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HomeMy WebLinkAbout238419_1_Corrections.docxRESIDENTIAL PLAN CHECK COMMENTS Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org PLAN CHECK NO: 10195538 PROJECT ADDRESS: 1223 W Sharon Rd PLAN CHECK ENGINEER: So, AnsonTEL:714 647-5830FAX:714 647-5897 TYPE OF CONSTRUCTION: V B OCCUPANCY CLASSIFICATION(S): R-3, U PLAN CHECK DATES: REMARKS/RECHECK ITEMS: APPLICATION 2/12/2018 INITIAL REVIEW 4/2/2018 EXPIRATION 8/11/2018 RECHECKS: 1. PROJECT APPLICANT CONTACT PERSON: 2. Jane Lewis 3. TEL: (714)558-3981 FAX: VALUATION: $38,566.00 EMAIL: jane@steichanlewis.com FLOOD ZONE: X-0602320144JINSTRUCTIONS: Numbersinbracketsrefertocodesectionsof 2016CaliforniaResidentialCode[CRC],2016CaliforniaBuilding Code[CBC],2016CaliforniaPlumbingCode[CPC],2016CaliforniaMechanicalCode[CMC],2016California ElectricalCode[CEC],2016CaliforniaEnergyCode(2016BuildingEnergyEfficiencyStandards[BEES]),and2016 CaliforniaGreenBuildingsStandardsCode[CalGreen] Correctoriginaldrawings.Reprintandsubmit3newsetstogetherwiththe“marked-up”set.Returnthiscorrections list with corrected plans. In the Item number column, ☒ in the checkbox represents correction requested. IntheRespondcolumn,pleaseindicatethesheetnumberanddetailornote numberontheplanwherethe corrections are made. Itemize anychanges,revisions,oradditions madeto drawingsthatarenotadirectanswertoa correctionona separate sheet. Additionalplancheckfeewill be requiredafterthirdreviewonhourlyrate basis. A. APPLICATION: Item # Sheet # Corrections Requested Respond 01 ☒ Provide valuation of proposed project. 02 ☐ Valuation is too low. Submit a signed copy of the contract showing labor and materials for all work to be done. 03 ☐ Separatepermitisrequired for accessorybuilding,swimmingpool,retaining walls,CMUwalls,detachedpatiocovers,demolition,etc… B. REFERRALS: Item # Sheet # Corrections Requested Respond 01 ☒ Obtain approvalfromthefollowingdepartments: - PlanningDepartment - Public WorksDepartment 02 ☐ Submitgradingplan forreview.Gradingapprovalisrequiredbeforebuilding permit will beissued. 03 ☐ Geologicalreport/soilreportisrequired. 04 ☒ T1.0 Providesitedrainageplan.Showsitedrainageslopeanddirection. 05 ☒ T1.0 Indicateon plan that electrical meterlocationtobe approvedbyEdison. C. PLANREQUIREMENTS: Item # Sheet # Corrections Requested Respond 01 ☐ Showthe correct addressofbuildingonplans.[CRCR105.3] 02 ☐ Showthenameand addressoftheownerand personpreparingtheplan.[CRC R105.3] 03☐ Plansandcalculationsshallbestampedand wet signedbyanarchitect or engineerlicensedbytheStateofCalifornia. 04☐ Indicateon plan the applicablecurrentcodes: − 2016 California Residential Code (CRC) − 2016 California Building Code (CBC) − 2016 California Plumbing Code (CPC) − 2016 California Mechanical Code (CMC) − 2016 California Electrical Code (CEC) − 2016CaliforniaEnergyCode − 2016 California Green Building Standards Code (CalGreen) 05 ☐ Thecurrentdesign codeshavechanged.Pleasesubmitdesign andplansbased on the 2016CRC,2016CBC,2016 CPC,2016CMC,2016CEC,2016 CaliforniaEnergyCode,and 2016CalGreen. 06☐ Provideanindexofdrawingson the coversheetofplans. 07☐ Everynewlyconstructedbuildingor structuremustshowcompliancewith 2016CalGreen. Completeand printonplantherequiredmandatorymeasuresforms.See additionalplan checkcommentsfor 2016CalGreen. 08☐ Newlyconstructedone-andtwo-familydwellingsand townhouseswith attached garagesshall complywith electric vehicle(EV)charginginfrastructure requirementsinaccordance with2016CalGreenSection4.1.[CRCR309.8] 09☐ Newlyconstructedone-andtwo-familydwellingsand townhousesshallinstall anautomaticresidential firesprinklersysteminaccordancewith SectionR313 or NFPA13D. D. SITEPLANREQUIREMENTS: Item # Sheet # Corrections Requested Respond 01 ☐ Acompletesiteplan showingpropertylines,lotdimension,yard setbacks,street name(s), north arrow, existing building to remain/removed, distance between buildings and location of private sewage disposal system is required. [CRC R106.2] 02☐ On siteplan delineateall projectingelements (roof eaves, balconies, cornices…etc)and showdistanceto property line.[CRCR106.2] 03 ☐ Indicateanyascendingor descendingslopeson thesiteplan. 04 ☒ T1.0 Showexistingandproposedcontours,spotelevationstoindicategeneralsite slopeand drainagepattern. 05 ☒ T1.0 Lotsshallbe gradedtodrain surfacewateraway fromthefoundationwalls. Wherelot lines,walls,slopesor other physicalbarrierprohibit6” of fallwithin 10 ft, drainsor swalesshallbe constructedtoensuredrainageaway fromthestructure.[CRCR401.3] b) Impervioussurfaceswithin 10 ftofthebuildingfoundationshallbeslopea minimumof2%away fromthebuilding.[CRCR401.3exception] Thegradeshallfall aminimumof6”withinthefirst10ft (5%slope). E. BUILDINGLOCATION: Item # Sheet # Corrections Requested Respond 01 ☐ Exterior wallslocated < 3ftfireseparationdistanceshallbe1-hourrated constructionwith exposurefrombothsidesand shallhavenoopening[for nonsprinkleredbuildingper CRCTableR302.1(1)]. 02☐ Exterior wallslocated 3ftto<5ftfireseparationdistanceshallbe1- hourrated constructionwith exposurefrombothsidesand shallhave25%max.ofwallareaopenings[fornonsprinkleredbuildingper CRCTableR302.1(1)]. 03☒ T1.0 a) Projections(e.g. eaveoverhangsor cornices) with < 2ftfireseparation distanceis not allowed[fornonsprinkleredbuildingper CRCTable R302.1(1)]. b) Projections(e.g. eaveoverhangsor cornices) with ≥2ftto<5ftfire separationdistanceshallbe1-hourrated on theundersideORprovidefire blockingfromthewall topplatetotheundersideofroofsheathingand gableventopeningsarenotinstalled[fornonsprinkleredbuildingper CRCTableR302.1(1)]. 04☐ Penetrationslocated <3ftfireseparationdistanceshall complywith Section R302.4. 05☐ Exterior wallslocated < 3ftfireseparationdistanceshallbe1-hourrated constructionwith exposurefromtheoutsideand shallhavenoopening[for sprinkleredbuildingper CRCTableR302.1(2)].Forresidentialsubdivisionswhereall dwellingsare equipped withan automatic sprinklersysteminstalledinaccordance with SectionR313,the fireseparationdistancefornonratedwallsand rated projectionsshallbe permittedtoreduce to0feet, andunlimitedunprotectedopeningsand penetrationshallbepermitted, wherethe adjoininglotprovidesanopen setbackyard that is6feet or moreinwidthon theoppositesideofthe propertyline. [CRCTableR302.1(2)footnotea] 06☐ a) Projections(e.g. eaveoverhangsor cornices) with < 2ftfireseparation distanceis not allowed[forsprinkleredbuildingper CRCTable R302.1(2)]. b) Projections(e.g. eaveoverhangsor cornices) with ≥2ftto<3ftfire separationdistanceshallbe1-hourrated on theundersideORprovidefire blockingfromthewall topplatetotheundersideofroofsheathingand gableventopeningsarenotinstalled[forsprinkleredbuildingper CRC TableR302.1(2)]. 07☐ Detached garagesaccessorytoa dwellinglocatedwithin2ftofa lot line are permittedto haveroofeaveprojectionsnot exceeding4”.