Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
RRAD19-0197_PLANS
OI �1 "1• 11 (E) aV WALL 0 au WALL ------.� ------------------------------------------------------------------ 0 NATURAL 6RADE 0 NATURAL 6RADE 0 NATURAL GRAM r------------------------ 6--0,—------------------------------� I I � I I 0 NATURAL 6RAOE EXI5TIN6 TRELLISED GONGRETE PATIO 70671 i11 Av- I ' ............- - 3 ----------� 1. ? (ERESIDENCES INTERIOR ALTERATIONS (E) / VBZIFY MECHANIGAL EQUIPMENT SUPPORTED DIRECTLY BY THE 6ROUND SHALL BE ISOLATED FROM THE 6ROUND BY A LEVEL CONCRETE SLAB EXTENDING NOT LE55 THAN THREE (3) INCHES ABOVE THE ADJOINING 6ROUND LEVEL CMG 11062 i F� I (E) GARAGE 2016 CALIFORNIA BUILDING GODE (2015 IBC 2016 CALIFORNIA I E510MAL CODE (2015 IRG) 2016 CALIFORNIA ELEGTRIGAL CODE (2014 NEG 2016 CALIFORNIA MEGHANIGAL CODE (2015 UMG I 1 2016 CALIFORNIA ENERGY GORE PART b I TO REMAIN U0I5TURBED (2015 IFC) 2016 CALIFORNIA BUILDING STANDAR015 ACHIN15TRATIVE GORE 2016 CALIFORNIA 6REEN BUILDIN6 STANDARD5 CODE SITE PLAN GIN OF PALM DE5ERT H NIGIPAL CODE APN: 614-091-003 I I RMM MANDATORY MEASURES LOT/PARGEL: 54 SUBDIVISION NAME: SUNNY LANE I PALM ESTATES 2 'E � 43100 ACACIA DR i 1 PALM DESERT, GA 92260 SN STRUCTURAL NOTES S1 FOUNDATION PLAN _____W R-3 SINGLE FAMILY S2 ROOF FRAMING PLAN CONSTRUCTION: YEAR BUILT: 19�s I ® SPRINKLER: I T24 ENERGY REPORT AND REPAIR AREA TABULATIONS: CITY OF PALM DESERT DEPARTMENT OF (E) LIVING AREA 1,404 50. FT. 1 ( 1 I I (E) GARAGE 43-1 50. FT. ❑ P.C. RES.,(JQ ❑ ARC ACTION FORM II VV 191 BY -A -M CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL 0 LANDSCAPE SCOPE OF WORK I • INTERIOR REMODEL AT KITCHEN AND BATHROOMS (Ei LANDSCAPE ( 1 EXI5TING GONGRETE PATIO I � 0 LANDSCAPE -- 1 ......�� (E) EX15TINC7DRIVEWAY — ........ .aOD Ulm 0 CACip, DR X3`700 A GEN _ -- - - - SI'TE PL,AN SCALE: 1 /8" c 1 `-0" 45700 ACACIA DR. PALM DESERT, CA 92260 APN: 640-061 P-0 'I 'I GENERAL NOTES VICINITY MAP NOT GALE I.- VERIFY CONNECTION POINTS FOR POHER TELEPHONE AND GAN SYSTEMS PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOCATIONS INDICATED FOR TRANSFORMER LOCATIONS, ETC. 2. -COMPLY WITH ALL UTILITY COMPANY REQUIREMENTS. PROVIDE ALL RELATED CONDUITS, PULL BOXES AND RISERS. 3. -CONTRACTOR SHALL VERIFY ACTUAL DEPTH AND LOCATION OF ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION... GALL UNDERGROUND SERVICE ALERT (TOLL FREE 800-642-2444) PRIOR TO TRENGHING, GRADING, EXCAVATING, DRILLING, PIPE PUSHING, PLANTING TREES, DIGGING FENCE POST HOLES ETC. THEY HILL SUPPLY INFORMATION OR LOCATE AND MARK ANY UNDERGROUND FACILITIES. 4. -IF ANY ERRORS, DISGREPANGIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR HILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANGES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 5.-PROP05ED ROOF TILE, STUCCO FINISH, WINDOWS, ARCHITECTURAL DETAILS, ETC. TO MATCH EXISTING 6.-5PEGIAL INSPECTION IF REQUIRED FOR THE FOLLOWING ITEMS : • SOILS COMPACTION PRIOR FOUNDATION INSPECTION • EXPANSION/EPDXY ANCHORS INSTALLATION • STRUCTURAL MASONRY Underground Service Alert Cali: TOLL FREE • Know what's beknm Call before you di TWO WORKING DAYS BEFORE YOU DI6 DEFERRED SUBMITTALS "SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN RE1/IEI^ED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL." NO DEFERRED SUBMITTALS AT TH15 PROJECT SUBSTITUTIONS 1 I : ALL OR EQUAL SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPRO\/ED BY BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE I TEM II CITYAF PALM DESERT PDEPA ILDING 8 AP OV f A BY / IS APPROV L COMES NULL S V , IF SPECTION IS NOT RECO ED WITHIN 180 DA S O ISSUANCE. LL WORK SH L BE DONE IN ACCORDANCE WITH APPROVED P S. THIS APPROVAL SHALL NOT BE CONSTRUED TO BE A PERMIT FOR: AN APPROVAL OF: ANY VIOLATION OF ANY OF THE PROVISIONS OF STATE b CITY ORDINANCES OR LAWS. THIS SET OF APPROVED PLANS MUST BE KEPT ON THE JOB UNTIL COMPLETED. PARK VIEW DR MIMOSA OR SITE 0 ARBOLEDA DR O V V Q PALM DESERT, CA REFERENCE CODES THIS PRO.IEGT SHALL COMPLY WITH: CENERALI 2016 CALIFORNIA BUILDING GODE (2015 IBC 2016 CALIFORNIA I E510MAL CODE (2015 IRG) 2016 CALIFORNIA ELEGTRIGAL CODE (2014 NEG 2016 CALIFORNIA MEGHANIGAL CODE (2015 UMG 2016 CALIFORNIA PLUMBING CODE (2015 UPG) 2016 CALIFORNIA ENERGY GORE PART b (655G) 2016 CALIFORNIA FIRE GORE (2015 IFC) 2016 CALIFORNIA BUILDING STANDAR015 ACHIN15TRATIVE GORE 2016 CALIFORNIA 6REEN BUILDIN6 STANDARD5 CODE SITE PLAN GIN OF PALM DE5ERT H NIGIPAL CODE APN: 614-091-003 CONSTRUCTION HOURS & NOISE b.08.045 Disturbances by Construction Noises It is a nuisance and it is unlawful, for any person to be engaged or employed, or for any person to cause any other person to be engaged or employed, in any work of construction, erection, alteration, repair, addition to, or Improvement to realty, except between the hours set forth as follows, If the noise or other sound produced by the work Is of such Intensity or quality that it disturbs the pease and quiet of any other person of normal sensitivity. The permitted hours for such work are as follows: October Ist through April 30th: Monday - Friday: '1:00 A.M. to 5:30 P.M. Saturday: 8:00 A.M. to 5.00 P.M. Sunday= None Government Code Holidays: None May 15t through September 30th: Monday - Friday: b:00 A.M. to '1:00 P.M. Saturday= 8:00 Am. to 5:00 P.M. Sunday= None Government code Holidays: None No person doing or causing work prohibited by Subsection A of this section, after being informed orally or In writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fall, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet. Exceptions: Emergency repair of existing Installations or equipment or appliances; Construction work complying with the terms of a written early work permit which may be Issued by the City Manager or his designee, upon a showing of sufficient need due o hot or Inclement weather, or the use of on unusually long process material, or other circumstances of unusual and compelling nature. (Ord. 18 §I, 1482) SHEET ISD X CENERALI INFORMATION OWNER: ALEX GHUO 43100 AGAGIA OR PALM DESERT, GA 92260 CS COVER SHEET SITE PLAN LEGAL DESCRIPTION: APN: 614-091-003 BOOK/PAGE: MB 33/15 RMM MANDATORY MEASURES LOT/PARGEL: 54 SUBDIVISION NAME: SUNNY LANE A 1 FLOOR PLAN PALM ESTATES 2 PROJECT ADDRESS : 43100 ACACIA DR PALM DESERT, GA 92260 SN STRUCTURAL NOTES S1 FOUNDATION PLAN OCCUPANCY: R-3 SINGLE FAMILY S2 ROOF FRAMING PLAN CONSTRUCTION: TYPE VB NON - RATED YEAR BUILT: 19�s E 1 ELECTRICAL PLAN PI PLUMBING PLAN SPRINKLER: NO (EXISTING) T24 ENERGY REPORT AREA TABULATIONS: CITY OF PALM DESERT DEPARTMENT OF (E) LIVING AREA 1,404 50. FT. CO(HMUNITY DEVELOPMENT APPROVED BY. ❑ C.0 RES. NO STAFF LETTER (E) GARAGE 43-1 50. FT. ❑ P.C. RES.,(JQ ❑ ARC ACTION FORM II VV 191 BY -A -M CONSTRUCTION SHALL COMMENCE WITHIN ONE YEAR OF THE APPROVAL SCOPE OF WORK • INTERIOR REMODEL AT KITCHEN AND BATHROOMS THESE DRAWING5 ARE COPYRIGHTED IN5TRUMENTS OF SERVICE A5 DEFINED BY THE CALIFORNIA ADMINISTRATIVE GORE. THEY ARE OWNED BY GL5 ARCHITECTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(5) ONLY THIS DESIGN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE USED OR REPRODUCED WITHOUT THE WRITTEN CONSENT OF 6L5 ARCHITECTURE. THIS DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. GL.5. ARCHITECTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PERMITS. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com NO * No. CV C11991 O\. A 1Of 112019 EXP. DATE OQ�' CP SHEET TITLE: COVER SHEET SITE PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET M/Green, M/Green, M/Green. M/Green. MZGreenll 41ion HCD SHL 605 (Rev. 4/16) Page 1 of 10 HCD SHL 605 (Rev. 4116) Page 2 of 10 HCD SHL 605 (Rev. 4!16) Page 3 of 10 HCD SHL 605 (Rev. 4!16) Page 4 of 10 HCD SHL 605 (Rev. 4/16) Page 5 of 10 HCD SHL 605 (Rev. 4/16) Page 6 of 10 HCD SHL 605 (Rev. 4116) Page 7 of 10 HCD SHL 605 (Rev. 4/16) Page 8 of 1o HCD SHL 605 (Rev. 4116) Page 9 of 1O HCD SHL 605 (Rev. 4116) Page 10 of 10 NG OFp`0 ill RESIDENTIAL MANDATORY MEASURESEFFECTIVEJANUARY 1, 20172016 CALGREEN CODESECTION REQUIREMENTSScoe101.3.1AppliestoALLnewlyconstructedresidentialbuildings:low-rise,high-rise,andhotels/motels.Additionsandalterations•AppliestoadditionsoralterationsofresidentialbuildingswheretheadditionorIticreasesthebuildin'sconditionedareavolumeorsize.aerationng301.1.1Requirementsonlyapplywithinthespecificareaoftheadditionoralteration.•NotedirectscodeuserstoCivilCodeSection1101.1etseq.,regardingrelacementofnon-cornliantlumbinfixtures.Low-riseandhih-risebuildingsv'n-rirhinonl301.2BannersidentiroIs)onsaIItolowseonlLRohseHStormwaterdrainageandretentionduringconstruction4.106.2Projectswhichdisturblessthan1acreofsoilandarenotpartofalargercommonplanofdevelomentshallmonoastormwaterdrainsadurinconstruction.GradinandpavingConstructionplansshallindicatehowthesitegradingordrainagesystemwillmanage4.106.3allsurfacewaterflowstokeepwaterfromenteringbuildings.Exceptionforadditionsandalterationswhichdonotaltertheexistingdraina�ge�ath.Electricvehicle�V)harginfornewconstruction•ComplywithSection4.106.4.1and4.106.4.2forfutureinstallationanduseofEVchargers.•Electricvehiclesupplyequipment(EVSE)shaltbeinstalledinaccordancewiththeCalifomiaElectricalCode,Article625.4.106.4Exceptionsonacase-by-casebasisasdeterminedbytheLocalEnforcingAgency:1.Wherethereisnocommercialpowersupply.2.Verificationthatmeetingrequirementswillasterthelocalutilityinfrastructuredesignrequirementsontheutilitysideofthemeterincreasingcoststothehomeownerldeveloerbmorethan$400.00erdwellinunit.EVchsin1-&2-famildwellinsttownhouseswithattachedrivateoraes•Installalistedracewaytoaccommodateadedicated208/240-voltbranchcircuitforahwellinunit.ecd9•Racewayshallnotbelessthantradesize1(nominal1-inchinsidediameter).4.106.4.18.Racewayshalloriginateatthemainserviceorsubpanelandterminateintoalisted4.106.4.1.1cabinet,boxorotherenclosureincloseproximitytotheproposedlocationofanEVcharger.•Racewaysarerequiredtobecontinuousatenclosed,inaccessibleorconcealedareasandspaces.•Servicepaneland/orsubpanelshallprovidecapacitytoinstalla40-ampereminimumdedicatedbranchcircuitandspaces)reservedtopermitinstallationofabranchcircuitovercurrentprotectivedevice.Servicepanelorsubpanecircuit REQUIREMENTSConstruction REQUIREMENTS4.106.4.1 & directory shall identify the overcurrent protective device spaces) reserved for future4.106.4.1.1EVchargingas"EVCAPABLE".Theracewayterminationlocationshallbecontinuedermanentlandvisiblmarkedas"EVCAPABLE".EVcharinformultifamildwellinsiroremultifamildwellinunitsconstructedonAppliestobuildingsteswith17omygthesite.3%ofthetotalnumberofparkingspacesprovidedforalltypesofparkingfacilities,4.106.4.2butinnocaselessthanone,shallbeelectricvehiclechargingspaces(EVspaces)capableofsupportingfutureEVSE.CalculationsforthenumberofEVspacesshallberoundeduptothenearestwholenumber.Note:Constructiondocumentsareintendedtodemonstratetheproject'scapabilityandcapacitIII Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm yforfacilitatingfutureEVcharging.ThereisnorequirementforEVspacesstruttedoravaitableuntilEVcharersareinstalledforuse.tobecon�riaceEVsacelocationsEVch�n9SP�p--)ConstructiondocumentsshallindicatethalocationedEVspaces.Atleast1EVspaceshallbelocatedincommonuseareasandavailableforusebyallresidents.WhenEVchargersareinstalled,EVspacesrequiredbySection4.106.4.2.2,4.106.4.2.1Item3,shallcomplywithatleast1ofthefollowingoptions:1.TheEVspaceshallbelocatedadjacenttoanaccessibleparkingspacemeetingtherequirementsoftheCaliforniaBuildingCode,Chapter11A,toallowuseoftheEVchargerfromtheaccessibleparkingspace.2.TheEVspaceshallbelocatedonanaccessibleroutetothebuilding,asdefined'thlifomiaBuildinodeCh_aermeCaCEVcharinsaceEVspacedimensionsEVspacesshallbedesignedtocomplywiththefollowing:1.TheminimumlengthofeachEVspaceshallbe18feet.2.TheminimumwidthofeachEVspaceshallbe9feet.Ish1shallalsohavean8-footwide4.106.4.2.23.Oneineve25EVsacesbutnotestanrYPminimumaisle.A5-footwideminimumaisleshallbepermittedprovidedtheminimumwidthoftheEVspaceis12feet. tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: imers,sealants,sealantprimers,andcaulksshallcomplywithlocalorregionalairpollutioncontrolorairqualitymanagementdistrictruleswhereapplicable,orSCAQMDRule1168VOClimits,asshowninTables4.504.1or4.504.2,asapplicable.Suchproductsshallalso4.504.2.1complywithRule1168prohibitionontheuseofcertaintoxiccompounds(chloroform,ethylenedichloride,methylenechloride,perchloroethyleneandtrichloroentylene),exceptforaerosolproductsasspecifiedinSubsection2below.2.Aerosoladhesives,andsmallerunitsizesofadhesives,andsealantorcaulkingcompounds(inunitsofproduct,lesspackaging,whichdonotweighmorethan1poundanddonotconsistofmorethan16fluidounces)shallcomplywithstatewideVOCstandardsandotherrequirements,includingprohibitionsonuseofcertaintoxiccompounds,oftheCalifomiaCodeofRegulations(CCR),Title17,commencingwithSection94507.PaintsandcoatinsArchitecturalpaintsandcoatingsshaltcomplywithVOClimitsinTable1oftheAirResourcesBoardArchitecturalSuggestedControlMeasure,asshowninTable4.504.3,unlessmorestringentlocallimitsapply.4.504.2.2TheVOCcontentlimitforcoatingsthatdonotmeetthedefinitionsforthespecialtycoatingscatergorieslistedinTable4.504.3shallbedeterminedbyclassifyingthecoatingasFlat,Nonflat,orNonflat-HighGlosscoating,basedonitsgloss,asdefinedinsubsections4.21,4.36,and4.37,ofthe2007CalifomiaAirResourcesBoard,SuggestedControlMeasure,andthecorrespondingFlat,Nonflat,orNonflat-HighGlossVOClimitinTable4.504.3shallapply. 