLEXTERIORSHEATHINGTOBEX”ONWALLSANDX”ONROOF
ALLWALLSHEATHINGTOBECOVEREDINZIPSYSTEMMATERIALS.
9.ALLROOFTOBECOVEREDENTIRELYINTITANIUMHOT-COLDTEMPICESHIELD
10.ALLPLUMBINGWALLSSHALLBE2X6FRAMING 11.PLUMBINGONEXTERIORWALLSREQUIRE2X6EXTERIORWALLFRAMINGWITHADDITIONAL2X4INTERIORWALLTOCONTAINPLUMBING(TOPROTECTAGAINSTFREEZING)
12.PROVIDER-13MINIMUMINSULATIONATPLUMBINGWALLS
13.DONOTSCALEDRAWINGSALLDIMENSIONSAREROUGHANDTOFACEOFSTUD(F.O.S.)
14.PROVIDEMOISTUREEXHAUSTDUCTWITHBACK-DRAFTDAMPERFORTHEDRYEREXHAUST
15.ALLNEWPLUMBINGFIXTURESTHROUGHOUTTOBEOWNERSELECTEDANDCONTRACTORINSTALLED
16.ALLFINISHESANDFIXTURESTOBEOWNERSELECTEDANDCONTRACTORINSTALLED
EXTERIORSTUDWALL
SILLINSULATION ANCHORBOLT 2'TALLSTEMWALL SOLEPLATE 3/4"T&GOSBSHEATHING
I-BEAMJOIST SILLPLATE 1/2"VERTICALREBAR FOOTING 1/2"REBARCONTINUOUS VISQUINEBARRIER
UNDISTURBEDNATIVESOIL -CONCRETEFOOTINGSTEMWALLDETAIL1
1/2"REBAR
LEGEND
-DUPLEXRECEPTACLE S -LIGHTSWITCH -52"FANWITHNOLIGHT -LIGHTFIXTURE
-BATHROOMFANWITHNOLIGHTF -6"RECESSEDLIGHT -6"RECESSEDLIGHTPIVOTABLE -LIGHTSWITCHDIMMABLES -3"RECESSEDLIGHTPIVOTABLE -3"RECESSEDLIGHT
OPENAREATO DOWNSTAIRS (CATHEDRALCEILING)
2"x8"RAFTERS@24"O.C.
2"x8"RAFTERS@24"O.C.
2"x8"RAFTERS@24"O.C.
2"x8"RAFTERS@24"O.C.
SCISSORTRUSSES@24"O.C. SCISSORTRUSSES@24"O.C.
SCISSORTRUSSES@24"O.C.
WITH14"I-JOISTS@24"O.C.2"2"x10"OUTLOOKERS& x10"FASCIABOARD
14"I-JOISTS@24"O.C.
2"x8"RAFTERS@24"O.C.
FRONTOF HOUSE
NORTHEASTELEVATION(FRONT)
SOUTHEASTELEVATION(SIDE)
WINDOWDIMENSIONS-NORTHEASTELEVATION(FRONT)