[CRCR302.1 exceptions4] 08☐ Buildingsadjacenttoascendingor descendingslopessteeperthan 33.3%(1 unit vertical in3unitshorizontal)shallbesetbackaccordingtotherequirementsof CRCSectionR403.1.7andFigureR403.1.7.1. F. ROOFCOVER: Item # Sheet # Corrections Requested Respond 01☐ For roofcoveringspecify[CRCR902,R905]: a) Manufacturerand ICC/UL/FMnumber. b) Roofslopeofallareason theroofplan. c) Noteonplan thatinstallationshallbeinaccordance with manufacturer’s specifications. 02☐ Roofslopeisnot adequatefor Typeofroofcovering specified.[CRCR905.2–R905.16] 03☐ Showsizes and locationsoftheroof/deckdrainsandsecondaryemergency overflowroofdrainsor scuppers.[CRCR903.4.1,CPC1101.12and CPC 1102.0] 04☐ Specifyapproved weatherproofwalkingsurfacematerial at decksandbalconies. ProvideICC/ULnumber. G. SKYLIGHTS: Item # Sheet # Corrections Requested Respond 01☒ A2.1 Forprefabricatedskylights: a) Specifymanufacturer,modelandICC/ULnumber.[CRCR308.6.9] b) All unitskylightsinstalledina roofwith a pitch flatter than3:12shallbe mountedon a curb extendingatleast 4”abovetheroofunlessotherwise specifiedinthemanufacturer’sinstallationinstructions.[CRCR308.6.8] c) For fullytemperedor heat-strengthenedglass,a retainingscreen meeting therequirementofSectionR308.6.7shallbeinstalledbelowthe glass, exceptforfullytemperedglassthat meetseither conditionlistedinSection R 308.6.5.[CRCR308.6.3] H. DESIGNREQUIREMENTS Item # Sheet # Corrections Requested Respond 01 ☐ Habitablerooms,otherthan kitchen,shall contain atleast 70 squarefeet offloor area. [CRCR304.1] 02 ☐ Habitablerooms,otherthan a kitchen,shall notbelessthan7ft. in any horizontaldimension.[CRC304.2] 03 ☐ Habitablespaces,hallways,and portionsofbasementscontainingthesespaces shallhavea minimumof7ft. ceilingheight.[CRCR305.1 04 ☐ Bathrooms,toilet roomsand laundryroomsshallhaveaminimumof6’-8” ceilingheight.[CRCR305.1] 05 ☐ For roomswith sloped ceilings,therequired floorareaoftheroomshallhavea ceilingheightofnotlessthan 5ft. andnotlessthan50%oftherequired floor areashallhavea ceilingofnotlessthan7ft.[CRCR305.1exception1] 06☐ Ashoweror tub equipped with ashowerheadshallhavea minimumof6’-8” ceilingheightabovea minimumareaof30”x30”attheshowerhead[CRC R305.1exceptions2]. 07☐ Beams,girders,ductsorotherobstructionsinbasementscontaininghabitable spacesshallbepermittedtoprojecttowithin6’-4”ofthefinishfloor.[CRC R305exception3] 08☐ Portionsofbasementsthat do notcontainhabitablespacesorhallwaysshall haveaminimum6’-8”ceilingheight.[CRCR305.1.1] 09☐ Windowareaofhabitableroomsmustbe atleast 8%oftheroomfloorarea fornaturallight,orprovideartificial light.[CRCR303.1]Artificiallightmustbe capableproducinganaverageilluminationof6 footcandlesover areaoftheroomat heightof30 inchesabovefloor[CRC R303.1exceptions2]. 10☐ Openablewindowareaofhabitableroomsmustbe atleast 4%oftheroom floorareafornatural ventilation,or providea whole-housemechanical ventilationsysteminstalledinaccordance with CMC.[CRCR 303.1 exceptions1] 11☐ Useofsunroomsand patio coversshallbepermitted fornaturalventilationifat least40%ofsunroomwallsareopenorare enclosedonlybyinsectscreen,and the ceilingheightofsunroomis notlessthan 7’[CRCR303.1exceptions3, R303.8.1]. 12☐ At least ½ofthe common wall between mustbeopenand havean unobstructedopeningareaofnotlessthan 25 sqftor 10%ofthefloor areaoftheinterior room, whicheveris greater,iflight and ventilationisbeing supplied fromanadjacentroom[CRCR303.2]. 13☒ A2.2 Each bathroomcontaininga bathtub, showeror a spashallbemechanically ventilatedwith a minimum50 cfmintermittentor 20 cfmcontinuousexhaust fan [CRCR303.3.1,CMCTable403.7].The fan mustbe controlledbya humiditycontrol.[CalGreen4.506.1item2] 14☐ Water closetshallbesetno closerthan15” fromits centertoanyside wall or obstructionornocloserthan 30”centertocentertoanysimilar fixture and the clear spaceinfrontofa water closet,lavatory,or a bidetshallbe atleast 24”[CPC402.5]. 15☐ Urinalshallbeset no closerthan12” fromits center toanysidewall orpartition or no closerthan24”center tocenter[CPC402.5] 16☐ Showerfloorsand wallsabovebathtubswith installedshowerhead shallbe finishedwith a nonabsorbentsurfacetoa heightnotlessthan6ftabovethe floor.[CRCR307.2] 17☐ Net areaofshowercompartmentsshallbenotlessthan1,024sq.in. offloor area, and encompass30 inchdiametercircle. [CPC408.6] 18☐ Safetyglazing(temperedglazing)isrequired forthefollowing: a) Wherethe glazingiswithin24"ofeither sideofthe doorinthe planeofthedoorina closedpositionandwherethe bottomedgeofthe glazingisless than60”abovethefloor.[CRCR308.4.2item1] b) Wherethe glazingison a wall perpendiculartotheplaneofthedoorina closed positionand within24”ofthehingesideofanin-swingingdoor. [CRCR308.4.2item2] c) Glazinglessthan 60"abovea showeror tub floor.[CRCR308.4.5] d) Glazing wherethebottomedgeislessthan36”abovethestairways, landings,and ramps.[CRCR308.4.6] e) Glazingadjacenttothestairwaybottomlandingwherethe glazingisless than36”abovethelandingand within60”horizontalarclessthan180 degrees fromthebottomtread nosingshallbesafetyglazing.[CRC R308.4.7] 19☐ Providedetailsand/ornotesfor1-hourfire-resistanceconstructionofwallsand floorseparatingdwellingunitsfornonsprinkleredbuildingor1/2-hourfire- resistanceconstructionforsprinkleredbuilding.[CRCR302.3] 20☒ A2.0 – Bedroom #3 At bedrooms,habitableattics, and basementsprovideoneoperableemergency escapeand rescuewindowor doormeetingall ofthefollowing:anopenablearea ofnotlessthan5.7 sqft(5 sqft atgradelevel),a minimumclear 24inch heightand20 inch width,anda maximum44 inches measuredfromthefloor to the bottomofthe clear opening.[CRCR310.1,R310.2.2] 21☐ Windowfall protectionshallbeprovided wherethetopofthesillofan operable windowopeningislocated lessthan 24”abovethefinished floorand greater than72”abovethefinishedgradeorothersurfacebelowon the exteriorofthe building.Theoperable windowswith openingssuchthat a 4inchspherecannot pass,orprovidewindowfall preventiondeviceor windowopeningcontrol devicesthat complywith ASTMF2090.[CRCR312.2] 22☐ Showlocationofhardwiredsmokealarms[CRCR314.3]: a) In eachsleepingroom. b) Outside each separate sleeping area in the immediate vicinity of the bedrooms. c) On eachstory,basement,andhabitableattics. d) Minimum3ft.fromthedoororopeningofabathroomthatcontainsa bathtubor shower. e) Noteonplan smokealarmsshall complywith specificlocation requirementsper NFPA72 Section 29.8.3.4.[CRCR314.3.3] 23☒ A2.2 Showlocationofhardwired carbonmonoxidealarms[CRCR315.3]: a) Outsideofeachseparatesleepingareaintheimmediatevicinityofthe bedrooms. b) On everyoccupiablelevel ofa dwellingunit,includingbasements. c) Whereafuel-burning applianceislocatedwithinabedroomoritsattached bathroom,a carbonmonoxidealarmshallbeinstalledwithinthebedroom. 24☒ A2.2 Noteonplan smokealarmrequirements: a) An approvedsmokealarmshall beinstalledfornewconstructionand alteration,repairor additionsrequiringpermitexceeding$1000.