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 3.TheGovernor'sOfficeofPlanningandResearch(OPR)publisheda"Zero- EmissionVehicleCommunityReadinessGuidebook"whichprovideshelpfulinformationforlocalgovernments,residentsandbusinesses.Website:httalor.ca.av/docs/ZEVGuidebook.taPP�ScoeEnerefficientreuirementsforlow-riseresidentialSection4.201.1andhih9YYq()94.201.1riseresidential/tlotels/motels(Section5.201.1)arenowinbothresidentialand�nonresidentialchaptersofCALGreen.5.201.1Standardsforresidentialbuildingsdonotrequirecompliancewithlevelsofminimumenergyefficiencybeyondthoserequiredbythe2016CaliforniaEnergyCode. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot a)SurfaceslopeforthisEVspaceandaisleshallnotexceed1unitverticalin48unitshorizontal2.083%sloainandirection.SinleEVsacerewiredwIcommdatina208/240-voltdedicatedbranchInstalllistedraceaycapabaofacogcircuit.4.106.4.2.3Theracewayshallnotbelessthantradesize1(nominal1-inchinsidediameter).Theracewayshalloriginateatthemainserviceorsubpanelandshallterminate'iroosedlocationitobintboxorenclosureincloseroximtotheintoalsdcae,ptNA Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. yppoftheEVsace. ill RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016CALGREENCODESECTIONREQUIREMENTSGeneralAninstalledgasfireplaceshallbeadirect-ventsealed-combustiontype.AnyYinstalledwoodstoveorpelletstoveshallcomplywithU.S.EPANewSource4.503.1PerformanceStandards(NSPS)emissionlimitsasapplicable,andshallhaveapermanentlabelindicatingtheyarecertifiedtomeettheemissionlimits.Woodstoves,pelletstovesandfireplacesshallalsocomplywithailapplicablelocalordinances.ProtectiondurinconstructionAtthetimeofroughinstallation,duringstorageontheconstructionsiteanduntilfinalstartupoftheheating,coolingandventilatingequipment,allductandotherrelatedair4.504.1intakeanddistributioncomponentopeningsshallbecovered.Tape,plastic,sheetmetalorothermethodsacceptabletotheenforcingagencytoreducetheamountofwater,dustanddebrisenteringthesystemmaybeused.Adhesives,sealantsandcaulksAdhesives,sealantsandcaulksusedontheprojectshallmeettherequirementsofthefollowingstandardsunlessmarestringentlocalorregionalairpollutionorairqualitymanagementdistrictrulesapply:1.Adhesives,adhesivebondingprimers,adhesivepr JANUARY 1, 20172016 CALGREEN CODESECTION REQUIREMENTSConstruction REQUIREMENTS4.106.4.1 & directory shall identify the overcurrent protective device spaces) reserved for future4.106.4.1.1EVchargingas"EVCAPABLE".Theracewayterminationlocationshallbecontinuedermanentlandvisiblmarkedas"EVCAPABLE".EVcharinformultifamildwellinsiroremultifamildwellinunitsconstructedonAppliestobuildingsteswith17omygthesite.3%ofthetotalnumberofparkingspacesprovidedforalltypesofparkingfacilities,4.106.4.2butinnocaselessthanone,shallbeelectricvehiclechargingspaces(EVspaces)capableofsupportingfutureEVSE.CalculationsforthenumberofEVspacesshallberoundeduptothenearestwholenumber.Note:Constructiondocumentsareintendedtodemonstratetheproject'scapabilityandcapacitIII Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm yforfacilitatingfutureEVcharging.ThereisnorequirementforEVspacesstruttedoravaitableuntilEVcharersareinstalledforuse.tobecon�riaceEVsacelocationsEVch�n9SP�p--)ConstructiondocumentsshallindicatethalocationedEVspaces.Atleast1EVspaceshallbelocatedincommonuseareasandavailableforusebyallresidents.WhenEVchargersareinstalled,EVspacesrequiredbySection4.106.4.2.2,4.106.4.2.1Item3,shallcomplywithatleast1ofthefollowingoptions:1.TheEVspaceshallbelocatedadjacenttoanaccessibleparkingspacemeetingtherequirementsoftheCaliforniaBuildingCode,Chapter11A,toallowuseoftheEVchargerfromtheaccessibleparkingspace.2.TheEVspaceshallbelocatedonanaccessibleroutetothebuilding,asdefined'thlifomiaBuildinodeCh_aermeCaCEVcharinsaceEVspacedimensionsEVspacesshallbedesignedtocomplywiththefollowing:1.TheminimumlengthofeachEVspaceshallbe18feet.2.TheminimumwidthofeachEVspaceshallbe9feet.Ish1shallalsohavean8-footwide4.106.4.2.23.Oneineve25EVsacesbutnotestanrYPminimumaisle.A5-footwideminimumaisleshallbepermittedprovidedtheminimumwidthoftheEVspaceis12feet. tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: imers,sealants,sealantprimers,andcaulksshallcomplywithlocalorregionalairpollutioncontrolorairqualitymanagementdistrictruleswhereapplicable,orSCAQMDRule1168VOClimits,asshowninTables4.504.1or4.504.2,asapplicable.Suchproductsshallalso4.504.2.1complywithRule1168prohibitionontheuseofcertaintoxiccompounds(chloroform,ethylenedichloride,methylenechloride,perchloroethyleneandtrichloroentylene),exceptforaerosolproductsasspecifiedinSubsection2below.2.Aerosoladhesives,andsmallerunitsizesofadhesives,andsealantorcaulkingcompounds(inunitsofproduct,lesspackaging,whichdonotweighmorethan1poundanddonotconsistofmorethan16fluidounces)shallcomplywithstatewideVOCstandardsandotherrequirements,includingprohibitionsonuseofcertaintoxiccompounds,oftheCalifomiaCodeofRegulations(CCR),Title17,commencingwithSection94507.PaintsandcoatinsArchitecturalpaintsandcoatingsshaltcomplywithVOClimitsinTable1oftheAirResourcesBoardArchitecturalSuggestedControlMeasure,asshowninTable4.504.3,unlessmorestringentlocallimitsapply.4.504.2.2TheVOCcontentlimitforcoatingsthatdonotmeetthedefinitionsforthespecialtycoatingscatergorieslistedinTable4.504.3shallbedeterminedbyclassifyingthecoatingasFlat,Nonflat,orNonflat-HighGlosscoating,basedonitsgloss,asdefinedinsubsections4.21,4.36,and4.37,ofthe2007CalifomiaAirResourcesBoard,SuggestedControlMeasure,andthecorrespondingFlat,Nonflat,orNonflat-HighGlossVOClimitinTable4.504.3shallapply. 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 3.TheGovernor'sOfficeofPlanningandResearch(OPR)publisheda"Zero- EmissionVehicleCommunityReadinessGuidebook"whichprovideshelpfulinformationforlocalgovernments,residentsandbusinesses.Website:httalor.ca.av/docs/ZEVGuidebook.taPP�ScoeEnerefficientreuirementsforlow-riseresidentialSection4.201.1andhih9YYq()94.201.1riseresidential/tlotels/motels(Section5.201.1)arenowinbothresidentialand�nonresidentialchaptersofCALGreen.5.201.1Standardsforresidentialbuildingsdonotrequirecompliancewithlevelsofminimumenergyefficiencybeyondthoserequiredbythe2016CaliforniaEnergyCode. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot a)SurfaceslopeforthisEVspaceandaisleshallnotexceed1unitverticalin48unitshorizontal2.083%sloainandirection.SinleEVsacerewiredwIcommdatina208/240-voltdedicatedbranchInstalllistedraceaycapabaofacogcircuit.4.106.4.2.3Theracewayshallnotbelessthantradesize1(nominal1-inchinsidediameter).Theracewayshalloriginateatthemainserviceorsubpanelandshallterminate'iroosedlocationitobintboxorenclosureincloseroximtotheintoalsdcae,ptNA Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. �J- Ltjjwl 1351 A INA Gr te te n MANDATORY MEASURESEFFECTIVE RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016 CALGREEN CODESECTION REQUIREMENTSConstruction REQUIREMENTS4.106.4.1 & directory shall identify the overcurrent protective device spaces) reserved for future4.106.4.1.1EVchargingas"EVCAPABLE".Theracewayterminationlocationshallbecontinuedermanentlandvisiblmarkedas"EVCAPABLE".EVcharinformultifamildwellinsiroremultifamildwellinunitsconstructedonAppliestobuildingsteswith17omygthesite.3%ofthetotalnumberofparkingspacesprovidedforalltypesofparkingfacilities,4.106.4.2butinnocaselessthanone,shallbeelectricvehiclechargingspaces(EVspaces)capableofsupportingfutureEVSE.CalculationsforthenumberofEVspacesshallberoundeduptothenearestwholenumber.Note:Constructiondocumentsareintendedtodemonstratetheproject'scapabilityandcapacitIII Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm yforfacilitatingfutureEVcharging.ThereisnorequirementforEVspacesstruttedoravaitableuntilEVcharersareinstalledforuse.tobecon�riaceEVsacelocationsEVch�n9SP�p--)ConstructiondocumentsshallindicatethalocationedEVspaces.Atleast1EVspaceshallbelocatedincommonuseareasandavailableforusebyallresidents.WhenEVchargersareinstalled,EVspacesrequiredbySection4.106.4.2.2,4.106.4.2.1Item3,shallcomplywithatleast1ofthefollowingoptions:1.TheEVspaceshallbelocatedadjacenttoanaccessibleparkingspacemeetingtherequirementsoftheCaliforniaBuildingCode,Chapter11A,toallowuseoftheEVchargerfromtheaccessibleparkingspace.2.TheEVspaceshallbelocatedonanaccessibleroutetothebuilding,asdefined'thlifomiaBuildinodeCh_aermeCaCEVcharinsaceEVspacedimensionsEVspacesshallbedesignedtocomplywiththefollowing:1.TheminimumlengthofeachEVspaceshallbe18feet.2.TheminimumwidthofeachEVspaceshallbe9feet.Ish1shallalsohavean8-footwide4.106.4.2.23.Oneineve25EVsacesbutnotestanrYPminimumaisle.A5-footwideminimumaisleshallbepermittedprovidedtheminimumwidthoftheEVspaceis12feet. tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 3.TheGovernor'sOfficeofPlanningandResearch(OPR)publisheda"Zero- EmissionVehicleCommunityReadinessGuidebook"whichprovideshelpfulinformationforlocalgovernments,residentsandbusinesses.Website:httalor.ca.av/docs/ZEVGuidebook.taPP�ScoeEnerefficientreuirementsforlow-riseresidentialSection4.201.1andhih9YYq()94.201.1riseresidential/tlotels/motels(Section5.201.1)arenowinbothresidentialand�nonresidentialchaptersofCALGreen.5.201.1Standardsforresidentialbuildingsdonotrequirecompliancewithlevelsofminimumenergyefficiencybeyondthoserequiredbythe2016CaliforniaEnergyCode. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot a)SurfaceslopeforthisEVspaceandaisleshallnotexceed1unitverticalin48unitshorizontal2.083%sloainandirection.SinleEVsacerewiredwIcommdatina208/240-voltdedicatedbranchInstalllistedraceaycapabaofacogcircuit.4.106.4.2.3Theracewayshallnotbelessthantradesize1(nominal1-inchinsidediameter).Theracewayshalloriginateatthemainserviceorsubpanelandshallterminate'iroosedlocationitobintboxorenclosureincloseroximtotheintoalsdcae,ptNA Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. yppoftheEVsace. /IJjf}RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016CALGREENCODESECTIONREQUIREMENTSAersolaintsand0AerosolpaintsandcoatingsshallmeettheProduct-WeightedMIRLimitsforROCinSection94522(a)(2)andotherrequirements,includingprohibitionsonuseofcertain4.504.2.3toxiccompoundsandozonedepletingsubstances,inSection94522(e)(1)and(f)(1)of4ndinareasunderthe'urisdictiontheCCRTitle17commencinwithSection9520a19oftheBayAreaAirQualityManagementDistrictshalladditionallycamptywiththepercentVOCbyweightofproductlimitsofRegulation8,Rule49.GaretsstemsCarpetinstalledinthebuildinginteriorshallmeetthetestingandproductrequirementsof1ofthefollowing:1.CarpetandRugInstitute'sGreenLabelPlusProgram2.CaliforniaDepartmentofPublicHealth,"StandardMethodfartheTestingand4.504.3EvaluationofVolatileOrganicChemicalEmissionsfromIndoorSourcesUsingEnvironmentalChambers,"Version1.1,February2010(alsoknownasSpecification01350)3.NSF/ANSI140attheGoldlevel4.ScientificCertificationsSystemsIndoorAdvantageT*'GoldCarpetcushion4.504.3.1CarpetcushioninstalledinthebuildinginteriorshallmeettherequirementsoftheCarpetandRugInstitute'sGreenLabelPlusProgram.Caretadhesive4.504.3.2CarpetadhesivesshallmeettherequirementsofTable4.504.1.ResilientfloorinsstemsWhereresilientflooringisinstalled,atleast80%offloorareareceivingresilientflooringshallcomplywithoneormoreofthefollowing:1ProductscompliantwiththeCaliforniaDepartmentofPublicHealth,"StandardMethodfortheTestingandEvaluationofVolatileOrganicChemicalEmissionsfromIndoorSourcesUsingEnvironmentalChambers,"Version1.1,February2010(alsoknownasSpecification01350),certifiedasaCHPSLow-EmittingMaterialinthe4.504.4CollaborativeforHighPerformanceSchools(CHPS)HighPerformanceProductsDatabase2.ProductscertifiedunderULGREENGUARDGold(formerlytheGreenguardChildren&SchoolsProgram)3.CertificationundertheResilientFloorCoveringInstitute(REGI)FloorScoreprogram4.MeettheCaliforniaDepartmentofPublicHealth,"StandardMethodfortheTestingandEvaluationofVolatileOrganicChemicalEmissionsfromIndoorSourcesUsingEnvironmentalChambers,"Version1.1,February2010(alsoknownasSpecification01350)Compositewood�roducts4.504.5Hardwoodplywood,particleboardandmediumdensityfiberboardcompositewoodproductsusedontheinteriororexteriorofthebuildingshallmeettherequirements CALGREEN CODESECTION SECTION REQUIREMENTSConstruction documents shall identithe racewaterminationoint.fYYP4.106.4.2.3Theservicepaneland/orsubpanelshallprovidecapacitytoinstalla40-amperecontinuedminimumdedicatedbranchcircuitandspaces)reservedtopermitinstallationofabranchcircuitovercurrentprotectivedevice.MultileEVsacesrewired•ConstructiondocumentsshallindicateracewayterminationpointandproposedlocationoffutureEVspacesandEVchargers.ConstructiondocumentsshallalsoprovideinformationonamperageoffutureEVSE,racewaymethod{s),wiringschematicsandelectricalloadcalculationstoverifyelectricalpanelservicecapacitynItricIminludinanon-iedistributiontransformershaveodeecasystecgyst(),4.106.4.2.4sufficientcapacitytosimultaneouslychargeallEVsatallrequiredEVspacesatfullratedamperageoftheEVSE.•Plandesignshallbebasedupona40-ampereminimumbranchcircuit.