[CRC R314.2.2,R314.8.2.a.1] b) Batteryoperatedsmokealarmspermittedinexistingbuildingswhereno constructionistakingplaceor inbuildingundergoingalteration orrepair that donotresultintheremovalofinteriorwallsor ceiling finishes,unless thereis anattic,crawlspaceor basement which couldprovideaccessfor wiring.[CRCR314.6exceptions1, 3] c) Smokealarmsshallbeinterconnectedsuchthat the activationofonealarm will activate allalarmsintheindividualdwellingunit.[CRCR314.4] d) Smokedetectorsshallbe “hard wired”and shallbeequippedwithbattery backup.[CRCR314.6] 25☒ A2.2 Noteonplan carbonmonoxidealarmrequirements: a) COalarmsshallbe “hard wired”and shallbe equipped withbattery backup.[CRCR315.5] b) COalarmsshallbelisted inaccordance with UL2034[CRCR315.1.1]. COdetectorshallbelistedinaccordance with UL2075[CRCR315.6.1]. c) COalarmsshallbeinterconnected suchthattheactivationofonealarmwill activate allalarmsintheindividualdwellingunit.[CRCR315.7] d) In existingdwellingunita COalarmispermittedto bebatteryoperated whererepairor alterationdonotresultintheremovalof wall or ceiling finishes.[CRCR315.5exceptions4.2] 26☒ A2.0 Provide22”x 30”attic accessfor attic areasthat havea vertical heightof≥30” over anareaonnotlessthan30sqftlocated inhallwayor otherreadily accessiblelocation.[CRCR807.1] 27☐ Provide22”x 30”minimumaccessopeningandpassagewayor atleast aslarge asthelargest componentoftheappliance wheremechanicalequipmentlocated inatticor under-floorspace.[CMC304.4] 28☒ A2.0 Providefullheightcrosssectioncrosssectionthroughbedroom #4 showingframing,interior/exteriorsheathing,plateheight,insulation,foundation,finish grade,etc. 29☐ Showhowdwellingisprovidedwith heatingfacilitycapableof maintaininga minimumroomtemperatureof68°F ata point3ftabovethefloorand2ftfrom exteriorwallsofhabitablerooms.[CRCR303.9] 30☐ Provide&detaildraft-stopsinconcealedspaceofafloor/ceilingassemblyso that the areaofthe concealedspacedoesnot exceed 1000ft2anddividethe concealedspaceintoapproximatelyequal areas.[CRCR302.12,R502.12] I. MEANSOFEGRESS: Item # Sheet # Corrections Requested Respond 01 ☐ a) Provideatleast oneegressdoor,side-hingedand a minimumclear widthof 32”whenmeasuredbetweenthefaceofthedoorandthestop,with the dooropen90degrees.The minimumclear heightis78”measuredfromthe topofthresholdtothe bottomofstop[CRCR311.2]. b) Thelandingsor finished floorsshallnotbemorethan1½”lowerthan the topofthresholdexceptthelandingor flooron the exteriorsideshallnotbe morethan 7¾”belowthetopofthresholdprovidedthedoordoesnot swingoverthelandingorfloor[CRCR311.3.1]. 02☒ A2.0 Thereshallbea landingor flooron eachsideofeachexteriordoor.Landingsat doorsshallhavea lengthmeasuredindirectionoftravel ofnotlessthan36 inches.[CRCR311.3] 03 ☐ Doorsotherthan therequiredegressdoorshallbeprovided with landingor floorsnot morethan 7¾”belowthetop ofthresholdexcepta toplandingis not requiredwhere2or fewerrisersstairwaylocated on the exteriorsideofdoor and the doordoesnotswingoverthestairway[CRCR311.3.2]. 04 ☐ Exteriorbalconieslessthan60sqft accessible froma doorarepermittedto have a landinglessthan36” inthedirectionoftravel.[CRCR311.3exception] 05 ☐ Forhabitablelevelsor basementslocated morethan onestoryaboveor more thanonestorybelowanegressdoor,themaximumtravel distancefromany occupiedpointtoa stairwayor rampthat provideegressfromsuchhabitable level or basementshall not exceed 50 ft.[CRCR311.4] 06 ☐ The minimumwidthofa hallwayshallbenotlessthan3ft.[CRCR311.6] J. STAIRWAYS: Item # Sheet # Corrections Requested Respond 01☐ Providesectionanddetailsofinterior/exteriorstairwayshowing: a) Minimumclear widthof36”.[CRCR311.7.1] b) Maximumriserheightof7¾”and minimumtread depthof10”.[CRC R311.7.5.1,CRCR311.7.5.2] c) Nosingprojectionshallbeprovidedonstairway with solidrisers except wherethetread depthis 11”minimum.Nosingprojectionshallbe¾”minimumand 1¼”maximumwith 9/16” maximumnosingradius.[CRC R311.7.5.3] d) Openrisersarepermittedprovidedthattheopeninglocated morethan 30” verticallytoflooror gradebelowdonotpermitthepassageofa 4” diametersphere.[CRCR311.7.5.1] e) Minimumhead roomof6’-8”.[CRCR311.7.2] f) Aflightofstairsshallnothavea vertical riselargerthan 147”between floorlevelsor landings.[CRCR311.7.3] g) Framing(stringer)size, bracing,connections,footings. h) Enclosedaccessiblespaceunderstair requires1layer of½”gypsumboard on enclosedside.[CRCR302.7] 02☐ Windertread shallhavea minimumtread depthof10 inches measuredbetween the vertical planesoftheforemostprojectionofadjacenttreadsatthe intersectionsofthewalkline.Windertreadsshallhaveaminimumtread depth of6” atanypointwithinthe clear widthofthestair.[CRCR311.7.5.2.1] 03☐ Forspiralstairways: a) Submitshopdrawings forspiralstairwayshowingcompliancewith CRC R311.7.10.1. b) Providespiralstairwaycolumnbaseconnection/footingdetail and structuralconnectiontobuilding. 04☐ Handrailshallsatisfythefollowing: a) Handrailsshallbeprovidedonatleast onesideofeachcontinuousrunof treadsofflightwith 4 or morerisers.[CRCR311.7.8] b) Handrailsshallbe continuousforthefull lengthofflight except atanewel postattheturn.[CRCR311.7.8.2] c) Handrailshallbe 34”to 38”abovethe nosingoftreads.[CRCR311.7.8.1] d) Handrailsadjacenttoa wall shallhavea spaceofnotlessthan1½” betweenthewall and thehandrails.[CRCR311.7.8.2] e) Handrailsshallnotprojectmorethan 4½”on either sideofthestairway. [CRC311.7.1] f) Thehandgripportionofhandrailshall notbelessthan1¼”normorethan 2”incross-sectionaldimension.Ifthehandrailis not circular,itshallhave a perimeterdimensionofatleast 4” andnot greaterthan 6¼”witha maximumcross-sectiondimensionof2¼”. Edgesshallhavea minimum radiusof0.01”.[CRCR311.7.8.3TypeI] 05☐ Provideconnectiondetailsofguardsandhandrailsonopensideofbalconies, decks,landings,and stairsadequatetosupporta singleconcentrated200lbs. load appliedinanydirection atanypointalongthetop.[CRCTableR301.5] 06☐ ProvidedetailofGuards: a) Provide42”min.highguardsforopen-sidedwalkingsurfaces,porches, balconies,includingstairs,rampsand landingsthat arelocated morethan 30 inchesabovegradeor floorbelowwithin36” tothe edgeoftheopen side.Openingsbetweenrailsshallbelessthan4inchesindiameter.[CRC R312.1.1,2,3] b) Thetriangularopeningsformedbyriser,tread andbottomofguardrail shallbesized sothata 6"spherecannotpassthrough.[CRCR312.3 exceptions1] c) Guardson theopensideofstairsshall nothaveopeningswhich allow passageof a sphere43/8” indiameter.[CRCR312.3exceptions2] K. VENTILATION: Item # Sheet # Corrections Requested Respond 01☐ Showonplantherequiredattic ventilationarea, type,size and location. Ventilationopeningsshallbe1/16” min.and¼”max.andopendirectlytothe outsideair[CRC806.1].Theminimumrequirednet free ventilatingarearatio is [CRCR806.2]: a) 1/150ofattic area, or b) 1/300ofattic areaifatleast 40%and notmorethan50%oftherequired ventilatingareaisprovidedwithventilatorlocatedintheupperportionof the attic orrafterspace3ftmax.belowtheridgeorthehighestpoint. 02☐ Aminimumof1”ofspaceshallbeprovidedbetweentheinsulationand theroof sheathingandatthelocationofvents[CRCR806.3].At vaulted ceilingor flat roofs,detail ventilation forspacebetweenindividualroofjoists. 03☐ a) Showunder-floorventilationopeningsize andlocationsequalto1/150of under-floorareaOR1/1500ofunder-floorareaifground surfaceis coveredwith ClassI vaporretardermaterial.Oneventilationopeningshall bewithin3ftofeachcornerofthebuilding.Openingsshallhave1/4”max. corrosionresistantmetal mesh covering.[CRCR408.1,R408.2] b) Unventedunder floorspaceshallcomplywith CRCR408.3. L. GARAGEANDCARPORT: Item # Sheet # Corrections Requested Respond 01☐ Garageshallbeseparatedfromthedwellingunit and its attic areawith a minimum½”gypsumboard appliedtothe garageside.[CRCTableR302.6] 02☐ Garagebeneathhabitableroomsshallbeseparatedfromall habitablerooms abovebynotlessthana 5/8”TypeXgypsumboardor equivalent.[CRCTable R302.6] 03☐ Structuressupportingfloor/ceilingassembliesusedfortherequired dwelling/garageseparationshallbe coveredbynotlessthan 1/2”gypsumboard or equivalent.[CRCTableR302.6] 04☐ Garageslocated lessthan3ftfroma dwellingunitonthesamelot shallbe separatedbynotlessthan½”gypsumboardor equivalent appliedtotheinterior sideofexteriorwallsthat arewithinthe area.[CRCTableR302.6] 05☐ Dooropeningsbetweena privategarageand thedwellingunitshallbe equipped with either solidwooddoorsor solidorhoneycombcoresteel doorsnotless than 13/8” thick,or20minutefire-rateddoors,equipped with self-closingand self-latchingdevices,exceptforsprinkleredbuildingthe doors(fornonsleeping rooms)need onlyself-closingand self-latching.[CRCR302.5.1] 06☐ Openingsfromprivategaragedirectlyinto a roomusedforsleepingpurposes shall notbepermitted.[CRCR302.5.1] 07☐ Ductsinaprivategarageand ductspenetratingthewallsor ceilingsseparating thedwellingunitfromthe garage shallbe constructedofa minimumNo.26 gagesheetsteel or other approved material and shallhavenoopeningsintothe garage.[CRCR302.5.2] 08☐ Carportsshallbe openonatleasttwo sidesand there areno enclosed areas above.Carportsnot openon atleast two sidesshallbe consideredasa garage and shallcomplywith theprovisionsfor garages.[CRCR302.6,R309.2] 09☐ Theareaof floorusedforparkingofautomobileorother vehicles(garages, carports)shallbeslopedtofacilitatethemovementofliquidstoa drain or towardthemain vehicleentrydoorway.[CRCR309.1,CRCR309.2] 10☐ Garage/carportfloorsurfacesshallbeofapprovednoncombustiblematerial. [CRCR309.1,CRCR309.2] 11☐ Automaticgaragedooropeners,ifprovided,shallbelisted and labeled in accordance with UL325.[CRC309.4] 12☐ Newlyconstructedone-andtwo-familydwellingsand townhouseswith attached privategaragesshall complywith electric vehicle(EV)charginginfrastructure requirementsper 2016CalGreenSection4.1.[CRCR309.8] M. VENEER,FIREPLACE: Item # Sheet # Corrections Requested Respond 01☐ Specify/detailstoneandmasonryveneermaterial,thickness,backing, anchorage,footingsandsupportoveropenings.Maximumheightislimited by TableR703.8(2).[CRCR703.8,FigureR703.8,TableR703.3.1] 02 ☐ Masonryveneertie attachmentand air spacerequirementsmustcomplywith CRCTableR703.8.3.4.Theveneershallbeseparatedfromthesheathingbyan air spaceofaminimumofa nominal1”butnotmorethan4½”.[CRCTable R703.7.4] 03 ☐ The methodofsupportformasonryveneeron woodconstructionshallbe constructedinaccordance with CRCFigureR703.8.2.1andFigureR703.8.2.2. Theallowablelintel spanshallbeper TableR703.8.3.1. 04 ☐ For fireplace/chimneyspecifythefollowing: a) Chimneyshall extend atleast 2fthigherthananyportionofthe building within 10 ft, butshallnotbelessthan 3ftabovethe highestpointwhere the chimneypassesthroughtheroof.[CRCR1003.9] b) Masonrychimneyshallhavea chimneycap(concrete,metal,or stone) slopedtoshedwater,a drip edgeand a caulked bondbreakaroundany flue liners.[CRCR1003.9.1] c) Rain capwheninstalled musthavea minimumclearance abovetheflue terminationtoprovidea net clearareaof fourtimesthefree areaoftheflue outlet.[CRCR1003.9.3] d) Reinforcemasonryor concretechimneyper CRCR1003.3and anchor chimneytofloorand roof/ceilinglineper CRCR1003.4. e) Woodburningfireplaceisnotallowed(perSCAQMDrule). 05 ☐ For factory-builtmetalfireplacespecify[CRCR1004]: a) Manufacturer,modeland ICBO/ULnumber. b) Installationanduseshallbeinaccordance with their listing. c) Non-ventedfireplacesor gas fired appliancesarenotpermitted. d) Factory-builtchimneymaximumoffsetis30 degreesverticallyand shall nothavemorethan 4elbows.[CRCR1005.7] 06 ☐ Fireplacegasvalves mustbelocated notmorethan6ftunlesslisted for installationinthefireplace.[CPC1212.5] 07 ☐ Providecompletedetailsandspecificationsforinstallationofglassunit masonry.[CRCR607] N. WATERHEATER: Item # Sheet # Corrections Requested Respond 01☐ Showlocationwaterheater on floorplan. 02 ☐ The minimumcapacity forwater heatersshallbeinaccordance with thefirst-hourratinglisted inCPC Table501.1(1).Printonplan CPC Table501.1(1). 03 ☐ Showhowheat producingappliances(waterheater/dryer/furnace)ingarage will beprotectedfromautomobiledamage(wheelblocksarenotsufficient). Elementsofappliances which createa glow,spark,or flameshall belocated a minimumof18"abovegarage floorunlesslisted asflammablevaporignition resistance.[CMC305.1,305.1.1] 04 ☐ Waterheatersshallbe anchoredor strappedtothestructure.[CPC507.2]. Showsize and locationofstraps,connector,etc. 05 ☐ Whena waterheater islocated inthe attic,attic-ceilingassembly,floor-ceiling assembly,or floor-subfloorassemblywheredamagemayresultfroma leaking waterheater,a watertightpanofcorrosion-resistantmaterialsshallbeinstalled beneaththewaterheaterwith a minimumthree-quarter(3/4) inch (20 mm) diameterdrain toanapprovedlocation.Suchpanshallnotbelessthan 1½” in depth.[CPC507.5] 06 ☐ Showsourceofcombustionair forwaterheater.[CMC701.0,CPC506.0] 07 ☐ Addthefollowingnoteonplan: EffectiveJan 1, 2017newinstallationgaswaterheater shallhaveallthe followingasper 2016 EnergyStandards150.0(n): 1) A120Velectrical receptacleiswithin3feet fromthewaterheater and accessiblewith noobstructions. 2) ACategoryIIIor IVvent,ora TypeB ventwith straightpipebetween outsideandwaterheater. 3) Acondensatedrainnomorethan2incheshigher than thebaseonwater heaterfornaturaldraining. 4) Agassupplylinewith capacityofatleast 200,000Btu/hr. O. ROOF/CEILINGFRAMING: Item # Sheet # Corrections Requested Respond 01 ☐ Specifythesize, spacingand directionofrafters. 02 ☐ The x raftersat o.c.over exceed the allowablespan forgrade.[CRCR802.5,CRCTablesR802.5.1(1),(2)] 03 ☐ a) Aridgeboard,valleyand hip membersnotlessin depththanthecut end of therafterisrequired[CRCR802.3]. b) Ridgebeams,valleys,and hipsshallbedesignedasbeams whenroofslope islessthan3:12[CRCR802.3]. c) Raftersshallbeframednotmorethan1½”offset fromeach othertoridge board.[CRCR802.3] 04 ☐ Roofpurlinsshallnotbesmallerthan therafterstheysupport.Purlinsshallbe continuousand supportedby2x4bracesat4ftoc. with anunbracedlengthnot over8feet, and notflatter than45degrees fromthehorizontal,tobearingwalls. [CRCR802.5.1] 05 ☐ Providedesignedridgebeams foropenbeamvaulted ceilingsor when ceiling joistsorrafterties arenotprovidedanddetail ridge/rafterconnection.