•Racewaysandrelatedcomponentsplannedtobeinstalledunderground,enclosed,inaccessibleorinconcealedareasandsacesshallbeinstalledatthetimeofPoriginalconstruction.IdentificationTheservicepanelorsubpanelcircuitdirectoryshallidentifytheovercurrentprotectivedevicespaces)reservedforfutureEVchargingpurposesas"EVCAPABLE"inaccordancewiththeCaliforniaElectricalCode.Notes:4.106.4.2.51TheCaliforniaDepartmentofTransportationadoptsandpublishesthe"CalifomiaManualonUniformTrafficControlDevices(CalifomiaMUTCD)"toprovideuniformstandardsandspecificationsforallofficialtrafficcontroldevicesinCalifornia.ZeroEmissionVehicleSignsandPavementMarkingscanbefoundintheNewPolicies&DirectivesNumber12-01.Website:http://www.dot.ca.gov/ho/traffopslaolicy/13-01.pdf2.SeeVehicleCodeSection22511forEVchargingspacesignageinoff-parkingfacilitiesandforuseofEVchargingspaces. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 3.TheGovernor'sOfficeofPlanningandResearch(OPR)publisheda"Zero- EmissionVehicleCommunityReadinessGuidebook"whichprovideshelpfulinformationforlocalgovernments,residentsandbusinesses.Website:httalor.ca.av/docs/ZEVGuidebook.taPP�ScoeEnerefficientreuirementsforlow-riseresidentialSection4.201.1andhih9YYq()94.201.1riseresidential/tlotels/motels(Section5.201.1)arenowinbothresidentialand�nonresidentialchaptersofCALGreen.5.201.1Standardsforresidentialbuildingsdonotrequirecompliancewithlevelsofminimumenergyefficiencybeyondthoserequiredbythe2016CaliforniaEnergyCode. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. IL RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016 CALGREEN CODESECTION SECTION REQUIREMENTSConstruction documents shall identithe racewaterminationoint.fYYP4.106.4.2.3Theservicepaneland/orsubpanelshallprovidecapacitytoinstalla40-amperecontinuedminimumdedicatedbranchcircuitandspaces)reservedtopermitinstallationofabranchcircuitovercurrentprotectivedevice.MultileEVsacesrewired•ConstructiondocumentsshallindicateracewayterminationpointandproposedlocationoffutureEVspacesandEVchargers.ConstructiondocumentsshallalsoprovideinformationonamperageoffutureEVSE,racewaymethod{s),wiringschematicsandelectricalloadcalculationstoverifyelectricalpanelservicecapacitynItricIminludinanon-iedistributiontransformershaveodeecasystecgyst(),4.106.4.2.4sufficientcapacitytosimultaneouslychargeallEVsatallrequiredEVspacesatfullratedamperageoftheEVSE.•Plandesignshallbebasedupona40-ampereminimumbranchcircuit.•Racewaysandrelatedcomponentsplannedtobeinstalledunderground,enclosed,inaccessibleorinconcealedareasandsacesshallbeinstalledatthetimeofPoriginalconstruction.IdentificationTheservicepanelorsubpanelcircuitdirectoryshallidentifytheovercurrentprotectivedevicespaces)reservedforfutureEVchargingpurposesas"EVCAPABLE"inaccordancewiththeCaliforniaElectricalCode.Notes:4.106.4.2.51TheCaliforniaDepartmentofTransportationadoptsandpublishesthe"CalifomiaManualonUniformTrafficControlDevices(CalifomiaMUTCD)"toprovideuniformstandardsandspecificationsforallofficialtrafficcontroldevicesinCalifornia.ZeroEmissionVehicleSignsandPavementMarkingscanbefoundintheNewPolicies&DirectivesNumber12-01.Website:http://www.dot.ca.gov/ho/traffopslaolicy/13-01.pdf2.SeeVehicleCodeSection22511forEVchargingspacesignageinoff-parkingfacilitiesandforuseofEVchargingspaces. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 3.TheGovernor'sOfficeofPlanningandResearch(OPR)publisheda"Zero- EmissionVehicleCommunityReadinessGuidebook"whichprovideshelpfulinformationforlocalgovernments,residentsandbusinesses.Website:httalor.ca.av/docs/ZEVGuidebook.taPP�ScoeEnerefficientreuirementsforlow-riseresidentialSection4.201.1andhih9YYq()94.201.1riseresidential/tlotels/motels(Section5.201.1)arenowinbothresidentialand�nonresidentialchaptersofCALGreen.5.201.1Standardsforresidentialbuildingsdonotrequirecompliancewithlevelsofminimumenergyefficiencybeyondthoserequiredbythe2016CaliforniaEnergyCode. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. IL RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016CALGREENCODESECTIONREQUIREMENTSroalhdeassecifiedintheAirResourcesBoard'sAirToxicsControlfofrmdeYPeasuaforComositeWood17CCR93120et.seasshowninTable4.504.5.Mrp(q),4.504.5DocumentationisrequiredperSection4.504.5.1.nifiiinfmitWoadProducts:ComositewoodroductsincludecatHuedDentooCoposepphardwoodIoodarticleboardandmediumdensefiberboard."ComositePYwPtYPwoodproducts"donotincludehardboard,structuralplywood,structuralpanels,rrImitlumberrientedstrandboardluedlaminatedtimberstuctuacopose,o,g,prefabricatedwood1joists,orfinger-joinedlumber,allasspecifiedinCCR,Title17,Section93120.1(a).Documentation4.504.5.1Verificationofcomplianceshallbeprovidedasrequestedbytheenforcingagency,andasrequiredinSection4.504.5.1.ConcreteslabfoundationsConcreteslabfoundationsorconcreteslab-on-groundfloorsrequiredtohaveavapor4.505.2retarderbytheCalifomiaBuildingCode,Chapter19,ortheCalifomiaResidentialCode,Chapter5,respectively,shallalsocomplywiththissection.CailiabreakAcapillarybreakshallbeinstalledincompliancewithatleast1ofthefollowing:1.A4-inchthickbaseof1/2-inchorlargercleanaggregateshallbeprovidedwithavaporretarderindirectcontactwithconcreateandaconcretemixdesignwhichwill4.505.2.1addressbleeding,shrinkageandcurlingshallbeused.Foradditionalinformation,seeAmericanConcreteInstitute,ACI302.2R-06. CALGREEN CODESECTION SECTION REQUIREMENTSWaterconservinlumbinfixturesandfittinsPlumbingfixturesandfittingsshallcomplywiththefollowing:4.303.1.1WaterClosets:51.28gal/flush4.303.1.2WallMountedUrinals:50.125gal/flush;allotherurinals<_0.5gallflush4.303.1.3.1SingleShowefieads:s2.0gpm@80psi4.303.1.3.2MultipleShowerheads:combinedflowrateofallshowefieadscontrolledbasinlevalveshallnotexceed2.0m80sioronloneshowerYg9P@PY4.303.1outletistobeinoperationatatime4.303.1.4.1Residentialavoaaximuowat5i•LatryFucets:MmFIRe1.2gpm@60ps,MinimumFlowRatez0.8gpm@20psi Documentation is required per Section 4.408.5. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 2.Otherequivalentmethodsapprovedbytheenforcingagency.3.Aslabdesignspecifiedbyalicenseddesignprofessional.MoisturecontentofbuildinmaterialsBuildingmaterialswithvisiblesignsofwaterdamageshallnotbeinstalled.Walland (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. floorframingshaltnotbeenclosedwhentheframingmembersexceed19%moisturecontent.Moisturecontentshallbeverifiedincompliancewiththefollowing: withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 1.Moisturecontentshallbedeterminedwitheitheraerobe-typeoracontact-typemoisturemeter.EquivalentmoistureverificationmethodsmaybeapprovedbytheenforcingagencyandshallsatisfyrequirementsinSection101.8.4.505.32-Moisturereadingsshallbetakenatapoint2feetto4feetfromthegrade-stampedendofeachpiecetobeverified.3.Atleast3randommoisturereadingsshallbeperformedonwallandfloorframingwithdocumentationacceptabletotheenforcingagencyprovidedatthetimeofapprovaltoenclosethewallandfloorframing.Insulationproductswhicharevisiblywetorhaveahighmoisturecontentshallbereplacedorallowedtodrypriortoenclosureinwallorfloorcavities.Manufacturers'dryingrecommendationsshallbefollowedforwet-appliedinsulationproductspriortoenclosure. systemsandequipmentbyarecognizedtrainingorcertificationprogram. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. IL RESIDENTIAL MANDATORY MEASURESEFFECTIVEJANUARY 1, 20172016 CALGREEN CODESECTION SECTION REQUIREMENTSWaterconservinlumbinfixturesandfittinsPlumbingfixturesandfittingsshallcomplywiththefollowing:4.303.1.1WaterClosets:51.28gal/flush4.303.1.2WallMountedUrinals:50.125gal/flush;allotherurinals<_0.5gallflush4.303.1.3.1SingleShowefieads:s2.0gpm@80psi4.303.1.3.2MultipleShowerheads:combinedflowrateofallshowefieadscontrolledbasinlevalveshallnotexceed2.0m80sioronloneshowerYg9P@PY4.303.1outletistobeinoperationatatime4.303.1.4.1Residentialavoaaximuowat5i•LatryFucets:MmFIRe1.2gpm@60ps,MinimumFlowRatez0.8gpm@20psi Documentation is required per Section 4.408.5. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. 4.303.1.4.2Lavator yFaucetsinCommonandPublicUseAreasofResidentialBuildings:50.5gpm@60psi4.303.1.4.3MeteringFaucets._0.25gallonspercycle4.303.1.4.4KitchenFaucets:51.8gpm@60psi;temporaryincreaseto2.2gpm tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin allowedbutshalldefaultto1.8mStandardsforplumbingfixturesandfittings4.303.2PlumbingfixturesandfittingsshallbeinstalledinaccordancewiththeCaliforniaPlumbingCode,andshallmeetapplicablestandardsreferencedinTable1701.1oftheCaliforniaPlumbinCode.Outdo�otablewateruseinlandscapeareasAfterDecember1,2015,newresidentialdevelopmentswithanaggregatelandscaperIrrtraeaequatoogeaerthan500squaafeetshallcomplywithoneofthefollowing:4.304.11.AlocalwaterefficientlandscapeordinanceorthecurrentCaliforniaDepartmentofWaterResources'ModelWaterEfficientLandscapeOrdinance(MWELO),whicheverismorestringent,or2.Projectswithaggregatelandscapeareaslessthan2500squarefeetmaycomply selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 3.SelectheatingandcoolingequipmentaccordingtoANSI/ACCA3ManualS-2014 (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. Operation and maintenance manual withtheMWELO'sAendixDPrescritivmlianctin. eCoeOoRodentroofinAnnularspacesaroundpipes,electriccables,conduitsorotheropeningsin4.406.1sole/bottomlatesatexteriorwallsshallbeclowitementne 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall systemsandequipmentbyarecognizedtrainingorcertificationprogram. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot Psedhcmortarcocretmasonryorasimilarmethodacceptabletotheenforcingagencytopreventpassageofrodents.Constructionwastereductionofatleast65%Recycleand/orsalvageforreuseaminimumof65%ofthenonhazardous4.408.1constructionanddemolitionwasteinaccordancewitheitherSection4.408.2,4.408.3or4.408.4;ORmeetamorestringentlocalconstructionanddemolitionwastemanagementordinance 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. with the organic waste portion of this section. HE5E DRAHING5 ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED 5r THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OHNED 5r 61_5 ARGHITEGTURE. THEY ARE FOR THE FXGLU5IVE U5t Oi- THt UMtK NOILV Ai Int txc.LMAVL Slit INVICAILV Iry 1Hr UK INCA{ / VNLI I- �c _ ANV ✓-1- - morn, ICV - KOIKw nvc -. wrvrly i..c VI�.a_vwRc I- I—. - - - vR RLrwarww .airn.�i .r.r_ ..Rif ..i. wi. 1� � o r.R�.r., i�..w 1"!� ,.R.+ t!- ��w.��i. �.� r. rR�u� �....R. ��w�. v�. - .r. me wl _ _c - nen - olr.rlr Vr Arrrtvvr+�. V.L.D. AK(.nn C(. _ bnP NVI oc KCbrvN Ml= rVK VVMYLCICNC57 Vr V""INCTJ rVK r}IVVIN@. rUK LnLS YKIVK IV Ib`JUANC- Ur MILVING YtKMIT5. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. ( 760) 340.3728 Fax E-MAIL : gls@glsarchitedure.com SSD SHEET TITLE: MANDATORY MEASURES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB N0. PD19.103 Thursday, September 26, 2019 SHEET RESIDENTIAL MANDATORY MEASURESEFFECTIVE JANUARY 1, 20172016CALGREENCODESECTIONREQUIREMENTSBathroomexhaustfansEachbathroomshallbemechanicallyventilatedandshallcomplywiththefallowing:1.FansshallbeENERGYSTARcompliantandbeductedtoterminateoutsidethebuildin.92.Unlessfunctioningasacomponentofawholehouseventilationsystem,fansmustbecontrIfdi1oebyahumditycontro.4.506.1a)Humiditycontrolsshallbecapableofmanualorautomaticadjustmentbetweenarelativehumidityrangeoflessthan50%toamaximumof80%.b)Ahumiditycontrolmaybeaseparatecomponenttotheexhaustfanandisnot CALGREEN CODE SECTION REQUIREMENTS Documentation is required per Section 4.408.5. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. requiredtobeintegralorbuilt-in. Note:ForCALGreena"bathroom"isaroomwhichcontainsabathtub,shower,or tublshowercombination.Fansormechanicalventilationisrequiredineachbathroom.Heatinandairconditioninsstemdesin Heatingandairconditioningsystemsshallbesized,designed,andequipment selectedusingthefollowingmethods: 1.TheheatlossandheatgainisestablishedaccordingtoANSI/ACCA2ManualJ- 2011(ResidentialLoadCalculation),ASHRAEhandbooksorotherequivalent designsoftwareormethods. 4.507.22.DuctsystemsaresizedaccordingtoANSI/ACCA1ManualD-2014(Residential building area shall meet the minimum 65% construction waste 9 reduction DuctSystems),ASHRAEhandbooksorotherequivalentdesignsoftwarear 4.408.4.1 methods. 3.SelectheatingandcoolingequipmentaccordingtoANSI/ACCA3ManualS-2014 (ResidentialEquipmentSelection)orotherequivalentdesignsoftwareormethods. Exception:Useofalternatedesigntemperaturesnecessarytoensurethesystems functionsareacceptable. Operation and maintenance manual InstallertraininHVACsysteminstallersshallbetrainedandcertifiedintheproperinstallationofHVAC 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall systemsandequipmentbyarecognizedtrainingorcertificationprogram. ExamplesofacceptableHVACtrainingandcertificationprogramsincludebutarenot limitedtothefollowing: 702.11•Statecertifiedapprenticeshipprograms. readily accessible area(s) that serves all buildings on the site and is identified for the 2.Publicutilitytrainingprograms. 4.410.2 3.Trainingprogramssponsoredbytrade,labororstatewideenergyconsultingor verificationorganizations. 4.Programssponsoredbymanufacturingorganizations. 