[CRC R802.3.1] 06 ☐ Providemanufacturedrooftrussprofiles,layoutplan and calculationsfromtruss manufacturertocomplywith CRCR802.10. 07 ☐ For rooftie-downrequirements: a) Trussesor raftersshallbe attached tosupportingwall byconnection capable ofresistingupliftforcesper TableR802.11.[CRCR802.11.1.1,2] b) Trussand rafter connectionwith toenailingper prescriptiveconnection requirementsofTableR602.3(1)isonlyallowedundereither ofthe followingconditions[CRCR802.11.1]: 1) Uplift force≤200lbs,or 2) Roofpitch>5:12and meet allthe criteria: 115mphmax.windspeed, exposureB, 32’max.roofspan,24”max.spacingfortrussesor rafters c) Trussand rafter connectorisrequired forupliftforcesgreaterthan 200lbswhenlocated inwindexposurecategoryC.[CRCR802.11.1] 08 ☐ Showceilingjoistssize, spacing,directionandspanonplans. 09 ☐ The x ceilingjoistsat o.c.over exceed theallowable spanfor grade.[CRCR802.4,CRCTablesR802.4(1),(2)] 10 ☐ a) Ceilingjoistand raftershallbenailed to each otherin accordancewith CRCTableR802.5.1(9).[CRCR802.3.1] b) Whereceilingjoistsarenotparallel torafters,a minimumof2x4rafterties shallbeinstalledinaccordance with the connectionrequirementsinCRC TableR802.5.1(9).[CRCR802.3.1,FigureR802.5.1] 11☐ Providecollarties(1x4min.@48”oc.)or ridgestraps(1¼”x20gage)toresist winduplift connected inthe upperthird ofthe attic space.[CRCR802.3.1,CRC TableR602.3(1)] 12☐ Showblockingatendsofrafters and trussesatexteriorwalls, atsupportsof floorjoistsand attheridgelineoftrussroofs. P. WALLFRAMING: Item # Sheet # Corrections Requested Respond 01☐ Specifytheheadersize at door, windowand other openingsinexteriorbearing walls.[CRCTableR602.7(1)] 02 ☐ The x header at exceedsthe allowablespan forgrade.[CRCTableR602.7(1)] 03 ☐ Studsinbearing wallsarelimited to10 ft inheightunlessanapproveddesignis submitted.[CRCTableR602.3(5)] 04 ☐ Detail connectionofthetop ofinteriornon-bearingwallstomanufactured trusses.Providea ½" min deflectionspaceor thedeflectionspecifiedbythe trussdesign engineer. 05 ☐ Notetheuseoffull lengthstuds(balloon frame)on exteriorwallsofroomswith vaulted ceiling. 06 ☐ Cripplewallswith a studheight lessthan 14”shallbe continuouslysheathedon atleast onesidewith a woodstructuralpanel,orthe cripplewallsshallbe constructedofsolidblocking.All cripplewallsshallbesupportedon continuous foundations.[CRCR602.9] 07 ☐ Columnsshallberestrained to preventlateral displacementatthe bottomend. [CRCR407.3] Q. WALLBRACING: Item # Sheet # Corrections Requested Respond 01☐ Providewall bracingasspecifiedinCRCR602.10inconformancewith braced wall panelsconstructionmethods[CRCR602.10.4],requiredbracinglength [CRCR602.10.3]and locations[CRCR602.10.2.2.1]inbuildingsassignedto SeismicDesignCategoryD2: a) Bracedwall linespacingshallbe25’o.c.max.exceptinoneand two-story buildings35’o.c.max.spacingfora singleroom900sqftmax.With3:1 max.length-to-widthdiaphragmratio,with thetop platelapspliceof8-16d commonnailsoneachsideofsplice.[CRCTable602.10.1.3,Table R602.10.3(4)footnotec] b) Bracedwall panels maximumoffsetoutofplaneis4’ eachside.[CRC R602.10.1.2] c) Bracedwall panelsshallbefastenedtotherequired foundationin accordance with CRCR602.11.1.[CRCR602.10.8.1] 02 ☐ Bracedwall panelconnectionto roofframing[CRCR602.10.8.2]: 1) ForSDCD2: Topplatelapsplicesshallbeface-nailedwith 8–16dminimumnailson eachsideofsplice.[CRCR602.10.8.1] 2) ForSDC A,B,&C: a) Distancetopofraftersorrooftrussestotopplates≤9¼”blocking need notbeinstalled. b) Distancetopofraftersorrooftrussestotopplates9¼”-15¼”shall bewith blockingper FigureR602.10.8.2(1). 3) ForSDCD2: Distancetopofraftersorrooftrussestotopplates≤15¼”shallbe with blockingper FigureR602.10.8.2(1). 4) Forall SDC: Distancetopofraftersorrooftrussestotopplates> 15¼”shallbe with blockingperFigureR602.10.8.2(2)orFigureR602.10.8.2(3)orfull height engineeredblockingpanelordesignedbyanengineer. 03 ☐ Bracedwall panelsupport[CRRR602.10.9]: 1) Cantileveredfloorjoistsincompliancewith sectionR502.3.3permitted to supportbraced wall panels. 2) Raisedfloorsystemor pier foundationssupportingbraced wall panelsshall bedesignedbyanengineer. 3) Masonrystemwallswith length≤48”supportingbraced wall panelsshall bereinforcedper FigureR602.10.9. 4) Masonrystemwallswith length> 48”supportingbraced wall panelsshall be constructedperSectionR403.1. 5) MethodABW&PFHbracewall panelsshallnotbe attachedtomasonry stemwalls. 6) Concretestemwallswith length≤48”, >12”tall,and<6”thick supportingbraced wall panelsshallbereinforcedper FigureR602.10.9. 7) Exterior wallsofbuildingslocated inSDCD2shallbesupportedbya continuoussolidor fullygroutedmasonryor concrete footing.[CRC R403.1.2] 8) All requiredinteriorbraced wall panelslocated inSDCD2with plan dimensions>50’shallbesupportedbya continuoussolidor fullygrouted masonryor concrete footing.[CRCR403.1.2] 9) For2-storybuildinglocated in SDCD2with plandimension≤ 50’interior braced wall panelsshallbeon continuousfoundationexcept[CRC R403.1.2exception]: a) Cripplewall heightnotexceeds4’. b) Firstfloorbraced wall panelsaresupportedondoubledfloor joists,continuousblockingorfloorbeam. c) Thedistancebetweenbracinglinedoesnot exceed twicethe buildingwidth. 04 ☐ Bracewall paneljoints[CRCR 602.10.10]shallhavehorizontaljointsoccurs over and fastenedto1½”min.thicknesscommonblockingexcept: a) Wherethebracinglengthprovidedis atleast twicethemin.lengthrequired by TablesR602.10.3(1)and (3)blockingat horizontaljointsshallnotbe required forMethod WSP,SFB,GB,PBSor HPS. b) WhenmethodGBpanelsareinstalledhorizontally,horizontaljoint blockingis notrequired. 05 ☐ Cripplewall bracingforSDCD2[CRCR602.10.11&R602.10.11.2]: a) Cripplewallsshallbebraced perTablesR602.10.3(1)and(3),andthe applicableadjustmentfactorsin TablesR602.10.3(2)and (4). b) Thebracinglengthshallbemultipliedbyafactor1.15wheregypsumwall boardis notused on theinsideofthe cripplewall bracing. c) Wallbracingswith stoneand masonryveneer arenotpermittedwith cripplewallsand requireinteriorbraced wall linesbesupportedon continuousfoundation.[CRCR602.10.6.5] 06 ☐ Wallbracingfor dwellingswithstone andmasonryveneerinSDCD2[CRC R602.10.6.5]: 1) Theveneer≤1-storyhigh: a) Wallbracingshallbeinaccordancewith SectionR602.10.3. b) Thelengthofbracingshallbethegreaterof TableR602.10.3(1)with wind adjustmentfactoror TableR605.10.3(3)with seismic adjustmentfactor. 2) Theveneer> 1-storyhigh: a) Wallbracingshallbeusing method BV-WSPfor oneortwo dwellingsonly.Fortownhousesshallbedesignedbya licensed engineer. b) Wallbracingswith stoneand masonryveneer arenotpermittedwith cripplewallsand requireinteriorbraced wall linesbesupportedon continuousfoundation.[CRCR602.10.6.5] c) Thelengthofbracingshallbethegreaterof TableR602.10.3(1)with wind adjustmentfactoror TableR605.10.6.5withoutseismic adjustmentfactor. d) Bracedwall panelsshallbeginwithin10’fromeachendofa braced wall line and placed25’o.c. max.spacing.