5.Otherprogramsacceptabletotheenforcingagency. HE5E DRAHING5 ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED 5r THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OHNED 5r 61_5 ARGHITEGTURE. THEY ARE FOR THE FXGLU5IVE U5t Oi- THt UMtK NOILV Ai Int txc.LMAVL Slit INVICAILV Iry 1Hr UK INCA{ / VNLI I- �c _ ANV ✓-1- - morn, ICV - KOIKw nvc -. wrvrly i..c VI�.a_vwRc I- I—. - - - vR RLrwarww .airn.�i .r.r_ ..Rif ..i. wi. 1� � o r.R�.r., i�..w 1"!� ,.R.+ t!- ��w.��i. �.� r. rR�u� �....R. ��w�. v�. - .r. me wl _ _c - nen - olr.rlr Vr Arrrtvvr+�. V.L.D. AK(.nn C(. _ bnP NVI oc KCbrvN Ml= rVK VVMYLCICNC57 Vr V""INCTJ rVK r}IVVIN@. rUK LnLS YKIVK IV Ib`JUANC- Ur MILVING YtKMIT5. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. ( 760) 340.3728 Fax E-MAIL : gls@glsarchitedure.com SSD SHEET TITLE: MANDATORY MEASURES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB N0. PD19.103 Thursday, September 26, 2019 SHEET RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 20172016 CALGREEN CODE SECTION REQUIREMENTS Documentation is required per Section 4.408.5. 702.2 Exceptions: 1.Excavatedsoilandland-clearingdebris. 4.406.12.Alternativewastereductionmethodsdevelopedbyworkingwithlocalenforcing '.Documentation continuedaenciesifdiversionorretclefcilitieaablI'ihi'gyascpaofcomplancewthisitdnotexistorarenotlocatedreasonablyclosetothejobsite. Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or 3.Theenforcingagencymaymakeexceptionstotherequirementsofthisswheniolatd'itrltdinrnthh1nriseobsesaeocaeaeasbeodaauboudaeso1Ydiversionfacility. or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. ConstructionwastemanagementSubmitaconstructionwastemanagementplanmeetingItems1through5in4.408.2Section4.408.2.Plansshaltbeupdatedasnecessaryandshallbeavailablefoexaminationdurinconstruction. 9WastemanagementcompanyUtilizeawastemanagementcompany,approvedbytheenforcingagency,whic4.408.3provideverifiabledocumentationthatdivertedconstructionanddemolitionwast materials meet the requirements in Section 4.408.1. Waste stream reduction alternative • (LR) Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the 4.408.4 building area shall meet the minimum 65% construction waste 9 reduction requirement in Section 4.408.1. 4.408.4.1 Projects that generate a total combined weight of construction and J 9 demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. Operation and maintenance manual At the time of final inspection, a manual, compact disc, web -based reference or other 4.410.1 media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building. Recycling b occupants Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non -hazardous materials for recycling, including 4.410.2 (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply with the organic waste portion of this section. HE5E DRAHING5 ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED 5r THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OHNED 5r 61_5 ARGHITEGTURE. THEY ARE FOR THE FXGLU5IVE U5t Oi- THt UMtK NOILV Ai Int txc.LMAVL Slit INVICAILV Iry 1Hr UK INCA{ / VNLI I- �c _ ANV ✓-1- - morn, ICV - KOIKw nvc -. wrvrly i..c VI�.a_vwRc I- I—. - - - vR RLrwarww .airn.�i .r.r_ ..Rif ..i. wi. 1� � o r.R�.r., i�..w 1"!� ,.R.+ t!- ��w.��i. �.� r. rR�u� �....R. ��w�. v�. - .r. me wl _ _c - nen - olr.rlr Vr Arrrtvvr+�. V.L.D. AK(.nn C(. _ bnP NVI oc KCbrvN Ml= rVK VVMYLCICNC57 Vr V""INCTJ rVK r}IVVIN@. rUK LnLS YKIVK IV Ib`JUANC- Ur MILVING YtKMIT5. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. ( 760) 340.3728 Fax E-MAIL : gls@glsarchitedure.com SSD SHEET TITLE: MANDATORY MEASURES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB N0. PD19.103 Thursday, September 26, 2019 SHEET _. RESIDENTIAL MANDATORY MEASURES EFFECTIVE JANUARY 1, 2017 2016 CALGREEN CODE SECTION REQUIREMENTS __ inspection_.__. 702.2 Special inspectors must be qualified and able to demonstrate competence to the_._. enforcing agency in the discipline in which the are inspecting. '.Documentation Documentation of compliance shall include, but is not limited to, construction 703.1 documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified inappropriate sections of CALGreen. HE5E DRAHING5 ARE COPYRIGHTED INSTRUMENTS OF SERVICE AS DEFINED 5r THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OHNED 5r 61_5 ARGHITEGTURE. THEY ARE FOR THE FXGLU5IVE U5t Oi- THt UMtK NOILV Ai Int txc.LMAVL Slit INVICAILV Iry 1Hr UK INCA{ / VNLI I- �c _ ANV ✓-1- - morn, ICV - KOIKw nvc -. wrvrly i..c VI�.a_vwRc I- I—. - - - vR RLrwarww .airn.�i .r.r_ ..Rif ..i. wi. 1� � o r.R�.r., i�..w 1"!� ,.R.+ t!- ��w.��i. �.� r. rR�u� �....R. ��w�. v�. - .r. me wl _ _c - nen - olr.rlr Vr Arrrtvvr+�. V.L.D. AK(.nn C(. _ bnP NVI oc KCbrvN Ml= rVK VVMYLCICNC57 Vr V""INCTJ rVK r}IVVIN@. rUK LnLS YKIVK IV Ib`JUANC- Ur MILVING YtKMIT5. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. ( 760) 340.3728 Fax E-MAIL : gls@glsarchitedure.com SSD SHEET TITLE: MANDATORY MEASURES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB N0. PD19.103 Thursday, September 26, 2019 SHEET W 7 i- 7r I? 4 I :I • I 1 9: II II WALL PORTION TO E -P.O.G. TO RE7MAIf,' ©-- �X 1 I' Fd1 'r. u :• Qj \ DEMOLITION PLAN GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EX15TINO GONDITION5 D KEY NOTES I. DOUBLE KITCHEN 51NK WITH 6ARBA5E 015PO5AL 2. 30' SLIDE IN 5TOVE/OVEN WITH HOOD, LIGHT AND FAN. 3. 015HWA5HER 4. 36'or 42' REFRIGERATOR 5PAGE WITH PLUMBING FOR ICE MAKER 5. 36' H16H BASE CABINET (24" DEEP-015TRIBUTION, FIN 4 HDWR PER OWNER) 6. 0 FA.U. (CONDENSATE LINE TO OUT51CO 7. WATER CLOSET (GENTERED TO A MINIMUM OF 15" TO VERTICAL SURFACE OF 510E-5). IT SHALL U5E NO MORE THAN 128 6AL PER FLUSH AND SHALL MEET REQUIREMENTS BY THE 2016 GPC 8. (E) ELECTRICAL MAIN PANEL Q. CURBLE55 TILED 5HO1-1ER - TILE PER OWNER 10.5HOhER CONTROLS LOCATION - TILE PER OWNER 11. 80" HT. TEMPERED 6LA55 BARRIER 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15' TO VERTICAL SURFACE OF 510E5). IT SHALL U5E NO MORE THAN 1.28 6AL PER FLUSH AND SHALL MEET REQUIREMENTS BY THE 2016 GPG 13. COUNTER TOP W/ 5E PARATE LAVATORY/5INK 14. MIRROR 15. BATHTUB - MODEL BY OWNER 16. 13Y PA55 TEMPERED 6LA55 DRS - MODEL BY OWNER 17. UPPER CABINET5 14' D. X 36' HIGH -VERIFY W/ OWNER 18. PROVIDE AGGE55 PANEL 121XI2" TO BATHTUB TRAP CONNECTION WHEN A SLIP JOIN CONNECTION 15 UTILIZED. la. (E) ROOF AGGE% GLAZING NOTES 1. 6LAZIN& 15 FIXED UNLESS NOTED 2. ALL 6LAZIN6 SHORN 15 DUAL INSULATING &LASS 3. ALL NEW 6LAZIN(9 (FENESTRATION) HILL BE INSTALLED WITH A OERTIFYIN& LABEL ATTACHED, SHOWING THE: U -VALUE AND 51-16G. 4. 6LAZIN6 MARKED HITH "TEMPERED" SHALL BE TEMPERED 6LAS5. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATIN& COUNCIL (NFRC) AND 5HOWIN6 COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. ALL 6LAZIN6 IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED) AS SAFETY &LAZING. 2016 CRO 1. ALL HINDOW/SOLAR TUBES LABELS TO REMAIN ON WINDOWS UNTIL AFTER FINAL INSPECTION. UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE HITH THE REGIUIREMENT5 OF THESE RE6ULATION5 SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER. THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT OON5PI000US LOCATION WITHIN THE DHFL 1!46. WALL LEGEND INSPECT AND REPAIR EXISTING 2x4 5TUD5 0 Ib' oL. Wl EXI5TIN5 INSIA.ATION AND 0 3 COATS 51W OVER LATH t PAPER 0 EXTERIOR OF WAIL TO REMAIN. R-15 MIN BATT ML 0 MI%% AREA5. EA5T1N6 WALLS = e sa I T WINDOW TO BE UP6RADED n?. - HDR TO REMAIN M 5040 XO bO6& 5L 6L5. OR MXO II II .It U. • I . I . n r K-- 2t, =N KITCHEN TILE FLRIS' VAULTED GL6. .__ .___ mer 111- - - r- i w Aero. wrir...l l.liero wri.ie 1- T-1 T-1 - - - FY/.I I- IKF /1F T4G /lWA1F0 AVITFr'1 AT Ti- - I-- e.I TF IAlr AT , AW 111 .1 �I- rho wl�ll.l�� woe uiowwiTrer. we c>r r_rc��ir - w.1.-. i.0 ie�..c. .. .-.�.��� �.� - I. - ...- ...._ -- . --- -- TAI T1JF llAll Y T1JIG ��FCI�AI A g I (E) HALLWAY I TILE FLRIB'GL6. I ..... RB°bVE/R�f'LAGE ;:4030X0._ FLOOR PLAN NOTES Area J2.0 sqq�.ft . = ` Asea: _24D .ft. _.. _._......... I: WATER PROOFING AT ALL SHOWER PANS SHALL BE DONE BY TEMPERED ROOFING OONTRACTOR. (AT CERAMIC TILE ENCLOSURES ONLY) 2: HOT MOPPED SHOWER PAN SHALL BE INSPECTED UPON COMPLETION OF HOT MOPPING AND SHALL BE FILLED WITH WATER FOR INSPECTION. (AT CERAMIC TILE ENCLOSURES ONLY) 3: PROVIDE AN ATTIC. AOCE55 (22"X 30") HHERE ATTIC, 15 30" OR MORE HIGH PER 2016 GRG R601.1 4: SHOWERS SHOWER COMPARPI�NTS Mb WALLS ABOVE BATWUB5 WITH INSTALLED SHOWER HEAD5 SHALL BE FINISHED WITH A SMOOTH NOKAB50FEENT SURFACE TO A HE16K NOT LE56 THAN 12 W.+E5 ABOVE THE FLOOR 2016 CRL R3072 5: TILE LINED TUBS d SHOWERS (WHERE SPECIFIED) SHALL CONFORM WITH IAPMO 5T'D. 2.82 t 4.82 4 BE BACKED. DENS &LASS TILE BACKER BOARD b_ WATER HEATER SHALL BE PROVIDED WITH A TEMPERATURE AND PRESSURE RELIEF VALVE AND DRAIN LINE TO EXTEND TO THE OUTSIDE PER 2016 GPO 505.6 1,_ HATER HEATER SHALL BE 5EGURELY FASTENED IN PLACE TO PREVENT HORIZONTAL V15PLACEMENT PER 2016 OPG 506.2 6: HATER HEATER LOCATED IN 6ARASE SHALL BE A MINIMUM 18" ABOVE THE FLOOR LEVEL PER 2016 GPO 506.14 9: FIXTURES HAVING OONGEALED SLIP JOINT OONNECTION5 SHALL BE PROVIDED WITH AN AOCESS PANEL OR UTILITY SPACE AT LEAST 12"XI2" PER 2016 GPO 404.2 10: WHERE ANY 2" VENT RUNS HORIZONTALLY THROUGH HALL 5TUD5, THE MINIMUM STUD SIZE OF 2X6 SHALL BE USED FOR THAT PLUMBING HALL. II: OPENING PROTECTION. OPENW75 FROM A PRIVATE 6ARA6E DIRECTLY INTO A ROOM USED FOR SLEEPING PU1M5E5 SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE 6ARA6E AND RESIDENCE SHALL BE EQUIPPED WITH 50LID WOOD DOORS NOT LE55 THAN 13/6 INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOHB GORE STEEL DOORS NOT LE55 THAN 13/6 INCHES M MHU THICK, OR 20-KNUTE FIRE -RATED DOORS. DOORS SHALL BE SELF-r-LO5146 AND SELF-LATCHIN5. R3025J 12- DRYER DUCT TO BE SMOOTH METAL AND SHALL HAVE A BACK DRAFT DAMPER PER 2016 CMG 504.1, 50432.1 r3_ ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME-5PREAD RATING OF NOT MORE THAN 15 AND A SMOKE -DEVELOPED RATING OF NOT MORE THAN 450 PER 2016 ORO R3163 14: FIRE -BLOCKING AND DRAFT-5TOPPIN6. REGUIRED FIRE -BLOCKING AND DRAFT -STOPPING IN COMBUSTIBLE CONGEALED SPACES SHALL BE MAINTAINED TO PROVIDE CONTIWITY AND INT15M1Y OF THE C 6TIWTIOK 2016 CRC 103JJ 15- DRYER DUCTS SHALL NOT EXCEED A TOTAL OOMBINED HORIZONTAL AND VERTICAL LEN6TH OF 14 FT. INCLUDIN6 2-90 DE&REE ELBOWS. THO FEET SHALL BE DEDUCTED FOR EACH 90 DEGREE ELBOW IN E:XOE55 OF 2. PER 2016 GMC, SEG. 504.322 16- ALL .OR EGUA-" SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED BY THE CITY BUILDING OFFICIAL PRIOR TO INSTALLATION OF THE ITEM. h- PROVIDE NON -REMOVABLE BACK FLOW PREVENTION DEVICE ON ALL EXTERIOR HOSE -BIBS. PER 2016 OPG SEG. 6083 I6: FIXED APPLIANCES ARE REQUIRED TO BE 5EOURELY FASTENED IN PLACE PER 2016 GMC, 19: ALL HEATHER -EXPOSED SURFACES SHALL HAVE A WEATHER- RE515TIVE BARRIER TO PROTECT THE INTERIOR HALL OOVERIN6 AND THAT EXTERIOR OPENIN65 SHALL BE FLA5HED IN SUCH A MANNER AS TO MAKE THEM HEATT ERPROOF. 20; DOORS MAY OPEN INTO THE &ARA&E ONLY IF THE FLOOR OR LANDING IN THE &ARA&E 15 NOT MORE THAN ONE INCH (1 ") LOWER THAN THE DOOR THRESHOLD. 21: FIRE BL.OGKIN& SHALL BE INSTALLED AT (A) CONCEALED SPACES OF STUDS HALLS AND PARTITIONS, FLOOR AND CEILING AT 10'-0' MAX. INTERVALS VERTICALLY AND HORIZONTALLY. (B) INTEROONNEGTION5 BETWEEN CONGEALED VERTICAL AND HORIZONTAL SPACES. (C) CONGEALED STAIR 5TTRIN&ER5 AT TOP AND BOTTOM RUN. (7) AT OPENIN65 AROUND VENTS, PIPES, DUCTS, AND CHIMNEYS (E) AT OPENINGS BETWEEN ATTIC AND CHIMNEY CHASE FOR FACTORY -BUILT FIREPLACES. (2016 GBG SEG. '703.1.1 CRO 10013.19, 1001.12) 22: WHEN THO OR MORE APPLIANCES ARE CONNECTED TO ONE VENTING SYSTEM, THE VENTING SYSTEM AREA SHALL NOT BE LESS THE AREA OF THE LARGEST VENT CONNECTOR PLUS 50 PERCENT OF THE AREAS OF THE ADDITIONAL VENT CONNECTORS. 23: HEARTH EXTENSIONS. HEARTH EXTENSIONS OF APPROVED FACTORY -BUILT FIREPLACES SHALL BE INSTALLED IN AGCORDANOE WITH THE LISTING OF THE FIREPLACE. THE HEARTH EXTEN51ON SHALL BE READILY D15TIN6U15HABLE FROM THE SURROUNDING FLOOR AREA. (2016 GRG R10042) 24: 'PAD SUPPORTING MECHANICAL EQUIPMENT SHALL EXTEND NOT LE55 THAN 3 INCHES ABOVE GRADE." 2016 GMC, 11062 25: OOMBUSTIBLE MATERIALS SHALL NOT BE PLACED LE55 THAN 6' FROM THE FIREPLACE OPENING. (2016 CRO 1001.11) 26- DI^ELLIN6/6ARA6E AND/OR CARPORT FIRE SEPARATION. THE 6ARA6E AND/OR CARPORT SHALL BE SEPARATED AS RI=GUIRED BY TA51-E R302.6. OPENI1465 IN 6ARA6E WALL5 SHALL COMPLY WITH 5EGTION R3025. THIS PROVISION DOES NOT APPLY TO &ARA6E WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLIN6 UNIT WALL A SEPARATION 15 NOT REQUIRED BETWEEN THE DWELLING UNIT AND A CARPORT, PROVIDED THE CARPORT 15 ENTIRELY OPEN ON TWO OR MORE SIDES AND THERE ARE NOT BJGI-OSA AREAS ABOVE. R302.6 21.- PROVIDE PROTECTION FOR F.A.U. AND WATER HEATER IN &ARA6E FROM VEHICLE IMPACT. PER 2016 CPO REQUIREMENTS 26: PROVIDE 30" CLEARANCE ABOVE RANGE TO UNPROTECTED COMBUSTIBLE MATERIAL (1901) OR 24" GLEARANGE ABOVE RANGE OR OPEN TO BROILER HHEN EQUIPPED WITH METAL VENTILATING HOODS. 2q: PROVIDE A 12" MIN. AGCE55 PANEL TO BATHTUB TRAP CONNECTION. HHEN A SLIP JOIN CONNECTION 15 UTILIZED 30- . &A5 UTILIZATION APPLIANCES IN RESIDENTIAL 6ARASES AND IN ADJACENT SPACES THAT OPEN TO THE &ARA&E AND ARE NOT PART OF THE LIVING SPACE OF A DWELLING UNIT SHALL BE INSTALLED SO THAT BURNERS AND BURNER-16NITION DEVICES ARE LOCATED NOT LESS THAN E16HTEEN 08) INCHES (450 MM) ABOVE THE FLOOR UNLESS L15TED AS FLAMMABLE VAPOR IGNITION RESISTANT, INSTALL SEISMIC BRACING AS REQUIRED TO PREVENT HORIZONTAL 015PLACEMENT PER 2016 OPO. SUCH APPLIANCES SHALL BE LOCATED OR PROTECTED SO IT 15 NOT SUBJECT TO PHYSICAL DAMAGE BY A MOVING VEHICLE. ENFPA 54s 9.1.102] 31.- "THE RETURN AIR PLENUM SERVING THE MECHANICAL EQUIPMENT MUST BE FULLY DUCTED FROM THE EQUIPMENT TO THE CONDITIONED SPACE. DROP CEILIN65, HALL CAVITIES AND EQUIPMENT PLATFORMS MAY NOT BE U5ED AS PLENUMS." 32: LANDIN65 OR FLOORS AT THE REQUIRED E6RE55 DOOR SHALL NOT BE MORE THAN 1/2 INOHES (36 MM) LOHER THAN THE TOP OF THE THRESHOLD. R311.3.1. 33- ALL CHIMNEYS HILL BE EQUIPPED WITH APPROVED SPARK ARRESTORS HITH A NET AREA OF OPENING FOUR TIMES THAT OF THE CHIMNEY. 34: OOMBUSTIBLE MATERIALS FRAMED INTO A FIRE -RESISTIVE HALL MUST HAVE ONE HALF THE REQUIRED HALL THICKNESS AS END PROTECTION (2 INCHES FOR A 41NOH HALL, 3 INCHES FOR A 6 INGHE5 WALL] 35: PROVIDE TEMPERED OR LAMINATED SAFETY &LASS OR PLASTIC, ENCLOSURE AT SHOWER OR TUBS. &LAZING IN ANY PORTION OF A BUILDING HALL ENCLOSING SHOWERS OR TUBS "ERE THE BOTTOM EDGE OF THE 6LAZIN6 15 LESS THAN 60 INCHES ABOVE STANDING SURFACE OR DRAIN INLET SHALL COMPLY. 36- THROU6HI PENETRATIONS. THROUGH PENETRATIONS OF FIRE -RESISTANCE -RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2.2016 ORO R302.4.1 31: DUCT PENETRATION. DUCTS IN THE 6ARA&E AND DUCTS PENETRATING THE WALLS OR GEILIN65 SEPARATING THE DWELLING FROM THE 6ARA&E SHALL BE OONSTRUCTED OF A MINIMUM NO. 26 6A&E (0.46 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE &ARAISE. R302S2 36- AUTOMATIC 6ARA6E DOOR OPENERS, IF PROVIDED, SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. CRC, 3013 W 7 i- 7r I? 4 I :I • I 1 9: II II WALL PORTION TO E -P.O.G. TO RE7MAIf,' ©-- �X 1 I' Fd1 'r. u :• Qj \ DEMOLITION PLAN GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EX15TINO GONDITION5 D KEY NOTES I. DOUBLE KITCHEN 51NK WITH 6ARBA5E 015PO5AL 2. 30' SLIDE IN 5TOVE/OVEN WITH HOOD, LIGHT AND FAN. 3. 015HWA5HER 4. 36'or 42' REFRIGERATOR 5PAGE WITH PLUMBING FOR ICE MAKER 5. 36' H16H BASE CABINET (24" DEEP-015TRIBUTION, FIN 4 HDWR PER OWNER) 6. 0 FA.U. (CONDENSATE LINE TO OUT51CO 7. WATER CLOSET (GENTERED TO A MINIMUM OF 15" TO VERTICAL SURFACE OF 510E-5). IT SHALL U5E NO MORE THAN 128 6AL PER FLUSH AND SHALL MEET REQUIREMENTS BY THE 2016 GPC 8. (E) ELECTRICAL MAIN PANEL Q. CURBLE55 TILED 5HO1-1ER - TILE PER OWNER 10.5HOhER CONTROLS LOCATION - TILE PER OWNER 11. 80" HT. TEMPERED 6LA55 BARRIER 12. WATER CLOSET (CENTERED TO A MINIMUM OF 15' TO VERTICAL SURFACE OF 510E5). IT SHALL U5E NO MORE THAN 1.28 6AL PER FLUSH AND SHALL MEET REQUIREMENTS BY THE 2016 GPG 13. COUNTER TOP W/ 5E PARATE LAVATORY/5INK 14. MIRROR 15. BATHTUB - MODEL BY OWNER 16. 13Y PA55 TEMPERED 6LA55 DRS - MODEL BY OWNER 17. UPPER CABINET5 14' D. X 36' HIGH -VERIFY W/ OWNER 18. PROVIDE AGGE55 PANEL 121XI2" TO BATHTUB TRAP CONNECTION WHEN A SLIP JOIN CONNECTION 15 UTILIZED. la. (E) ROOF AGGE% GLAZING NOTES 1. 6LAZIN& 15 FIXED UNLESS NOTED 2. ALL 6LAZIN6 SHORN 15 DUAL INSULATING &LASS 3. ALL NEW 6LAZIN(9 (FENESTRATION) HILL BE INSTALLED WITH A OERTIFYIN& LABEL ATTACHED, SHOWING THE: U -VALUE AND 51-16G. 4. 6LAZIN6 MARKED HITH "TEMPERED" SHALL BE TEMPERED 6LAS5. 5. THE MANUFACTURED WINDOWS SHALL HAVE A LABEL ATTACHED CERTIFIED BY THE NATIONAL FENESTRATION RATIN& COUNCIL (NFRC) AND 5HOWIN6 COMPLIANCE WITH THE ENERGY CALCULATIONS. 6. ALL 6LAZIN6 IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED BY A LABEL (PERMANENT IF TEMPERED) AS SAFETY &LAZING. 2016 CRO 1. ALL HINDOW/SOLAR TUBES LABELS TO REMAIN ON WINDOWS UNTIL AFTER FINAL INSPECTION. UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN CONFORMANCE HITH THE REGIUIREMENT5 OF THESE RE6ULATION5 SHALL BE COMPLETED BY THE INSULATION APPLICATOR AND BY THE BUILDER. THIS INSULATION COMPLIANCE CARD SHALL BE POSTED AT OON5PI000US LOCATION WITHIN THE DHFL 1!46. WALL LEGEND INSPECT AND REPAIR EXISTING 2x4 5TUD5 0 Ib' oL. Wl EXI5TIN5 INSIA.ATION AND 0 3 COATS 51W OVER LATH t PAPER 0 EXTERIOR OF WAIL TO REMAIN. R-15 MIN BATT ML 0 MI%% AREA5. EA5T1N6 WALLS = e sa I T WINDOW TO BE UP6RADED n?. - HDR TO REMAIN M 5040 XO bO6& 5L 6L5. OR MXO II II .It U. • I . I . n r K-- 2t, =N KITCHEN TILE FLRIS' VAULTED GL6. .__ .___ mer 111- - - r- i w Aero. wrir...l l.liero wri.ie 1- T-1 T-1 - - - FY/.I I- IKF /1F T4G /lWA1F0 AVITFr'1 AT Ti- - I-- e.I TF IAlr AT , AW 111 .1 �I- rho wl�ll.l�� woe uiowwiTrer. we c>r r_rc��ir - w.1.-. i.0 ie�..c. .. .-.�.��� �.� - I. - ...- ...._ -- . --- -- TAI T1JF llAll Y T1JIG ��FCI�AI A g I (E) HALLWAY I TILE FLRIB'GL6. I ..... SLI .............1�-_........._� € I' I I CL' (E) BEDROOM '€ TILE FLRIB" VAULTED GL6. CL E € BATHROOM TILE R RIS' VAULTED CL6. (E) M. BEDROOM CL TILE FLR./8° VAULTED GLC. I i 2 i (E) BEDROOM TILE FLRIB" VAULTED GL6. (E) BEDROOM TILE MV, VAULTED GL6. FaVVE/REPLAGE REMNElRE17LA2 REMOVE/RRI AGE 4040 XO 4040 XO 4040 XO Area.: 16Dsgft. Area.: 16D .ft. Area.: IbD .ft. U. -Factor: 051 U. -Factor: 051 U.+Xtor: 051 __W 024 _.__ __ ___ _..._. __._ ..._. __.._. _._.5H6G: 024 TBS FLOOR PLAN ' GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EX15TINO GONDITION5 � y '%,g SgFq<tiI pyo ate. �ry� p F9T I9 iUF CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com SHEET TITLE: FLOOR PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET ivww „11nw1 "1 -1 lu. 1.v1.xn1 yr opo - VKIWVI n Y LIMINAKT UL510N UNTIL 511tH lIML IHL WILDING UtPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RE5PONSIDLE FOR COMPLETENESS OF DRAWIN65 FOR BIDDING PURPOSES PRIOR TO 155UANGE OF WILDING PERMIT5.bm�_I RB°bVE/R�f'LAGE ;:4030X0._ REMOVERRXE 6040 XO Area J2.0 sqq�.ft . = ` Asea: _24D .ft. _.. _._......... U. -Factor: 051 U. -Factor: TEMPERED TEMPERED SLI .............1�-_........._� € I' I I CL' (E) BEDROOM '€ TILE FLRIB" VAULTED GL6. CL E € BATHROOM TILE R RIS' VAULTED CL6. (E) M. BEDROOM CL TILE FLR./8° VAULTED GLC. I i 2 i (E) BEDROOM TILE FLRIB" VAULTED GL6. (E) BEDROOM TILE MV, VAULTED GL6. FaVVE/REPLAGE REMNElRE17LA2 REMOVE/RRI AGE 4040 XO 4040 XO 4040 XO Area.: 16Dsgft. Area.: 16D .ft. Area.: IbD .ft. U. -Factor: 051 U. -Factor: 051 U.+Xtor: 051 __W 024 _.__ __ ___ _..._. __._ ..._. __.._. _._.5H6G: 024 TBS FLOOR PLAN ' GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EX15TINO GONDITION5 � y '%,g SgFq<tiI pyo ate. �ry� p F9T I9 iUF CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com SHEET TITLE: FLOOR PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET ivww „11nw1 "1 -1 lu. 1.v1.xn1 yr opo - VKIWVI n Y LIMINAKT UL510N UNTIL 511tH lIML IHL WILDING UtPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RE5PONSIDLE FOR COMPLETENESS OF DRAWIN65 FOR BIDDING PURPOSES PRIOR TO 155UANGE OF WILDING PERMIT5.bm�_I W V.L ...— — V — N NOTED AT THE EXG USIVE SITE INDIGATEV IN 7VIM:KAWINbIS/ VNLT IM, VE51bN ANV VKAWIN(75 AKC 5VnMI1 ICV A7 KC7IKIC.IIVC ^NU W I IVCNIIAL VIS LV 11 I—I :'INT :VVI =VJ VK KC VW( CV --Y 1 :CIV Wf(_JCIV1 — OL7 MR(il'11IC(iIVKC. If VKH .— KCrKC7CiVI7 I'A f'ICCLII'111'1/'.KI1-- —.11 7Vl.Pl QIILVint7 VC11. lin] Y. 1-1 — 71/'AI 1� V -H-.1- HrtlinllC�.I— 7 1 nV l VC rtL�Vi�'JiVLL !-Vla R'LCICn Vr — u-111`- rU VACI�Y�Ii`IV7 KrV7C71-RIVK IV I771JFiry Vr —1— r'GKI'11 THESE DRAWINGS ARE GOPYR16HTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE GODS. THEY ARE OWNED BY 6L5 ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OW ER OTE L CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com AIR? CT C!`t/ �g D. %0 " No. CV C11991 O% 1013112019 y� EXP.DATE Q? F Op CAVA SHEET TITLE: STRUCTURAL NOTES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 NUM NNUP115" SHEET INSPECTION CONCRETE MASONRY CONCRETE GENERAL 1. INSPECTIONS PER 2016 CBC SECTIONS 108 & 1701: 1. CONCRETE MASONRY: 1, CONCRETE PLACEMENT & QUALITY: 1• TYPICAL DETAILS: THE FOLL❑WING INSPECTION REQUIREMENTS OF THE 2016 CBC SHALL BE MADE AS APPLICABLE FOR THE C❑NSTRUCTI❑N OF THE PROJECT, REFER ALSO TO THE PROJECT SPECIFICATIONS, F❑UNDATI❑NS 1802,1, 1810, A. F'm = 1500 PSI MINIMUM AND HIGHER OR AS SHOWN ON THE DRAWINGS, B. GRADE N UNITS, CONFORMING TO ASTM 90, WITH MINIMUM STRENGTH OF BLOCK TO BE DETERMINED BY REQUIRED F'm. C. PR❑VIDE NORMAL WEIGHT UNITS FOR WALLS RETAINING EARTH & @ UNITS FOR SHEAR WALLS. PROVIDE LIGHT WEIGHT UNITS AT ALL LOCATIONS. CONCRETE PLACEMENT AND QUALITY SHALL BE PER RECOMMENDATIONS IN A.C.I. SP -15. A COPY SHALL BE AVAILABLE AT THE CONSTRUCTION SITE DURING CONSTRUCTION, 2. DEBRIS: CONSTRUCTI❑N DETAILS NOT FULLY SHOWN OR NOTED SHALL BE BUILT IN A MANNER CONSISTENT WITH THE DESIGN INTENT CONTAINED IN DETAILS SHOWN FOR SIMILAR C❑NDITI❑NS. ALL WORK OR CONTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATIONS AND SAFTY REQUIREMENTS, REMOVE ALL DEBRIS FROM FORMS BEFORE POURING. D❑ NOT PERMIT REINFORCING TO BE CONTAMINATED BY FORM RELEASE AGENTS, WOOD, LATH, GYPSUM BOARD 108,5,4, 108.5.5 D. GROUT 200 PSI MIN„ AND HIGHER AS REQUIRED BY SPECIFIED F'm� EXAMINE DETAILS AND SCHEDULES. GROUT ALL CELLS, U,N,O, 2, DISCREPANCIES: CONCRETE 1902,1,1903.1,1908. BOLTS IN CONCRETE 1911,1912,2204,2.1. REBAR & P.T, TENDONS 1701,5 4, E. MORTAR TYPE M, MINIMUM, OR STRONGER AS REQUIRED TO MEET STRENGTH CRITERIA. F. SEE NOTE 2 BELOW FOR TESTING REQUIRED TO ESTABLISH F'ri, G. MINIMUM CMU REINFORCING, UON: #7 @ 16" VERT„ #4 @ 16' H❑RIZ„ 2#6 MIN, EACH HEAD, JAMB AND CORNER, SEE TYPICAL DETAILS, VERTICAL BARS MAY NOT BE SPLICED EXCEPT TO FOOTING DOWELS, 3• EMBEDDED ITEMS: SITE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS AND ELEVATIONS AT THE JOB SITE AND BRING TO TJE ARCHITECT'S ATTENTION ANY DISCREPANCIES. IN THE CASE ❑F AN INCONCISTENCY BETWEEN DRAWINGS AND SPECIFICATIONS OR WITHIN EITHER DOCUMENT NOT CLARIFIED BY AN ADDENDUM, THE MOST STRINGENT SHALL GOVERN AND THE BETTER QUALITY OR GREATER QUANTITY OF WORK SHALL BE PROVIDED IN ACCORDANCE WITH THE ARCHITECT'S INTERPRETATION A, ALL INSERTS SHALL BE CAST IN CONCRETE AND SHALL BE SECURELY POSITIONED IN THE FORMS BEFORE PLACING THE CONCRETE. B. DRILLED FASTENERS ARE NOT PERMITTED UNLESS THE CONTRACTOR FULLY DETAILS AND WELDING 2204.1 OBTAINS APPROVAL FROM THE ENFORCEMENT AGENCY FOR THEIR USE. C. POWER -DRIVEN FASTENERS WILL BE PERMITTED ONLY WHEN IT CAN BE SHOWN THAT THEY WILL STRUCTURAL MASONRY 1701,5 7, EXCAVATION & FILLING 1701,5 13, SPECIAL INSPECT❑R 110,3,9 PERIODIC INSPECTOR 1702,1 1710 2• TESTING: NOT SPALL THE CONCRETE AND ARE LOCATED S❑ AS TO AV❑ID REINFORCING, CONTRACTOR SHALL FULLY DETAIL AND OBTAIN APPROVAL FROM THE ENFORCEMENT AGENCY BEFORE INSTALLATION D, ALL HARDWARE SHALL HAVE A CURRENT I,C,B.O, RESEARCH REPORT AND SHALL BE ACCEPTED BY THE STRUCTURAL ENGINEER, THE INSPECTOR, AND THE ENFORCEMENT AGENCY BEFORE INSTALLATION, 4. CONSTRUCTI❑N JOINTS: 3• SHORING & BRACING: IT SHALL BE THE CONTRACTORS SOLE RESP❑SIBILITY TO DESIGN AND PR❑VIDE ADEQUATE SH❑RING, BRACING AND FORMWORK, ETC. AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THE STRUCTURE, A. BRACING AND SHORING IS REQUIERED FOR RETAINING WALLS UNTIL ALL OTHER SUPPORTING ELEMENTS HAVE ATTAINED FULL DESIGN STRENGTH. B. PR❑VIDE SH❑RING FOR OTHER ELEMENTS. AS REQUIRED TO TRANSMIT C❑NSTRUCTI❑N LOADS TO PROVIDE COMPLIANCE WITH F'm PER CBC REQUIREMENTS FOR FULL ALLOWABLE STRESSES IN ACCORDANCE WITH ONE OF THE FOLLOWING: MASONRY PRISM TESTING OR MASONRY PRISM TEST RECORD OR UNIT STRENGTH METHOD. CONTRACTOR SHALL PROVIDE ALL TESTS AND RECORDS FOR METHOD CHOSEN. A. HORIZONTAL AND VERTICAL CONSTRUCTION JOINTS IN WALLS AND FOOTINGS SHALL HAVE SURFACES RAKED AND ROUGHENED TO A MINIMUM OF 1/4" AMPLITUDE AND KEYS AT 12' O.C. U❑N, APPROVED FABRICATOR 1701,7 3• GROUT LIFTS: ELEMENTS CAPABLE OF RESISTANCE WITHOUT DAMAGE TO PERMANENT STRUCTURE, MASONRY UNITS SHALL BE LAID TO A MAXIMUM HEIGHT OF FIVE FEET BEFORE GROUTING, HIGH LIFT SUBMIT SPECIFIC PROPOSED LOCATIONS FOR REVIEW BY STRUCTURAL ENGINEER. GROUTING MAY NOT BE USED UNLESS CONTRACTOR SUBMITS PROPOSED METHOD AND OBTAINS B. SLAB ON GRADE: NOMINAL 2X KEYS X 1/3 SLAB THICKNESS, CONTINUOUS, SEE DETAILS. 