[CRCR602.10.2.2.1,CRC TableR602.10.1.3] e) Bracedwall panelsshallbesheathedwith 7/16”min.woodstructural panelwith 8d commonnails@4”, 4”, 12”.Theendofeach brace wall panelshallhaveholddowndeviceper TableR602.10.4and FigureR602.10.6.5. f) The minimumtotal lengthofbracinginabraced wall lineshallbe48” total.[CRCR602.10.6.5.1] 07 ☐ Intermittentandcontinuouslysheathedbracedwall panelsconstruction shallbeinaccordance with oneofthe methodslisted TableR602.10.4.[CRC R602.10.4] a) Mixingintermittentbracingand continuoussheathingmethodsfromstory tostoryispermitted. b) MixingofcontinuoussheathingmethodsCS-WSP,CS-G,and CS-PF alonga braced wall lineispermitted. 08 ☐ Continuoussheathingmethods[CRCR602.10.7]: a) Constructionshallbewith oneofthemethodslistedinTableR602.10.4. b) Continuoussheathingmethodsrequiresstructuralpanelsheathingto be used on allsheathablesurfacesincludingareas aboveand belowopenings and gableendwalls.[CRCR602.10.4.2]. c) Each endofa braced wall lineshallhaveend conditionsshowninFigure R602.10.7. d) Minimumpanellengthshallbe per TableR602.10.5and constructedper FigureR602.10.5. e) Thelengthofbracingshallbethegreaterof TableR602.10.3(1)with wind adjustmentfactoror TableR602.10.3(3)with seismicadjustmentfactor. f) Bracedwall panelsshallbeplaced within10'ofeachend ofthebraced wall lineprovidedwith a min.24”widereturnpanelis appliedtoeachside ofthebuildingcornerattachedper FiguresR602.10.7,orthe endofeach bracedwall panel closesttothecornershallhavea hold-downdevice(800 lbscapacity)per FigureR602.10.7. 09 ☐ MethodWSP[CRCR602.10.2.2.1exception]:Bracedwall panelsshallbe placed within10'ofeachendofthebraced wall lineprovided witha min.24” widereturnpanelis appliedtoeachsideofthebuildingcornerattached per FigureR602.10.7,ortheendofeach braced wall panel closesttothe corner shall havea hold-downdevice(1,800lbscapacity).Minimumlengthofpanelis 48” for 10’or lesshighpanel,53” for11’highpanel, or 58” for12’highpanel. Minimumthicknessis3/8”woodstructuralpanelw/ 8dnails@6”,6”, 12”o.c. [CRCTablesR602.10.5] 10☐ MethodABW[CRCR602.10.6.1]:Shallbeinstalledper FigureR602.10.6.1. Minimumlengthofpanelis 32” for9’or lesshighpanel,or 34” for10’high panelwith 1,800lbscapacityholdownfor1storybuildingor3,000lbscapacity holdownforfirststoryoftwo-storybuildings.Bracedwall panels≥11’is not permitted.[CRCTableR602.10.5,TableR602.10.6.1] 11☐ MethodPFH[CRCR602.10.6.2]:Shallbeinstalledper FigureR602.10.6.2& TableR602.10.6.4.Minimumlengthofpanelshallbeper TableR602.10.5.The header(min.3”x11.25”)shall extendbetweentheinsidefacesofthefirstfull- length outerstudsofeach panel.One5/8”Øanchorboltshallbeinstalledinthe centerofeachsill plate. Theholddownsshallbeanembedded-straptypewith 3,500lbsmin.capacity. 12☐ MethodCS-PF[CRCR602.10.6.4]:ShallbeinstalledperFigureR602.10.6.4 &TableR602.10.6.4.Minimumlengthofpanelshallbeper TableR602.10.5. The maximumnumberofcontinuousportalframepanelsis4ina singlebraced wall line. Maximumopeningheightis10’,butwall heightmaybeincreasedto 12’withponywall.[CRCTableR602.10.5footnotee] R. FLOORFRAMING: Item # Sheet # Corrections Requested Respond 01☐ Showsize, spacing,supportpointsanddirectionoffloor joists. 02☐ Doublejoists that areseparatedtopermittheinstallationofpipingor ventsshall befull depthsolidblockedwith 2xblockingspaced at48”o.c.[CRCR502.4] 03☐ The xfloor joistsat o.c.over exceedsthe allowable spanfor grade.[CRCTablesR502.3.1(1),(2)] 04☐ The xfloorgirder/beamunder exceedsthe allowable spanfor grade.[CRCTableR602.7(1),(2),(3)] 05☐ Forplywoodroofand floordiaphragmspecifythickness,grade,T&Gedges, panelspanrating,nailingscheduleand requiredblockingand panellayout pattern. 06☐ Bearingpartitionsperpendiculartojoistsshallnotbeoffset fromsupporting girders,beams,wall or partitions,morethan thedepthofthejoist.[CRC R502.4] 07☐ Exteriordeck framingrequirements[CRCR507]: a) Decksshallbepositivelyanchoredtotheprimarystructure.Such attachmentshall notbe accomplishedbytheuseoftoenailsornailssubject towithdrawal.[CRCR507.1] b) Decks with cantileveredframingmembersconnectionstoexteriorwalls shallbedesignedtoresistupliftresultingfromthefull liveload actingon the cantileveredportionofthedeck.[CRCR507.1] c) Deckledgershallbe2x8minimumpressuretreated lumberor redwood. Deckledgershallnotsupportconcentratedloadsfrombeamsor girders [CRCR507.2.1]. d) Ledgerfastenersshallbe hot-dippedgalvanizedor stainlesssteel[CRC R507.2.3].Deckledger connectiontobandjoistshallbeper CRCTable R507.2.Placementoflagscrews and boltsinledgersand bandjoistmust complyCRCTableR507.2.1andFiguresR507.2.1(1)&(2). e) Maximumdeckjoistspacingshallbeper CRCTableR507.4for perpendicularordiagonaltojoist.Maximumcantileverfordeckjoistis¼ ofthe actual adjacentjoistspan.[CRCR507.5] f) Wooddeckingshallbe attached toeachsupportingmemberwith minimum of(2) 8d threadednailsor (2)No.8woodscrews.[CRCR507.4] g) Splicesofmultispanbeamsshallbelocated atinteriorpostslocations. [CRCR507.6] h) Providehold-downtensiondevicesinstalledinnotlessthan2locations within 24”ofeach endofdeck,with design capacityof1500lbsminimum each[CRCR507.2.4,FigureR507.2.3(1)],OR Providehold-downtensiondevicesinstalledinnotlessthan4locationsper deck,with design capacityof750lbsminimumeach. [CRCR507.2.4, FigureR507.2.3(2)] S. FOUNDATION: Item # Sheet # Corrections Requested Respond 01☐ Ageologicalreport/soilreportpreparedbya civil engineerisrequiredwherea tentativeand final map isrequired.[CRCR401.4.1.1.1]. 02 ☐ Submita reviewletter bysoilsengineerand incorporateanyrequirementsand recommendationsintotheplans[CRCR401.4.1.1.3]. 03 ☐ Thesoilsreportrequiresfoundationexcavationstobereviewedbysoils engineer.Noteon thefoundationplan “Prior torequestinga Building Departmentfoundationinspection,thesoilsengineershallinspectand approve thefoundationexcavations”. 04☐ Soilbearingpressureislimited to1500lbs/sqftora soilsreportrecommends otherwise.[CRCR401.4.1,TableR401.4.1] 05 ☐ Noteon plan: a) The minimumcompressivestrengthofconcretef’c=2,500psi.[CRC TableR402.2] b) The minimumyield strengthofreinforcingsteel shallbe40,000psi(grade 40).[CRCR 403.1.3.5.1] 06☐ Call outon foundationplan minimumthicknessof3½”concreteslab-on-ground floor,reinforcementand6mil polyethylenevaporretarderwith jointlappednot lessthan 6”placed betweentheconcrete floorslab andthebasecourseor the preparedsubgradewhereno basecourseexists.[CRCR506.1,CRCR506.2.3]. Capillarybreakshallbeinstalled whena vaporretarderisrequired.[CRC R506.2.3.1] 07☐ Call outanchorboltsize and spacingon foundationplan.Provide½”Ø anchorboltembedded7" minimumat 6'o.c.maximumspacingwith 3”x 3”x0.229”steelplatewasher.[CRCR403.1.6,R602.11.1]Anchorboltsshallbelocatedinthemiddlethird ofthewidthofthesill plate.[CRCR403.1.6] Providea minimumof2 boltsperplatesection with oneboltlocated not morethan 12”or lessthan 7 boltdiametersfromeachend oftheplate section.[CRCR403.1.6]Theholeintheplatewasherispermittedto be diagonallyslottedwith a widthofupto3/16”largerthan theboltdiameterand a slotlengthnotto exceed1¾”,provideda standardcut washerisplaced betweentheplate washerand thenut.