2• CONCRETE: APPROVAL FROM THE ENFORCEMENT AGENCY, 4. REINFORCING IN MASONRY: C. ALL JOINTS NOTED ON THE DRAWINGS AS SLIP JOINTS SHALL BEARING SURFACE TROWELLED SMOOTH AND COVERED WITH 16 GAUGE GALVANIZED METAL SHEET FOLLOWED BY 2 LAYERS OF 6 MIL VISQUEEN. SLIP JOINTS SHALL NOT BE KEYED OR PREVENTED FROM SLIPPAGE IN ANY WAY, 4. EXCAVATION: THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTI❑N OF ADJACENT PROPERTY, STRUCTURES, STREET AND UTILITIES IN A. DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE AND SEE SECTION BELOW. PNEUMATICALLY PLACED CONCRETE, ACCORDANCE WITH THE ENFORCEMENT AGENCY, B. DURING INSTALLATI❑N OF ALL SLIP JOINTS REINFORCING BARS 5• PIPES AND CONDUIT: 5. OTHER TRADES: — PIPES AND ELECTRICAL CONDUIT SHALL NOT BE EMBEDDED IN STRUCTURAL CONCRETE EXCEPT AS 3• REINFORCING: SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR SIZE AND L❑CATI❑N OF PIPE, SPECIFICALLY APPROVED BY THE STRUCTURAL ENGINEER. SUBMIT SHOP DRAWINGS SH❑WING ALL PIPE AND CONDUIT SIZES, LOCATIONS AND SPACING. MAXIMUM SIZE SHALL BE 1/4 OF THE SLAB THICKNESS AND LOCATED AT THE MID DEPTH OF THE SLAB. MINIMUM SPACING IN SLABS SHALL BE 6 TIMES THE DIAMETER OF THE LARGEST PIPES AND CONDUIT SHALL NOT DISPLACE REBAR NOR IMPAIR THE VENT, DUCT AND OTHER OPENINGS AND DETAIL NOT SHOWN ON THESE STRUCTURAL DRAWINGS. AL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE ARCHITECTURAL DRAWING'S A. DURING THE PLACING ❑F REINFORCING STEEL FOR ALL STRUCTURAL CONCRETE AND MASONRY. B. DURING PLACING ❑F ALL INSERTS, 1• REBAR GRADES: 4• WELDING: UNLESS NOTED OTHERWISE BELOW, ALL REINFORCING STEEL, INCLUDING FOUNDATIONS AND MASONRY STRENGTH OF THE MEMBER. SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615 GRADE 60. SEE "WELDING & CUTTING" FOR BARS TO BE WELDED, - 6• BACKFILL: DURING ALL STRUCTURAL WELDING, INCLUDING WELDING OF REINFORCING STEEL, BACKFILL AS IT OCCURS AROUND THE EXTERIOR PERIMETER OF WALLS SHALL NOT BE PLACED UNTIL AFTER THE WALLS ARE SUPPORTED BY THE COMPLETION OF INTERIOR FLOOR SYSTEMS, DO NOT 5, HIGH-STRENGH BOLTING: 2, WELDED WIRE FABRIC: 6, FORMWORK: A. DESIGN SHORING SUFFICIENT TO SUPPORT C❑NSTRUCTI❑N DEAD AND LIVE LOADS, WELDED WIRE FABRIC SHALL CONFORM TO ASTM A82 AND A185, B. DESIGN WALL FORMING CONSISTENT WITH WALL DIMENSI❑NS AND EXPECTED RATE OF POURING. C. NO PORTION OF THE FORMING OFR SH❑RING SYSTEM MAY BE REMOVED LESS THAN 12 HOURS PROCEED WITH BACKFILL UNTIL 7 DAYS AS A MINIMUM AFTER THE COMPLETION OF INTERIOR FLOOR SYSTEMS UNLESS WALLS ARE ADEQUATELY BRACED, BACKFILL SHALL NOT BE PLACED UNTIL AFTER DURING ALL BOLT INSTALLATIONS AND TIGHTENING, OPERATIONS, 6• STRUCTURAL MASONRY: 3• DOWELING: AFTER PLACING CONCRETE, COMPLETION, INSPECTION AND ACCEPTANCE OF WATERPROOFING WHERE OCCURS. ALL WALLS SHALL BE DOWELED INT❑ FOOTINGS, OR SLABS WITH BARS OF THE SAME SIZE ANDSPACING AS THE BARS ABOVEUON. LAP 60 BAR DIAMETERS MIN, , 7• CEMENT: 7, SAFETY: DURING PREPARATI❑N OF MASONRY WALL PRISMS (AS REQ,'D BY BUILD'G AUTHORITY) SAMPLING AND PLACING OF ALL MASONRY UNITS, PLACEMENT OF REINFORCEMENT, PLACEMENT OF ANCHOR BOLTS, INSPECTI❑N OF GROUT SPACE IMMEDIATELY PRIOR TO CLOSING OF CLEAN OUTS, AND DURING ALL CEMENT SHALL BE TYPE II PORTLAND CEMENT CONFORMING TO CBC STANDARD 19-1 A. THE CONTRACTOR IS RESPONSIBLE FOR SAFE CONDUCT OF THE CONSTRUCTION AND THE GROUTING OPERATIONS, 4• LAP SPLICES: 8. CONCRETE AGE: SAFETY OF THE WORKER, THIS INCLUDES, BUT IS NOT LIMITED TO, THE CONSTRUCTION SEQUENCE, SAFETY APPLIANCES SUCH AS HANDRAILS, BARRIERS, ETC„ TEMPORARY BRACING AND SHORING AND 7. DIAPHRAGM: A. DO NOT SPLICE BARS EXCEPT WHERE SPECIFICALLY SHOWN ON DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER, B. FOR CONCRETE, PROVIDE LAPS PER GENERAL DETAILS, UON. C. FOR CONCRETE MASONRY, PROVIDE 60 DIAMETER MINIMUM LAPS, UON. D, LAPS IN HORIZONTAL REMOVAL OF SAME, PERIODIC VISITS T❑ THE SITE BY THE STRUCTURAL ENGINEER FOR FAMILIARIZATION, CLARIFICATION OR INTERPRETATION DO NOT CONSTITUTE SUPERVISION OR INSPECTION. ALL CONSTRUCTION SHOULD CONFORM TO FEDERAL, STATE, AND CITY STANDARDS, B. PR❑VIDE PEDESTRIAN PROTECTION AT PUBLIC WAYS. NO MORE THAN 90 MINUTES SHALL ELAPSE BETWEEN CONCRETE BATCHING AND CONCRETE PLACEMENT UNLESS APPROVED BY STRUCTURAL ENGINEER, (SEE ACI 318-14 FOR LIMITATIONS ANS PRACTICES DUE T❑ HIGH TEMPERATURES) VERIFY ANY 5 -PLY STRUCTURAL I PANELS VERIFY ALL NAILING DONE WITH COMMON NAILS TO SPECIFIED SPACING AND THAT SHEATHING IS UNDAMAGED BY CONSTRUCTI❑N PROCESS, 8• FIELD INSPECTOR: BARS SHALL BE STAGGERED. 9. FIELD FOREMAN 8• GOVERNING CODES: THE FIELD FOREMAN RESPONSIBLE FOR[ THE PLACEMENT OF ALL STRUCTURAL CONCRETE SHALL ALL FIELD INSPECTORS SHALL DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THE SPECIFIC CONSTRUCTI❑N BEING INSPECTED. 5. HOOKS AND BENDS: DEMONSTRATE A MINIMUM OF THREE YEARS EXPERIENCE IN THIS CAPACITY FOR THIS TYPE OF CONSTRUCTION• A. CBC 2016 & ASCE 7-10, ACI318-14,AISC/AISC360-10,AISC341-10 AWS Di,l/D1.1M:2010, 2015NDS, 2015NDS SDP W S, ANSI/TPI 1-2007 TMS 0,AISC 41- 530-13/ /DIAM:13 B. DESIGN LOADS HOOKS AND BAR BENDING DETAILS SHALL CONFORM TO CBC 2016 AND ACI 315. 10, AGGREGATES: 1, ROOF LIVE LOAD = 20 PSF - ROOF DEAD LOAD = 19 PSF 9• TEST AND INSPECTIONS: 6. INSTALLATION: TRUSS TOP CHORD LIVE LOAD = 20 PSF, TRUSS TOP CHORD DEAD LOAD = 14 PSF, TRUSS BOTTOM CHORD DEAD LOAD = 5 PSF, 2, WIND EXPOSURE (C),WIND DESIGN METHOD MWFRS PER ASCE CHAPTER 28 PART1 WIND IMPORTANCE FACTOR 1.00 WIND ZONE WIND SPEED (3 SEC GUST) 110 MPH NOMINAL DESIGN SPEED, A. AGGREGATES SHALL NOT CONTAIN REACTIVE SUBSTANCES IN AMOUNTS THAT ARE DETERMINED TO BE DELETERIOUS TO THE CONCRETE, B. AGGREGATE SIZES SHALL CONFORM TO THE SPECIFICATI❑NS, C. COARSE AGGREGATES SHALL CONSIST OF A CLEAN, HARD, FINE-GRAINED, SOUND CRUSHED GRANITE OR LIMESTONE, AND/ OR WASHED GRAVEL AND SHALL BE FREE OF OIL, ORGANIC MATTER OR OTHER DELETERIOUS SUBSTANCES AS LIMITED BY TABLE N❑,3 ASTM C33. A. ALL CEMENT, AGGREGATE, REINF❑RCING STEEL, STRUCTURAL STEEL, ETC. SHALL BE FROM TESTED STOCK, C❑PIES OF TEST REPORTS SHALL BE FURNISHED TO THE ARCHITECT UPON REQUEST, B. SEE SPECIFICATI❑NS FOR ADDITIONAL TEST AND/OR INSPECTION REQUIREMENTS• A. PROVIDE TEMPLATES TO MAINTAIN SPECIFIED L❑CATI❑N OF DOWELS, B. PROVIDE ACCESS❑RIES TO MAINTAIN VERTICAL WALL BARS IN PLACE DURING POURING, SINGLE CURTAIN VERTICAL BARS SHALL BE SECURED WITH 1/4 INCH OF THE SPECIFIED LOCATION. SUPPORT SPACING FOR VERTICAL BARS SHALL NOT EXCEED 100 BAR DIAMETERS. C. TIE ALL SUPPORTS, SPLICES AND ACCESS❑RIES, D, THE COARSE AGGREGATES SHALL NOT EXCEED 9,0 CUBIC FEET PER CUBIC YARD OF CONCRETE, EXTERNAL PRESSURE C❑EFFICIENT (FIG 28.4-1 ) D. ALL BARS SHALL BE SECURED IN PLACE PRIOR TO PLACEMENT OF ANY CONCRETE. INTERNAL PRESSURE COEFFICIENT•(TAB. 26.11-1 ) COMPONENTS AND CLADDING DESIGN ASCE Chapter 30 Partl MINIMUM WIND DESIGN LOADS : ASCE Chapter 28.4,4 partl, 7, CONCRETE PROTECTION OF REINF❑RCING BARS: 11, ADMIXTURES: WIND DESIGN ❑N PARAPETS: ASCE Chapter 28.4.2 3. SITE CLASS DEFINITION (D) OCUPANCY CATEGORY II 4. WIND PRESSURE ASCE 7-10 A. ADMIXTURES SHALL BE APPROVED BY THE ARCHITECT AND THE ENFORCEMENT AGENCY. A. CAST IN PLACE CONCRETE, NON PRE -STRESSED: MIN. COVER CAST AGAINST PERMANENTLY EXPOSED EARTH 3" B. ADMIXTURES CONTAINING CHLORIDE IONS NOT PERMITTED. C. ADMIXTURES TO REDUCE WATER CONTENT AND SHRINKAGE ARE ENCOURAGED, 5, SEISMIC DESIGN CATEGORY (D) , COEFFICIENT Cs -0.15 6, SEISMIC Ss=1,5338 S1=0,721g, R= 6,5 SDs -1,000 SDI -0,601 FORMED, EXPOSED TO EARTH OR WEATHER: #6 & LARGER 2' #5 & SMALLER 1 1/2" D. PROVIDE CURING FOR ALL CONCRETE SLABS IN ACCORDANCE WITH ACI 301 SEC 2.1 SUBMIT PROPOSED CURING METHODS FOR APPROVAL BY ARCHITECT, 7, BASIC SEISMIC FORCE -RESISTING SYSTEM (V=CsW) DESIGN BASE SHEAR (V=0,23W) 8, ANALYSIS PROCEDURE USED CBC 2016 SECT 1603.1,5 9• PERMITS: SUBMITTALS 1• SHOP DRAWINGS: PERMITS FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY, ARE REQUIRED FOR THE CONSTRUCTION OF BUILDINGS, STRUCTURES, OR SCAFFOLDING HIGHER THAN THREE STORIES OR THIRTY SIX FEET, AND FOR TRENCHES OR EXCAVATION DEEPER THAN FIVE FEET INT❑ WHICH WORKERS ARE REQUIRED TO DESCEND NOT EXPOSED TO EARTH OR WEATHER: (SLABS, WALLS, JOISTS ) : #14 & #18 1 1/2' #11 & SMALLER 1' 12. MIX DESIGNS: A. PROPORTIONS OF MATERIALS FOR CONCRETE SHALL BE ESTABLISHED BY AND CONFORM TO THE REQUIREMENTS OF CBC SECTION 2605 FOR PROPORTIONING ON THE BASIS OF FIELD EXPERIENCE AND/ OR TRIAL MIXTURES, 10, COORDINATION: A. SHOP DRAWINGS, CALCULATIONS, SAMPLES, ETC. FOR THE FOLLOWING ITEMS SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW A MINIMUM OF 15 WORKING DAYS PRIOR TO FABRICATI❑N OF WORK BEAMS & COLUMNS 1 1/2' 13. CAST IN PLACE CONCRETE: IT IS THE DECLARED AND ACKNOWLEDGED INTENTION AND MEANING, THROUGH C❑❑RDINATI❑N OF SPECIFICATIONS, DRAWINGS AND SCHEDULES TO PROVIDE AND SECURE THE CONTEMPLATED A. CONCRETE (145 PCF STONE, U.O.N.) PSI (MIN) FOUNDATIONS 2500 STRUCTURE, COMPLETE AND READY FOR USE, AND ALL ITEMS SHOWN OR CALLED FOR OR REASONABLY 1, CONCRETE MIX DESIGN SHALL BE STAMPED AND SIGNED BY TEST LAB'S PROFESSIONAL SLABS ON GRADE 2500 INFERRED BY INTENT SHALL BE INCLUDED WHETHER SPECIFICALLY SHOWN OR NOT. THE CONTRACTOR ENGINEER SHALL COORDINATE THE WORK OF THE VARI❑US TRADES AND CRAFTS TO AVOID POSSIBLE 2, REBAR INTERFERENCES, DUPLICATION OF WORK, OR UNFINISHED GAPS AND CONFLICTS BETWEEN OPERATIONS, 3, STRUCTURAL STEEL AND MISCELLANEOUS IRON, 14• PUMPED CONCRETE: THE VARIOUS TRADES AND CRAFTS SHALL AGREE THAT, DUE TO FIELD CONDITIONS, MINOR 4, STEEL STAIR FRAMING, RAILINGS, CONNECTIONS, AND EMBEDS SHALL BE STAMPED SIGNED BY STAIR MANUFACTURER'SCOMPENSATING PROFESSIONAL ENGINEER, 5, GLUED LAMINATED TIMBERS 6. TRUSS JOISTS DEPARTURES FROM THE DRAWINGS BOUND TO OCCUR, AND THAT SUCH DEPARTURES ARE SELF S❑ FAR AS COST OF ADDITIONS OR DEDUCTI❑NS ARE CONCERNED, NO CLAIMS FOR EXTRAS WILL BE ALLOWED IN CONNECTION WITH SUCH MINOR CHANGES DUE SOLELY TO FIELD CONDITIONS. IF CONCRETE IS PLACED BY THE PUMP METHOD, SUPPORTS SHALL BE PROVIDED FOR THE HOSE, THE HOSE SHALL NOT BE ALLOWED T❑ CONTACT THE REINFORCINGTHIS REQUIREMENT IS MANDATORY, DISCHARGE SHALL BE DIRECTED S❑ AS T❑ PREVENT DISPLACEMENT OF REINFORCING ❑R ACCESSORIES. 7, CONCRETE CURING METHODS 8. WELDING PROCEDURE SPECIFICATIONS LUMBER & PLYWOOD 11• INSPECTION: ANY INSPECTI❑N, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL B. SHOP DRAWING SUBMITTALS SHALL INCLUDE A MINIMUM OF ONE SET OF TRANSPARENCIES, 1. GRADE & SIZE BUILDING DEPARTMENTS, OR THESE PLANS SHALL BE DONE BY AN INDEPENDENT INSPECTI❑N COMPANY. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AN OFFICIAL INSPECTION. C. REVIEW OF SHOP DRAWINGS DOES NOT CONSIDER CHANGES OR DEVIATIONS TO THE CONTRACT DOCUMENTS AND SHOULD NOT BE CONSTRUED AS APPROVAL OF ANY SUCH ITEM, ALL STRUCTURAL LUMBER SHALL BE S4S DOUGLAS FIR OF THE FOLLOWING GRADES UNLESS NOTED 6. HOLES: OTHERWISE: HOLES FOR BOLTS SHALL BE BORED NO MORE THAN 1/16" LARGER THAN THE NOMINAL BOLT STUDS, PLATES, AND BLOCKING --------------------------------- STANDARD. DIAMETER, DRILL PILOT HOLES 3/16' SMALLER IN DIAMETER THAN LAG BOLTS. JOISTS AND PLANKS 2" TO 4' WIDE AND 6' AND DEEPER---------- NO. 2 12. CERTIFIED FABRICATORS: 4X BEAMS, HEADERS, & STRINGERS ------------------------------ NO. 1 7, CUTTING: BEAMS, HEADERS, & STRINGERS (6X AND LARGER)------------------ NO. 1 STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC, UNLESS SPECIALLY NOTED OR DETAILED, POSTS AND TIMBERS ------------------------------------------NO, 2 ALL LUMBER SHALL BE GRADE STAMPED BY AN APPROVED GRADING AGENCY, AND APPROVED IN WRITING BY THE ENGINEER. FABRICATORS OF MANUFACTURED WOOD PRODUCTS, AND WELDED ASSEMBLIES OF ALL TYPES (INCLUDING STAIR AND HAND/GUARDRAILS) SHALL BE CERTIFIED IN ACCORDANCE WITH 2010 IBC& 2016 CBCCODE SECTION 170,7 BEFORE COMMENCING WORK. IF THE FABRICATOR IS NOT REGISTERED IN THE JURISDICTION WHERE THE COMPONENTS ARE TO BE INSTALLED (RIVERSIDE COUNTY, CA) HE SHALL FOUNDATIONS 8• BLOCKING: SUBMIT HIS CERTIFICATE FOR ANY OTHER JURISDICTION FOR REVIEW AND ACCEPTANCE BY THE 1• DESIGN: SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS OR RAFTERS AT ALL SUPPORTS AND AT 8'-0" 2• MOISTURE CONTENT: O.C. MAX. MAXIMUM STORAGE CONTENT SHALL NOT EXCEED 19% MOISTURE UNLESS NOTED OTHERWISE, 9. HARDWARE: J❑IST HANGERS AND OTHER CONNECTORS SHALL BE BY SIMPSON, SILVER ❑R EQUAL. ENGINEER PENDING CERTIFICATION BY THE GOVERNING AUTHORITY• WHERE THE SUPPLIER CANNOT SHOW COMPLIANCE WITH CRITERIA OF CBC 2016HE SHALL NOTIFY THE ENGINEER, THE CONTRACTOR MY PROPOSE TO SUPPLY SPECIAL INSPECTION AND TESTING IN LIEU OF CERTIFICATION. SUCH TESTING AND INSPECTION TO BE DONE BY THE OWNER'S REPRESENTATIVE BUT PAID FOR BY THE CONTRACTOR , THE CONTRACTOR SHALL INFORM THE OWNER AND THE ENGINEER OF HIS INTENTION TO UTILIZE NON- CERTIFIED FABRICATORS AS SOON AS POSSIBLE AFTER RECEIPT OF NOTICE TO SPREAD FO❑TING WITH A.S.B•P, AT 1000 PSF (NET) FOUNDATION IS ASSUMED PER CBC CHAPTER 1B. 3• PLYWOOD: PROCEED WITH THE PROJECT. 2• FOOTINGS: PLYWOOD SHOULD BE STRUCTURAL 1. OR CDX GRADE ( WITH EXTERIOR TYPE GLUE) AND SHALL 10, NAILING CONFORM TO PS -1-09, EACH SHEET SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF THE SEE PLANS AND/OR SCHEDULES FOR NAILING OF VERTICAL AND HORIZONTAL SHEATHING (SHEAR A,P.A. ALL HORIZONTAL PLYWOOD SHALL HAVE ALL EDGES NAILED TO JOISTS, BLOCKS, NAILERS $ PANELS AND DIAPHRAGMS). INSTALLATION OF VERTICAL AND HORIZONTAL SHEATHING SHALL BE BEAMS. NAILED AND INSPECTED PRIOR TO COVERING. NAILS SHALL BE DRIVEN PERPENDICULAR WHERE POSSIBLE INSTEAD OF USING TOE NAILS. 4• PRESSURE TREATED WO❑D:d�� ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR AND PREDRILL FOR ALL NAILS 20d AND LARGER. CONFORM TO C.B.C. STANDARD 25-12. NAILING SHALL BE IN ACCORDANCE WITH DETAILS AND NOTES. WHERE NET OTHERWISE N❑TE, ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LEST THAN 8" TO THE EXPOSED GROUND SHALL BE PRESSURE TREATED OR NATURALLY ALL NAILS SHALL CONFORM IN DIAMETER (WIRE GAUGE) AND PENETRATI❑N TO THE MINIMUM FOR DURABLE TO DECAY (CRC R317.1.) 'COMMON' NAILS AS SHOWN BY THE LOWER HALF OF TABLE 23 -I -G 2016 CBCCODE. FIELD -CUTTING ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE -TREATED WOOD SHALL BE NO 'BOX" NAILS SHALL BE PERMITTED IN THIS JOB, BOTTOM OF ALL FOOTINGS SHALL EXTEND A MINIMUM OF 24 INCHES BELOW LOWEST ADJACENT FINISHED FLOOR OR FINAL GRADE AND 18' MIN. INTO UNDISTURBED NATURAL SOIL, N❑N-BEARING RETAINING WALL F❑❑TINGS SHALL BE EMBEDDED MIN, 24' BELOW LOWEST ADJACENT FINISH FLOOR OR FINAL GRADE, 3• INSPECTI❑NS: �/� GLUED LAMINATED TIMBER ��IN 0/C �0_�/ ey. Ci fiq` �O FSF 1• MATERIALS: ARTMF MATERIALS, MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH CIAO STANDARD CS 253 "STRUCTURAL GLUED LAMINATED TIMBER' 2, MATERIALS: THE SOILS ENGINEER OR HIS REPRESENTATIVE SHALL INSPECT ALL WORK PRIOR TO THE PLACEMENT OF ANY REINFORCING STEEL OR CONCRETE AND SHALL PROVIDE THE GOVERNING AGENCY WRITTEN VERIFICATION THAT EXPOSED BEARING CONDITIONS ARE IN CONFORMANCE WITH THE RECOMMENDATIONS GIVEN IN THE SOILS REPORT PRI❑R TO INSPECTION BY THE GOVERNING AGENCY, TREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4 (CRC R31711) GLUED LAMINATED BEAMS SHALL BE COMBINATION 16 F V6 OF ARCHITECTURAL APPEARANCE GRADE 4• RETAINING WALLS: WHERE EXPOSED, AND INDUSTRIAL GRADE WHERE NOT EXPOSED, AND INDUSTRIAL GRADE WHERE NOT EXPOSED, EXTERIOR GLUE SHALL BE PROVIDED. PROVIDE SHORING OF ALL RETAINING WALLS UNTIL PERMANENT SUPPORT IS IN PLACE, PROVIDE WATERPROOFING & BACK FILL DRAIN SYSTEM PER S❑ILS REPORT FOR ALL SUB GRADE RETAINING WALLS. 5• BOLTS: ALL BOLTS BEARINGS ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS 11. SILL PLATES: 3. MATERIALS: THE GLUED LAMINATED BEAMS SHALL BE FURNISHED BY A LICENSED FABRICATOR SPECIALIZING IN NOTED OTHERWISE. ALL BOLTS SHALL BE RETIGHTENED PRI❑R TO APPLICATION OF PLYWOOD, SILL PLATES OF ALL INTERI❑R STUD WALLS SHALL BE ANCHORED WITH 7/32' D 3 1/4" PINS @ 24' PLASTER, ETC, O.C. MAX, UNLESS OTHERWISE NOTED. THIS TYPE OF WORK. THE FABRICAT❑R SHALL SUBMIT COMPLETE SHOP DRAWINGS AND HIS CERTIFICATION AS AN APPROVED FABRICATOR TO THE ENGINEER FOR APPROVAL PRIOR TO FABRICATION. 12. SPLICE: LAP ALL PLATE SPLICES NOT LESS THAN 4'-0", W V.L ...— — V — N NOTED AT THE EXG USIVE SITE INDIGATEV IN 7VIM:KAWINbIS/ VNLT IM, VE51bN ANV VKAWIN(75 AKC 5VnMI1 ICV A7 KC7IKIC.IIVC ^NU W I IVCNIIAL VIS LV 11 I—I :'INT :VVI =VJ VK KC VW( CV --Y 1 :CIV Wf(_JCIV1 — OL7 MR(il'11IC(iIVKC. If VKH .— KCrKC7CiVI7 I'A f'ICCLII'111'1/'.KI1-- —.11 7Vl.Pl QIILVint7 VC11. lin] Y. 1-1 — 71/'AI 1� V -H-.1- HrtlinllC�.I— 7 1 nV l VC rtL�Vi�'JiVLL !-Vla R'LCICn Vr — u-111`- rU VACI�Y�Ii`IV7 KrV7C71-RIVK IV I771JFiry Vr —1— r'GKI'11 THESE DRAWINGS ARE GOPYR16HTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE GODS. THEY ARE OWNED BY 6L5 ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OW ER OTE L CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com AIR? CT C!`t/ �g D. %0 " No. CV C11991 O% 1013112019 y� EXP.DATE Q? F Op CAVA SHEET TITLE: STRUCTURAL NOTES DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 NUM NNUP115" SHEET SPECIAL NOTES SPECIAL NOTE: ADDITION, REMODELING AND/OR RENOVATION PROJECTS THE OWNER OR HIS GENERAL CONTRACTOR FOR ANY ADDITION, REMODEL AND/OR RENOVATION PROJECT SHALL CAUSE THE EXISTING STRUCTURAL SYSTEM(S) TO BE FULLY EXPOSED TO SUCH AN EXTENT THAT THE STRUCTURAL DESIGNER CAN PROPERLY AND FULLY OBSERVE AND ASCERTAIN ALL PERTINANT EXISTING STRUCTURAL ISSUES FOR THE PURPOSE OF DEVELOPING SUFFICIENT CONSTRUCTION DOCUMENTS FOR THE PROJECT. ANY UNCOVERED STRUCTURAL SYSTEM AND/OR MATERIAL THAT WAS INSUFFICIENTLY EXPOSED OR IDENTIFIED DURING CONSTRUCTION DOCUMENT PREPARATION OR AFTER APPROVAL OF THE STRUCTURAL CONSTRUCTION DOCUMENTS FOR ISSUANCE OF A BUILDING PERMIT HAS OCCURRED AND EITHER PRIOR TO OR AFTER START OF CONSTRUCTION, AND THEN BEING DETERMINED BY THE STRUCTURAL DESIGNER TO ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE TOTAL STRUCTURE (EXISTING AND NEW WORK COMBINED) OR THAT REQUIRES ADDITIONAL WORK TO PROPERLY ENCORPORATE INTO THE TOTAL STRUCTURAL SYSTEM SHALL CAUSE THE STRUCTURAL DESIGNER OF RECORD TO PROVIDE ADDITIONAL WORK AT THE EXPENSE OF THE OWNER TO RESOLVE THE SITUATION. THE ADDITIONAL WORK SHALL BE DEEMED TO BE PERFORMED, OVER AND ABOVE THE BASIC SERVICES AGREED TO BY THE OWNER AND THE STRUCTURAL DESIGNER. AN EXTRA SERVICES FEE SHALL THEN BE AGREED TO BETWEEN THE OWNER AND STRUCTURAL DESIGNER AFTER WHICH, REVISED CONSTRUCTION DOCUMENTS SHALL BE PREPARED AND BE SUBJECT TO REVIEW BY THE BUILDING AUTHORITY IF SO REQUIRED. CONSTRUCTION THAT PROCEEDS AFTER UNCOVERED WORK HAS BEEN REVEALED BUT GOING UNREPORTED TO THE OWNER OR STRUCTURAL DESIGNER SHALL CAUSE THE STRUCTURAL DESIGNER TO REEVALUATE THE STRUCTURAL DESIGN IN LIGHT OF THE UNCOVERED WORK AND THEN PREPARE ADDITIONAL OR REMEDIAL CONSTRUCTION DOCUMENTS AND DIRECTIONS AS NEEDED WHICH SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE FOR THE EXTRA SERVICES. CORROSION PROTECTION FASTENERS FOR PRESSURE -PRESERVATIVE TREATED WOOD SHALL BE OF H❑T-DIPPED GALVANIZED STEEL SPECIAL INSPECTION EPDXY SPECIAL INSPECTION REQUIRED FOR ALL EPDXY ANCHORS/DOWELS/HDU CONTRACTOR RESPONSIBILITY THE CONTRACTOR RESPONSIBLE FOR CONSTRUCTI❑N OF THE LATERAL FORCE RESISTING ELEMENTS (SHEAR WALLS & DIAPHRAGMS) SHALL (PER CBC 1706); 1706.1 CONTRACTOR RESPONSIBILITY. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR A WIND- OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING! 1. ACKNOWLEDGMENT OF AWARNENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FRECUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4. INDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. POST 4X6 CONTRACTOR SPECIAL NOTES 1. ALL STEM WALLS TO BE 8" WIDE (U,❑.N) & SHALL HAVE THE SAME NOTIFY ENGINEER OF RECORD IF FINISH FLOOR ELEVATION AS MAIN FLOOR, 2. PR❑VIDE TERMITE TREATMENT OF S❑ILS PRI❑R TO POURING CONC,FTG W/ SET -XP (ICC 2508) EPDXY CONCRETE, 3. COMPRESIVE STRENGTH 2,500 PSI. MIN. AT 28 DAYS READY MIX STAGGER SIDE TO SIDE CONCRETE: ASTM C94 (U.N,❑.), 3,000 PSI FOR THE FLAG POLE F❑ORING00 PSI CONCRETE 4, ALL COLUMN BASES, COLUMN BOLTING, HOLDOWN STRAPS AND H❑LDOWN EN BOLTS, CRITICAL TO THE STRUCTURAL INTEGRITY OF THE BUILDING, SHALL BE HELD IN PLACE BY MEANS OF TEMPLATES PRI❑R TO F❑UNDATI❑N INSPECTI❑N, 5. PROVIDE MINIMUM 26 GAUGE GALVANIZED WEEP SCREED AT x FOUNDATION PLATE LINE. CBC 261212 WEEP SCREED SHALL BE A �•• . ,i• MINIMUM OF 4'ABOVE ADJACENT GRADE AND 2'AB❑VE ADJACENT FLATWORK. 6. NON -REMOVABLE BACKFLOW PREVENTI❑N DEVICES ARE REQUIRED ❑N ALL HOSE BIBS, (CPC 603) 7, ALL SILL BOLTING SHALL BE 5/8' 0' A.B. (48" ❑.C.) (MAX) (U.N,❑,) 8. ALL ANCHOR BLTS SHALL HAVE 3' X 3" X 0.229" PL WASHER INSTALLED BETWEEN WOOD & AB, NUT ( CBC 2308.12.8) 9. 2 - ANCH. BOLT/ FASTENER MIN. PER SILL PL, MEMBER. 10. DEFORMED REINF, SHALL BE ASTM A615, A616, A617, 11. ALL HARDWARE PERTAINING TO FOUNDATION MUST BE IN PLACE, 12. PROVIDE TREATED SILL PLATE OR VAPOR BARRIER UNDER ALL COLUMNS PER BLDG. DEPT, 13. HOLD DOWN ANCHORS MUST BE TIED IN PLACE PRI❑R TO FOUNDATION INSPECTION. SECTION HOLD DOWN SHALL BE RE -TIGHTENED JUST PRI❑R TO COVERING ❑F THE WALL FRAMING ( CBC 2315.5.6) 14, THE SOIL CLASSIFICATION,WHETHER OR NOT THE S❑IL IS EXPANSIVE END NOTE THE ALLOWABLE BEARING VALUE ON PLANS PER TABLE 18 -I -A & B SECTION 106,3,3 15. NOTICE: NO INSPECTI❑NS, OTHER THAN F❑UNDATI❑N WILL BE MADE UNTIL TRUSS PLANS ARE SUBMITTED AND APPROVED BY THE BUILDING DEPARMENT. 16. TRUSS PLANS SHALL BE APPROVED BY THE ENGINEER/ARCHITECT OF RECORD PRIOR TO SUBMITTAL FOR APPROVAL 17, POWER DRIVER PINS HILTI X-ZF 47P8S23 ICC-ES-ESER 2379 18, NAIL AND OTHER FASTENERS IN PRESSURE TREATED SILL PLATE SHALL BE ZINC COATED HOT DIPPED GALVANIZED AS SPECIFIED CBC 2304.9.5 19. SURFACE WATER WILL DRAIN AWAY FROM BUILDING. THE GRADE SHALL FALL A MIN OF 6` WITHIN THE FIRST 10 FT 20. 8' MIN DISTANCE FROM GRADE TO WOOD SILL FRAMING AND SHEATHING ( CRC317.1) 21. �' DIAMETER IMBEDDED 7" MIN AT 6' ❑.C, MAX SPACING (CRC R 403.1.6) 3/4" DIAM. HOLE , CLEAN INSPECTOR CORROSION PROTECTION FASTENERS FOR PRESSURE -PRESERVATIVE TREATED WOOD SHALL BE OF H❑T-DIPPED GALVANIZED STEEL SPECIAL INSPECTION EPDXY SPECIAL INSPECTION REQUIRED FOR ALL EPDXY ANCHORS/DOWELS/HDU CONTRACTOR RESPONSIBILITY THE CONTRACTOR RESPONSIBLE FOR CONSTRUCTI❑N OF THE LATERAL FORCE RESISTING ELEMENTS (SHEAR WALLS & DIAPHRAGMS) SHALL (PER CBC 1706); 1706.1 CONTRACTOR RESPONSIBILITY. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR A WIND- OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING! 1. ACKNOWLEDGMENT OF AWARNENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FRECUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4. INDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. POST 4X6 CONTRACTOR SPECIAL NOTES CONTRACTOR IS RESPONSIBLE 5/8' DIAM. x 14` ALL THREAD NOTIFY ENGINEER OF RECORD IF NEW OPENINGS ARE LOCATED ON THE EXISTING SHEAR PANELS POST OR2X STUDS STITCH NAIL W/1006" 0/C CONC,FTG W/ SET -XP (ICC 2508) EPDXY SUBMIT TO CITY OF PALM DESERT - BUILDING DEPARTMENT FOR REVIEW AND STAGGER SIDE TO SIDE MINIMUM 1 -3/4" EN EXISTING 4' THK. CONCRETE SLAB EDGE DISTANCE tK x HOLDDOW PER PLANS, �•• . ,i• t °� 6 -SDS 1%4' X 2-1/2 �" •• • • • :110.' A••• 0 5/8" DIAM. X 16" ALL THREAD ROD • jje' •'' 0 ° SET 12" (MIN) INTO EXIST CONC. FTG •� I�; • ..: ' W/ EPDXY ADHESIVE MODEL SET -XP • ESR -2508 •`. •. -A SIMO SETP-SXPNESR-2508 fV EPDXY ONLY@ UPLIFT 1 SITUATIONS EPDXY REQUIRES 2s °. OBSERVATION OF LIC DEPUTY 3' 3/4" DIAM. HOLE , CLEAN INSPECTOR DRY -FREE OF DEBRIS /4 BAR CONT. (LAP. 24' MIN.) SEE FOUNDATION PLAN (TYPICAL) EXIST CONC NEW CONC. AT SIM. SPECIAL INSPECTION IS REQUIRED SPECIAL INSPECTION IS REQUIRED FOUNDATION DETAIL 2 FOUNDATION DETAIL CORROSION PROTECTION FASTENERS FOR PRESSURE -PRESERVATIVE TREATED WOOD SHALL BE OF H❑T-DIPPED GALVANIZED STEEL SPECIAL INSPECTION EPDXY SPECIAL INSPECTION REQUIRED FOR ALL EPDXY ANCHORS/DOWELS/HDU CONTRACTOR RESPONSIBILITY THE CONTRACTOR RESPONSIBLE FOR CONSTRUCTI❑N OF THE LATERAL FORCE RESISTING ELEMENTS (SHEAR WALLS & DIAPHRAGMS) SHALL (PER CBC 1706); 1706.1 CONTRACTOR RESPONSIBILITY. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -OR SEISMIC -FORCE -RESISTING SYSTEM, DESIGNATED SEISMIC SYSTEM OR A WIND- OR A WIND- OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING! 1. ACKNOWLEDGMENT OF AWARNENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3. PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FRECUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4. INDENTIFICATION AND QUALIFICATIONS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITION(S) IN THE ORGANIZATION. I - X USIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(5) ONLY THI5 DE51GN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE U5ED OR REPRODUCED WITHOUT THE NRI N NT RG - THESE DRAWINGS ARE GOPYRIGNTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINI57RATIVE GODS. THEY ARE OWNED BY GLS ARCHITECTURE. THEY ARE FOR THEE GL TTE GONSE OF GLS A HITEGTURE. TH S DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF ERlll_DING PERMITS. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com ARcy\5 D. 4�n * No. C11991 A 1013112019 •9� EXP.DATE Op CAS-��/ SHEET TITLE: FOUNDATION PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 Thursday, September 26, 2019 SHEET p CONTRACTOR SPECIAL NOTES CONTRACTOR IS RESPONSIBLE AND SHALL NOTIFY ENGINEER OF RECORD IF NEW OPENINGS ARE LOCATED ON THE EXISTING SHEAR PANELS AND E,O.R. SHALL REVISE THE DESIGN AND SUBMIT TO CITY OF PALM DESERT - BUILDING DEPARTMENT FOR REVIEW AND APPROVAL I - X USIVE USE OF THE OWNER NOTED AT THE EXCLUSIVE SITE INDICATED IN THE DRAWING(5) ONLY THI5 DE51GN AND DRAWINGS ARE SUBMITTED AS RESTRICTIVE AND CONFIDENTIAL DISCLOSURE THAT MAY NOT BE U5ED OR REPRODUCED WITHOUT THE NRI N NT RG - THESE DRAWINGS ARE GOPYRIGNTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINI57RATIVE GODS. THEY ARE OWNED BY GLS ARCHITECTURE. THEY ARE FOR THEE GL TTE GONSE OF GLS A HITEGTURE. TH S DRAWING REPRESENTS A PRELIMINARY DESIGN UNTIL SUCH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF ERlll_DING PERMITS. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com ARcy\5 D. 4�n * No. C11991 A 1013112019 •9� EXP.DATE Op CAS-��/ SHEET TITLE: FOUNDATION PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 Thursday, September 26, 2019 SHEET p D l7 CONTRACTOR SPECIAL NOTES CONTRACTOR IS RESPONSIBLE AND SHALL NOTIFY ENGINEER OF RECORD IF NEW OPENINGS ARE LOCATED ON THE EXISTING SHEAR PANELS AND E,O.R; SHALL REVISE THE DESIGN AND SUBMIT TO CITY OF PALM DESERT DEPARTMENT FOR REVIEW AND APPROVAL SPECM FRAMING NOTES 1. NOTES A) HEADERS.