[CRCR602.11.1]Fastenersforpreservativetreated and firetreated woodshallbeofhot dippedzinccoated galvanizedsteel, stainlesssteel, siliconbronzeor copperexcept½”Øor greatersteel boltand fastenersotherthannailsand timberrivetsshallbepermittedtobemechanicallydepositedzinccoated steel ASTMB695class 55 minimum[CRCR317.3.1,3]. 08 ☐ Specifysize, embedment,spacing,ICCnumberand manufacturerofpower drivenpins.(Notpermittedon perimeterfootings.) 09☐ Ifrequiredbystructuralcalculations, showsize, locationandembedmentlength ofholddownanchorson foundationplan. 10 ☐ Noteonplan thatholddownhardwaremustbesecuredinplacepriorto foundationinspection. 11☐ Detail (and referencelocation on foundationplan)typicalfoundationsections for:perimeterwalls,interiorbearing walls,depressedslabs, foundationcommon to dwellingandgarage,garageentrance,spread and/orpostpads. 12☐ a) Minimumfootingsizefor conventionallight-frameconstructionshallbe per CRCTableR403.1(basedon1500psfsoilbearingcapacityand 20 psf liveload): Story andtypeof Widthx Widthx structure Thicknessof Thicknessof concretefooting concretefooting withbrick veneer 1story–slabon grade 12”x6” 12”x6” 1story–with crawlspace 12”x6” 15”x6” 2story–slabon grade 12”x6” 15”x6” 2story–with crawlspace 16”x6” 20”x6” 3story–slabon grade 14”x6” 20”x6” 3story–with crawlspace 19”x6” 26”x8” Note: Basedon32’widehouse with load-bearingcenter wall that carrieshalfofthe tributaryattic,and floor framing.Forevery2’ ofadjustmenttothe widthofthe house,addor subtract2”offootingwidth and1”offootingthickness(butnot lessthan 6”thick). b) Exteriorfootingsshallbe placed 12”minimumbelowtheundisturbed groundsurface.[CRCR403.1.4] 13☐ Continuousfootingsin SeismicDesignCategoryD2: a) Concretestemwallswithconcretefootings.Wherea constructionjointis created betweena concrete footingand a concretestemwall,aminimum1 - #4vertical bar shallbeinstalledat 4’ o.c.max.Thevertical bar shall extendto3” clear ofthe bottomofthefooting,havea standardhookand extenda minimumof14”into thestemwall.Aminimumof1- #4 horizontalbar shallbeinstalledwithin12”ofthetopofthestemwall and 1- #4horizontalbar shallbelocated 3”to 4”fromthebottomoffooting. [CRCR403.1.3.1] b) Masonrystemwallswithconcretefootings.Whereamasonrystemwall is supportedon a concrete footing,a minimumof1- #4 vertical barshallbe installed at4’ o.c.max.Thevertical bar shall extendto3” clear ofthe bottomofthefootingandhavea standardhook.Aminimumof1- #4 horizontalbar shallbeinstalledwithin12”ofthetopofthestemwall and 1- #4horizontalbar shallbelocated 3”to 4”fromthebottomoffooting. Masonrystemwallsshallbesolidgrouted.[CRCR403.1.3.2] c) Slab-on-groundwithturn-downfootingscastmonolithicallyshallhave aminimum1-#4 attop & bottomofthefootingOR1-#5bar OR2- #4 barsinthemiddlethirdofthefootingdepth.[CRCR403.1.3.3,Figure R403.1.3detail 1] d) Slab-on-groundwithturn-downfootingsnotcastmonolithicallyshall have minimum#3 vertical dowels at 4’oc. with standardhooksoneach end.[CRCR403.1.3.3,FigureR403.1.3detail2] e) Interior bearingand bracedwall panelfootingscastmonolithically withaslabongradeshall extendtoa depthofnotlessthan12”belowthe topoftheslab.[CRCR403.1.3.4] f) Vertical andhorizontalreinforcementlapsplicelengthshallbeper CRC TableR608.5.4(1)and FigureR608.5.4(1). g) Fordetached one-andtwo-familydwellingswhich are3storiesor less and constructedwith studbearing wall,isolatedplain concrete footing supportingcolumnsandpedestalarepermitted.[CRC403.1.3.6]. 14☐ Thetop surfaceoffootingsshallbelevel. Providedetail forsteppedfootings whenslopeofthebottomsurfaceoffootingexceedsoneinten.[CRCR403.1.5, R602.11.2,FigureR602.11.2] 15☐ Showminimum18 inch clearancefromgradeto bottomoffloorjoistsand minimum12 inch clearancetobottomofgirders.[CRCR317.1item1] 16☐ Allwood framingmembersthat rest on concreteor masonryexterior foundation wallsshallbe8”min. fromexposedground.[CRCR317.1item2] 17☐ Specifythat foundationsillsshallbepressuretreated,or foundationgrade redwood.[CRCR317.1item3] 18☐ Theend of woodgirdersenteringexteriormasonryor concretewallsshallbe providedwith a minimumof½"air spaceontops,sidesand endsorprovide pressuretreated lumber.[CRCR317.1item4] 19☐ Woodsiding,sheathingand wall framinghavingclearance<6”fromthe groundor<2”fromconcretesteps,porchslabs,patioslabsshallbepressure treated wood.[CRCR317.1item5] 21☐ Woodcolumnsthat are exposed totheweatheror in basements,supportedby concretepiersor metal pedestalsshallproject atleast 1” abovea concrete floor or 6” aboveexposedearth and theearth is coveredbyanimperviousmoisture barrier.[CRCR317.1.4exception1] 22☐ Columnsinenclosed crawlspacesor unexcavatedareaslocated withinthe peripheryofthebuilding,supportedbya concretepier or metal pedestalshallbe greaterthan 8”fromexposedearth andthe earthis coveredbyanimpervious moisturebarrier.[CRCR317.1.4exception2] 23☐ Providea weep screed forstucco at or belowthefoundationplatelinea minimumof4” abovethe earth or2” abovepaved areas.[CRCR703.7.2.1] 24☐ Provideaccessopeningstoallunder-floorspaces,18”x24”min.access openingthroughtheflooror16”x24”min.accessopeningthrougha perimeter wall [CRCR408.4].Throughwall accessopeningsshallnotbelocated undera door[CRCR408.4].Nounder-floorcleanoutshallbelocated exceeding5’from anaccessdoor,trap door,orcrawlholeplumbingclean-outs.[CPC707.9] T. STRUCTURAL Item # Sheet # Corrections Requested Respond 01☐ Specifygradeand speciesofframinglumber,treated mudsills,typeand gradeof plywood,glued-laminatedtimber, designstrengthofconcrete,rebargrade, ASTMdesignationofstructural steel shapes,and masonryunits,mortarand groutstrength. 02☐ Crossreferenceallcalculationsforjoists,beams,shearwalls, etc... to framing/floorplans. 03☐ Detail thesheartransferconnectionswhichtransferlateral forces from horizontaldiaphragmsthroughintermediateelementsand shearwallstothe foundation.[CRCR301.1] 04☐ Specifyon theframingplanstheshearwallmaterial,thickness,size and spacing offastenersand soleplatenailing.Call outanchorboltspacingand holddown hardwareon foundationplan. 05☐ Detail howtheinteriorshearwallsare connected totheroofdiaphragm.[CRC R301.1] 06☐ Checktheshearwall overturningreactionson thebeams/columnsper ASCE7- 10 section12.4.3forthespecialseismicload combinations. 07☐ Irregularstructureswhichdonotcomplywith prescriptiveconstruction provisionsshallbedesignedbya licenseddesignprofessional.[CRC R301.2.2.2.5] 08☐ Providedragstrut at .Detailthestrut andtopplate connection. 09☐ Designand detailsarerequiredbya registereddesignprofessionalforretaining wallsthat arenotlaterallysupportedatthetopandthat retain in excessof48”of unbalancedfill, ORretaining wallsexceeding24” inheight that resistlateral loadsinaddition tosoil.Retainingwallsshallbedesigned fora safetyfactorof 1.5 againstlateral sliding&overturning.[CRCR404.4] T.MECHANICAL/ELECTRICAL/PLUMBING: Item # Sheet # Corrections Requested Respond 01☐ ShowlocationofF.A.U./returnair grill /waterheater on floorplan. 02☐ Showa level workingplatformnotlessthan 30”x30"infrontoftheservice sideoffurnace.[CMC304.4.3] 03☐ Accesstoattic furnacemustbewithin20 feet ofunit and shallhavea continuoussolidwalkwayatleast 24inches wide.A120-voltreceptacleoutlets and a switch controlledlightis also required.[CMC304.4.1,2,4] 04☐ Showsourceofcombustionair tofurnaceand waterheater.[CMC701.1,CPC 506.0] 05☐ Providetype1clothesdryerexhaustduct(min.4inchdia. And0.016”thick rigidmetal)tothe outsideofthe buildingandequipped with a back-draft damper.Exhaustductlengthislimited to 14 ft. with 2elbows.[CMC504.2, 504.4.2.1,504.4] 06☐ a) Provide100squareinchesof makeupair for clothesdryercloset.[CMC 504.4.1item(1)] b) Type1clothesdryerexhaustductshallbeprovided with makeupair in accordance with themanufacturerinstructions.[CMC504.4.1item(1)] c) Type2clothesdryersshallbeprovided with makeupair openingsof1 squareinch for each 1,000Btu/htotal inputratingofdryerinstalled.[CMC 504.4.1item(2)] 07 ☐ All hosebibs musthaveanapprovedanti-siphondevice.[CPC603.5.7] 08 ☐ Showelevationsoffinishfloorand nearest upstreammanhole.Showthat finish flooris aboveupstreammanholeor providebackwater valveper CPC710.1. Notethat fixturesabovesuch elevationshall notdischargethroughthe backwatervalve. 09☐ Under-floorcleanoutshallbelocated notexceeding5’ fromanaccessdoor, doortrap,or crawlhole.[CPC707.9] 10☐ a) Showsize and locationofelectrical serviceand panels.Providepanel schedulesandsinglelinediagramsforservicesof400 amp and greater. b) Noteonplan thatlocationofelectrical servicepanelmustbe approvedby Edison. 11☐ ProvideUFERorotherapprovedground.[CEC250.50] 12☐ Oneswitchedlightfixtureor switchlightingoutletshallbeinstalledin every habitableroom,bathroom,stairway,hallways,attached garage,detached garage with electricpower,at outdoorentrancesor exits,interiorstairways,attics, underfloorspaces,utilityrooms, and basements.[CEC210.70(A)] 13☐ Interiorstairwaysshallbeprovided with artificial lightsourcetoilluminate thelandingsandtreads,capableofilluminatingtreadsand landingsatleast 1foot candlemeasuredatthe center oftreadsand landings.[CRCR303.7].Exteriorstairwaysshallbeprovided with artificial lightsourcelocated at the top landingofthestairway[CRCR303.8].Providea wall switch ateachfloorlevel tocontrollightingforstairway withsixor morerisers.[CRCR303.7] 14☐ Provideatleast oneoutdoorweatherproofGFCIreceptacle atfrontand backofdwellingunit,notmorethan 6½ftabovegrade.[CEC210.52(E)(1) and 210.8(A)(3)] Receptaclesinwet locations musthavea listed “extraduty”cover.[CEC 406.9(B)(1)] 15☐ Provideatleast oneweatherproofGFCIreceptacle forbalconies,decks,and porchesthat are attached tothedwellingunit and are accessible frominsidethe dwellingunit.Thereceptacleshallnotbelocated morethan6½’abovethe balcony,deck,or porchwalkingsurface.[CEC210.52(E)(3),210.8(A)(3)] 16☐ a) Provideatleast onereceptacle(in additionto anyreceptacleprovidedfor specificequipment)inattached garage,unfinishedportionofbasement,or ineach detachedgarageor accessorybuildingwith electricpower.[CEC 210.52(G)] b) Thebranch circuit supplyingthe garagereceptaclesshallnotsupplyoutlets outsideofthe garage.[CEC210.52(G)(1)] c) Provideatleast onereceptacleoutletinstalledingarage for eachcar space. [CEC210.52(G)(1)] 17☐ ProvideGFCIprotectiontoall 125 volt,15 and 20 amp receptacles installedinbathrooms,outdoors,inunfinishedbasements,atkitchen countertopsurface,within6’ofsink,within6’ ofbath tubsor showerstall, laundryareas, and garages.[CEC210.8(A)] ProvideGFCIprotection foroutletsthat supplydishwashers.[CEC 210.8(D)] 18☐ Walls2feet wideor greatershallhavean outlet.Outletsshallbespacedno morethan 12 feet apart, and a maximumof6feetfromend of wallsor opening. [CEC210.52(A)] 19☐ Provideatleast onereceptacleoutletforhallwaysover10 ft inlength.[CEC 210.52(H)] 20☐ Foyersthat arenotpartofa hallwayhavinganarea>60 ft2arerequiredtohave receptacle(s)located ineachwall space3ftor moreinwidth.[CEC210.52(I)] 21☐ In the kitchen,pantries,breakfastrooms,and diningrooms,a receptacleshallbe providedfor eachwall countertopspacewiderthan 12 inchesso that nopointis morethan 24"froman outlet.[CEC210.52(C)] 22☐ Noteonplan:Theminimumclearancebetweenluminariesinstalledinclothes closetsand thenearest pointofa closetstoragespaceshallbeperCEC410.16 &Figure410.2: a) 12” forsurface-mountedincandescentor LEDluminarieswith a completelyenclosedlightsourceinstalledonthewall abovethe doororon the ceiling. b) 6”forsurface-mountedfluorescentluminariesinstalled on thewallabove the doororonthe ceiling. c) 6”forrecessedincandescentor LEDluminarieswith a completely enclosedlightsourceinstalledinthewall or the ceiling. d) 6”forrecessedfluorescentluminariesinstalledinthewall or ceiling. e) Surface-mountedfluorescentorLEDluminariesshallbepermittedto be installedwithinthe closetstoragespacewhereidentifiedforsuchuse. 23☐ Wherethe electrical serviceislocated in/onthe attached garageand a furred garage wall isthemethodusedtorun the non-metallicsheathed cablestothe residencethroughthefirewall,providea detail showinghowthe penetration willbefirestopped.[CEC300.21] 24☐ All branch circuits that supply120 volt,singlephase,15and20 ampereoutlets installedindwellingunitfamilyrooms,kitchens,diningrooms,livingrooms, parlors,libraries,dens,bedrooms,sunrooms,recreationrooms,closets, hallways,laundryareas,or similarroomsor areasshallbeprotectedbya listed arc-faultcircuit interruptercombinationtype[CEC210.12(A)]. 25☐ All nonlockingtype125-volt,15and 20 Ampreceptaclesina dwellingunit shallbelisted tamper-resistantreceptacle exceptforreceptacleslocated more than5½’abovethefloor.[CEC406.12] 26 ☐ Refrigerantserviceportslocatedoutdoorsshallbefitted with locking-type tamper-resistantcaps.[CMC1105.11] 27☐ Water closetsshallhaveaneffective flush volumeof1.28 gallonsmax.of water perflush.[CPC411.2] X.SOUNDTRANSMISSION: Item # Sheet # Corrections Requested Respond 01☐ Detail wallsand floor/ceilingassembliesseparatingdwellingunitsand sleeping unitsfromeach otherorfrompublicor serviceareastoshowthefollowing [CBC1207.2]: − STCratingof50 minimum(45 iffield tested).−Penetrationsoropeningsshallbesealed,lined,orinsulatedto maintaintherequiredrating. 02☐ Detail floor/ceilingassembliesbetweendwellingunits and sleepingunitsor betweena dwellingunitor sleepingunit and a publicor serviceareawithina structureshallhaveanimpactinsulationclass(IIC)ratingof50 minimum(45 if field tested).[CBC1207.3] Z.ADDITIONALCORRECTIONS: Item # Sheet # Corrections Requested Respond 01☒ A2.0 Under the patio cover area, enclosure walls shall be open or provide glazed area at the longer wall and one other wall of at least 65% of the area below a minimum of 6’-8” of each wall. The wall at the patio cover does not meet the above requirement. 02☒ A2.0Specify landing width and length at door #6. 03☒ A2.0Provide a window schedule in bedroom #4. 04☒ A2.0 Verify new window meets egress window requirements in existing window #3. 05☐ 06☐ 07☐ 08☐ 09☐ 10☐ 11☐ 12☐ 13☐ 14 ☐ 15 ☐ 16 ☐ 17☐ 18☐ 19 ☐ 20 ☐