- #1 D.E. OR MICR❑ LAMS BY TRUSSJOIST-MC MILLAN. SPECIAL NOTE: ADDITION, REMODELING AND/OR RENOVATION PROJECTS THE OWNER OR HIS GENERAL CONTRACTOR FOR ANY ADDITION, REMODEL AND/OR RENOVATION PROJECT SHALL CAUSE THE EXISTING STRUCTURAL SYSTEM(S) TO BE FULLY EXPOSED TO SUCH AN EXTENT THAT THE STRUCTURAL DESIGNER CAN PROPERLY AND FULLY OBSERVE AND ASCERTAIN ALL PERTINANT EXISTING STRUCTURAL ISSUES FOR THE PURPOSE OF DEVELOPING SUFFICIENT CONSTRUCTION DOCUMENTS FOR THE PROJECT. ANY UNCOVERED STRUCTURAL SYSTEM AND/OR MATERIAL THAT WAS INSUFFICIENTLY EXPOSED OR IDENTIFIED DURING CONSTRUCTION DOCUMENT PREPARATION OR AFTER APPROVAL OF THE STRUCTURAL CONSTRUCTION DOCUMENTS FOR ISSUANCE OF A BUILDING PERMIT HAS OCCURRED AND EITHER PRIOR TO OR AFTER START OF CONSTRUCTION, AND THEN BEING DETERMINED BY THE STRUCTURAL DESIGNER TO ADVERSELY AFFECT THE STRUCTURAL INTEGRITY OF THE TOTAL STRUCTURE (EXISTING AND NEW WORK COMBINED) OR THAT REQUIRES ADDITIONAL WORK TO PROPERLY ENCORPORATE INTO THE TOTAL STRUCTURAL SYSTEM SHALL CAUSE THE STRUCTURAL DESIGNER OF RECORD TO PROVIDE ADDITIONAL WORK AT THE EXPENSE OF THE OWNER TO RESOLVE THE SITUATION. THE ADDITIONAL WORK SHALL BE DEEMED TO BE PERFORMED, OVER AND ABOVE THE BASIC SERVICES AGREED TO BY THE OWNER AND THE STRUCTURAL DESIGNER. AN EXTRA SERVICES FEE SHALL THEN BE AGREED TO BETWEEN THE OWNER AND STRUCTURAL DESIGNER AFTER WHICH, REVISED CONSTRUCTION DOCUMENTS SHALL BE PREPARED AND BE SUBJECT TO REVIEW BY THE BUILDING AUTHORITY IF SO REQUIRED. CONSTRUCTION THAT PROCEEDS AFTER UNCOVERED WORK HAS BEEN REVEALED BUT GOING UNREPORTED TO THE OWNER OR STRUCTURAL DESIGNER SHALL CAUSE THE STRUCTURAL DESIGNER TO REEVALUATE THE STRUCTURAL DESIGN IN LIGHT OF THE UNCOVERED WORK AND THEN PREPARE ADDITIONAL OR REMEDIAL CONSTRUCTION DOCUMENTS AND DIRECTIONS AS NEEDED WHICH SHALL BE AT THE GENERAL CONTRACTOR'S EXPENSE FOR THE EXTRA SERVICES. ALL BOLTS & LAG BELTS CONNECTIONS IN WOOD SHALL HAVE ST'D CUT WASHERS CONTRACTOR RESPONSIBILITY THE CONTRACTOR RESPONSIBLE FOR CONSTRUCTI❑N OF THE LATERAL FORCE RESISTING ELEMENTS (SHEAR WALLS & DIAPHRAGMS) SHALL (PER CBC 1706): 1706.1 CONTRACTOR RESPONSIBILITY. EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND -❑R SEISMIC -F❑RCE-RESISTING SYSTEM. DESIGNATED SEISMIC SYSTEM OR A WIND- OR A WIND- OR SEISMIC -RESISTING COMPONENT LISTED IN THE STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRI❑R TO THE COMMENCEMENT OF WORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN THE FOLLOWING: 1. ACKNOWLEDGMENT OF AWARNENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTI❑NS; 2. ACKNOWLEDGMENT THAT CONTROL WILL BE EXERCISED TO OBTAIN CONFORMANCE WITH THE CONSTRUCTION DOCUMENTS APPROVED BY THE BUILDING OFFICIAL; 3, PROCEDURES FOR EXERCISING CONTROL WITHIN THE CONTRACTOR'S ORGANIZATION, THE METHOD AND FRECUENCY OF REPORTING AND THE DISTRIBUTION OF THE REPORTS; AND 4. INDENTIFICATION AND QUALIFICATI❑NS OF THE PERSON(S) EXERCISING SUCH CONTROL AND THEIR POSITIONS) IN THE ❑RGANIZATI❑N. ROOD" FRAMING PLAN SCALE: 11411 c 1'-0 GENERAL GONTRAGTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXI5TINC6 GONDITION5 l TO REMAIN TO REMAIN SECTION A Lr C► op pnotfeD /LD/NG & S LIU/ DESERT ey. y AFEry QEPgRTMENT Dare: ?O% 9 IN ONLY THIS ESIGN A WIN A M iT A RESTRICTIVE N CONFIDENTIAL I R THAT MAY T I H R N I I (HESE DRAWINGS ARE GOPYRIG+iTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY 6L5 ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXGLU5IVE SITE INDICATED IN THE DRAW G(5) L D AND PRA1,11N65 RE SUB ED 5 RESTR VE A D GO DE L D SGLOSU E H NO BE USED OR REPRODUCED W T OUT THE ITTE CONSENT OF GLS ARCH TEGTURE. THIS DRAW N6 REPRESENTS A PRELIMINARY DESIGN UNTIL 5UGH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING hERMITS. i CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com ,`'�D ARCh'/ T O� tcs a. O * " No. V C11991 T A 1013112019 EXP. DATE REVISION I BY SHEET TITLE: ROOF FRAMING PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET FRAMING NOTES 1. LUMBER FOR FRAMING SHALL BE AS FOLLOWS , A) HEADERS.- #1 D.E. OR MICR❑ LAMS BY TRUSSJOIST-MC MILLAN. B) BEAMS.- #1 D.F. OR MICRO LAMS BY TRUSSJ❑IST-MC MILLAN. C) ROOF JOIST (TJI's).- BY TRUSSJ❑IST-MC MILLAN. D) ROOF TRUSSES.- AS PER PLAN. E) STUDS.- ST'D GRADE KILN DRIED DOUGLAS FIR. F) TOP PLATES,RIBB❑NS,LEDGERS.- No. 2 DOUGLAS FIR -GREEN. G) SILL PLATES.- TREATED DOUGLAS FIR. H) LATTICE LUMBER.- No, 2 R.S. 2. CONCRETE SHALL BE 2,500 PSI., 28 DAY STRENGTH. 3. FRAMING HARDWARE SHALL BE SIMPSON- STRONG TIE. 4. TRUSS LAYOUT SHALL BE PER MFR. APPROVED CALCULATIONS & PLANS, 5. ROOF SHEATHING SHALL BE CDX PLYWOOD GRADE MARKED BY APA W/ SPAN INDEX 32/16 OR COMPARABLE 2 -M -W PARTICLE BOARD. 6. STRUCTURAL & MISC. STEEL AS REQ. SHALL BE A-36 GRADE. 7. DEFORMED REINFORCING SHALL BE ASTM A 615, A 616, A 617, 8. BOLTS, LAG BOLTS, ETC. SHALL BE COMMON GRADE. 9. ALL BOLTS & LAG BELTS CONNECTIONS IN WOOD SHALL HAVE ST'D CUT WASHERS INSTALLED BETWEEN BOLT HEADS & NUTS & SURFACE OF WOOD. 10. LAG BOLTS SHALL BE PROVIDED WITH PILOT HOLE 3/16'SMALLER THAN LAG SHANK DIAMETER. MACHINE BOLTS SHALL BE PROVIDED WITH HOLES 1/16'LARGER IN DIAMETER. ROOD" FRAMING PLAN SCALE: 11411 c 1'-0 GENERAL GONTRAGTOR SHALL VISIT THE JOB SITE AND VERIFY ALL EXI5TINC6 GONDITION5 l TO REMAIN TO REMAIN SECTION A Lr C► op pnotfeD /LD/NG & S LIU/ DESERT ey. y AFEry QEPgRTMENT Dare: ?O% 9 IN ONLY THIS ESIGN A WIN A M iT A RESTRICTIVE N CONFIDENTIAL I R THAT MAY T I H R N I I (HESE DRAWINGS ARE GOPYRIG+iTED INSTRUMENTS OF SERVICE AS DEFINED BY THE CALIFORNIA ADMINISTRATIVE CODE. THEY ARE OWNED BY 6L5 ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXGLU5IVE SITE INDICATED IN THE DRAW G(5) L D AND PRA1,11N65 RE SUB ED 5 RESTR VE A D GO DE L D SGLOSU E H NO BE USED OR REPRODUCED W T OUT THE ITTE CONSENT OF GLS ARCH TEGTURE. THIS DRAW N6 REPRESENTS A PRELIMINARY DESIGN UNTIL 5UGH TIME THE BUILDING DEPT. HAS AFFIXED THE STAMP OF APPROVAL. 6.L5. ARGHITEGTURE SHALL NOT BE RESPONSIBLE FOR COMPLETENESS OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING hERMITS. i CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com ,`'�D ARCh'/ T O� tcs a. O * " No. V C11991 T A 1013112019 EXP. DATE REVISION I BY SHEET TITLE: ROOF FRAMING PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET ELECTRICAL NOTES I - ELECT RIGAL OUTLETS LOCATIONS SHALL COMPLY WITH CEO ARTICLE 21032(/) 2- (ONVENIENCE OUTLETS IN BATHROOMS, KITUfN5, 0UIU0OR5, 6ARA )ES AND BASEMENTS (OTHER THAN FOR LAUNDRY AND SIMILAR EGIUUIPMENT) SHALL BE 6R I PROTECTED PER GEC, 2016 3.- ELECTRICAL SYSTEM 6ROUND TO BE PROVIDED PER CEG 2016 (6ROUNDED TO 6A5, WATER AND UFER). (A LIFER 6ROIUND AND 8' OF DRIVEN COPPER PIPE MUST BE USED FOR ELECTRICAL 6ROUNDIN(5. THE UFER 6ROUND SHALL MAINTAIN AT LEAST 6' CLEARANCE WITH THE COPPER PIPE) 4- PROVIDE AN EXHAUST FAN FOR VANITIES OR INTERIOR BATHROOM GEC, 2016 SEG. 1205(0) 5.- SINGLE- OR MULTIPLE -STATION SMOKE ALARMS SHALL BE INSTALLED AND MAINTAINED IN 6ROUPS R-2, R-3, R-3.1, R-4 AND 1-1 RE6ARDLE% OF THE 06CA PANT LOAD AT ALL OF THE FOLLOWIN6 LOCATIONS: -ON THE CEILIN6 OR WALL OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF BEDROOMS. - IN EACH ROOM USED FOR SLEEPING PURPOSES. - IN ENCLOSED COMMON STAIRWELLS OF APARTMENT COMPLEXES AND OTHER MULTIPLE-DWBlIM6 COMPLEXES. 6.- PROVIDE THE HORIZONTAL SEPARATION DISTANCE 5PEGIFIED IN THE LISTIN6 OF THE ELEGTRIGAL BOX FOR OUTLETS AT OPPOSITE SIDES OF FIRE WALL R302.42 1- RESIDENCE SHALL BE PRE -WIRED FOR OPTIONAL INTERCOM SYSTEM AT ALL BEDROOMS, FROM ENTRY DOOR AND AT KITCHEN/ NOOK 8.- RESIDENCE SHALL BE PRE -WIRED FOR OPTIONAL SECURITY SYSTEM. Cl.- PROVIDE (2) MINIMUM SEPARATE 20 AMP. CIRCUIT'S TO KITCHEN APPLIANCES. 10.- PROVIDE AT LEAST ONE 20 -AMORE BRANCH CIRCUIT TO SERVE LAUNDRY APPLIANCES. SUCH GIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. II.- MOUNT CONVENIENCE RECEPTACLES HORIZONTALLY WITH BOTTOM OF BOX V ABOVE SLAB. 12: PROVIDE AT LEAST ONE 20 -AMPERE BRANCH CIRCUIT TO SERVE BATHROOM RE-GEPTAGLES. SUCH CIRCUIT(S) SHALL HAVE NO OTHER OUTLETS. CEG 2016 210.11(0}3 13: PROVIDE BELL COVERS FOR W.P. RECEPTACLES AND OTHER EXTERIOR DEVICES. FURNI5H AND INSTALL PIGTAILS FOR ALL APPLIANCES. 14.- ALL WIRING IN ATTIC, TO REMAIN CLEAR OF SPACES AND RECEIVE INSULATION. 15- ALL CONVENIENCE OUTLETS TO BE ON 6.F.1. SEPARATE FROM INTERIOR 6.F.1. PROTEGTED CIRCUITS. lb.- EXTERIOR K.P. OUTLETS TO BE ON 6F.1. SEPARATE FROM INTERIOR 6.F.1. PROTECTED CIRCUIT5. Il.- TYPICAL L16HT SWITCH MOUNTI% HE16K TO BE 31' ABOVE SLAB TO CENTER OF PLATE. MOUNT SWITCHES AND CONVENIENCE OUTLETS AT KITCHEN, BATHROOMS, AND LAUNDRY ROOM COUNTERS HORIZONTALLY AT 40" ABOVE SLAB TO CENTER OF PLATE. I8.- MOUNT 5WITCHE5 AND CONVENIENCE OUTLETS AT KITCHEN, BATHROOMS, AND LAUNDRY ROOM COUNTERS HORIZONTALLY AT 40' ABOVE SLAB TO CENTER OF PLATE. Iq.- COAX GABLE FOR T.V. WIRING TO BE TIMES 23770 OR 2345. 20.- L16HT FIXTURES IN CLOSET5 SHALL CONFORM 2016 CEG 24: ALL FIXED APPLIANCES SHALL BE SECURELY FASTEN IN PLACE. A- PROVIDE INDIVIDUAL CIRCUIT FOR IRRI6ATION CLOCK. 22.- PROVIDE AT LEAST TWO 20 -AMPERE SMALL APPLIANCE BRANCH GIRGUITS TO SERVE KITCHEN, BREAKFAST ROOM, AND DININ6 ROOM. 9" CIRCUITS SHALL HAVE NO OTHER OUTLETS. ( GEC, 2016 210-52(b)O) TH IROU611210-52 (WON 23- FACN ROOM CONTAINING A SHOWER OR BATHTUB SHALL HAVE AT LEAST ONE LUMINARY WITH LA!05) WITH AN EFFICACY OF 40 LUMENS PER WATT OR 6REATER AND SHALL BE LABELED 'SUITABLE FOR DAMP LOCATION' CEG 2016 410-40). 24.- ALL BRANCH CIRCUIT5 THAT 51JPPLY 125 VOLT, SIN6LE PHA5E,15 AND 20 AMPERE OUTLETS INSTALLED IN DWELIN66 UNITS SHALL BE PROTEGTED BY AN ARG -FAULT CIRCUIT INTERRIIPTER(5) GEC, 210.12 25- 'BOND 6ROUN01% ELECTRODE TO METAL 6A5 AND WATER PIPING." (CEG 2016 4250-81,250-530)) 26: VERIFY CONNECTION POINTS FOR POWER TELEPHONE, 6A5, SEWER AND GAN 5YSTEM5 PRIOR TO CONSTRUCTION APPROXIMATE ONLY LOGATION5 INDICATED 277 - NOTE: OPENIN65 AROUND ELECTRICAL PENETRATIONS THIROL*H FIRE RESISTIVE RATED WALLS, PARTITIONS, FLOORS, GEILIN65, SHALL 8E FIRE STOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RE515TIVE RATIN6. 28.- NOTE: SMOKE DETECTORS SHALL BE LOCATED AT VAULTED CEILINGS 2q.- 5URFACE MOUNTED LIGHTING FIXTURES SHALL BE AT LEAST 12' FROM A 5TORA6E AREA AND FLUSH MOUNTED L16HTIN6 FIXTURES SHALL BE AT LEAST 6' FROM A STORAGE AREA. CEG 2016 ARTICLE 410-8. 30- LUMINARIES THAT ARE REGESSED INTO IN51JLATE P GEILIN65 ARE TO BE APPROVED FOR ZERO CLEARANCE INSULATION COVER 00) AND LABELED AS AIR-TI6HT (AT) TO LE55 THAN 2.0 CFM AT 15 PASCALS. ELEGTRONIG BALLASTS ARE REQUIRED IN ALL H16H EFFICACY LUMINARIES OF 13 WATTS OR HI6HER. 31: BONDING SHALL BE PROVIDED WHERE NECESSARY TO ENSURE ELECTRICAL CONTINUITY AND THE GAPAGITY TO CONDUCT AN FAULT CURRENT LIKELY TO BE IMPOSED. REFER TO ARTICLES 250-92 AND 250-84 (SERVICES), 250-86 (OTHER ENCLOSURES) AND/OR 250-104 (PIPING SYSTEM5). 32.- H16H EFFICACY LUMINARIES M5T BE PIN BASED. 33- ANY BRANCH CIRCUIT PROVIDING POWER TO BEDROOMS SHALL BE ARG -FAULT PR.OTEGTED. 34. -ALL APPLICABLE FIXTURES MUST MEET 2016 TITLE 24 H16H-EFFICACY REQUIREMENTS. 35. -PROVIDE 6FCI PROTECTION HYDRO44ASSA6E BATHTUB AND ITS ASSOCIATED ELECT RIGAL EQUIPMENT. CEG 680.11 36. -DELETED. 31.-AUTOMATI6 6ARA6E DOORS OPENERS, IF PROVIDED, SHALL HAVE AUTOMATIC REVERSE SAFETY DEVIGE(S) LISTED IN ACCORDANCE WITH UL 325. CRC, R30q.4 H45 19890-q1 38: INTER5Y5TEM BONDING TERMINATION 15 REQUIRED TO BE PROVIDED EXTERNALLY TO ENCLO9 PZ5. GEC, 800.100 (B) 40.- ALUMINUM WIRES SMALLER THAN 1-0 PROHIBITED 41- SMOKE DETECTOR SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS 42 -SMOKE DETECTORS SHALL BE 'HARD WIRED' AND SHALL BE EQUIPPED WITH BATTERY BACKUP 43.- CARBON MONOXIDE DETECTOR 5HALL 8E INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS 44- CARBON MONOXIDE DETEGTORS SHALL BE 'HARD WIRED' AND SHALL BE EQUIPPED WITH BATTERY BACKUP 45. -PANEL ENCL05URE TYPES SHALL BE L15TED AND INTEND FOR SUCH LOGATIONS GEC, 2016 SEG. 11028 TABLE 11028 46.- ELECTRICAL EQUIPMENT SHALL BE INSTALLED IN A NEAT AND WORKMANLIKE MANNER GEC, 2016 SECTION 110.12 2016 CEC 150.0 K (K) 'I C -- ALL LUMINARIES INCLUDING DOWN LIGHT (PENDANT LIGHTS) IN ALL CEILINGS MUST MEET THE FOLLOWING REQUIREMENTS: A) SHALL CONTAIN LIGHT SOURCES THAT ARE CERTIFIED JA8 COMPLIANT THAT ARE NOT OF THE 5GREH-BASED TYPE; AND B) TH05E THAT ARE ENCLOSED, SUCH A5 THOSE OFTEN USED IN SHOWERS, MUST UTILIZE A JAS -E COMPLIANT LAMP RATED FOR USE AT ELEVATED TEMPERATURES; AND G) BE L15TED FOR ZERO -CLEARANCE INSULATION CONTACT (IG RATED) BY A NATIONALLY RECOGNIZED TESTING LAB THAT ARE CERTIFIED AIRTIGHT PER ASTM E283-04 (AIR LEAKAGE LE55 THAN 2.0 GFM AT PASCALS) AND D) HAVE A GASKET OR CAULKED 5EALING BETWEEN THE LUMINARIE HOUSING AND CEILING; AND E) ALLOW READILY ACCESSIBLE BALLASTS FOR MAINTENANCE OR REPLACEMENT WITHOUT NEEDING TO OUT HOLES IN THE GEILIN65. ELECTRICAL SYMBOLS LEGEND STANDARD 5HITGH $3*4 THREE-WAY OR FOUR-WAY LIGHT 5HITGH AS NOTED. $b STANDARD DIMMER 5HITGH $vAc 5HITGH H/ VACANCY SENSOR AFGI 12O\/ DUPLEX CONVENIENCE RECEPTACLE, 12" ABOVE FLOOR, UNLESS NOTED OTHERWISE W/ ARG -FAULT CIRCUIT INTERRUPTER SHALL BE TAMPER RESISTANT GFGI 12OV DUPLEX CONVENIENCE RECEPTACLE, ,I{, 12 ABOVE FLOOR, UNLESS NOTED OTHERWISE (�.,�l W/ GROUND -FAULT CIRCUIT INTERRUPTOR SHALL BE TAMPER RE515TANT j� 12O\/ DUPLEX CONVENIENCE RECEPTACLE, 5HITGH CONTROLLED, 1/2 HOT 22 240\/ 51NOLE CONVENIENCE RECEPTACLE, 0 VERIFY HEIGHT WP&FO120V OR 240V, AS NOTED, WEATHERPROOF i DUPLEX RECEPTACLE H/ SFGI SHALL BE TAMPER RESISTANT O T -INTERMITTENT EXHAUST FAN IN EAGH KITGFEN 100 CFM, 3 5ONE5 DUCTED TO OUT5IDE. U5E 5' DIAM. FLEX DUCT. O -INTERMITTENT EXHAUST FANS IN EAGH BATHROOM 50 CFM, 3 5ONE5 DUCTED TO OUTSIDE. U5E 5" DIAM. FLEX DUCT. WHOLE-BUILDIN6 VENTILATION EXHAUST FAN WVB --5EE MECHANICAL PLAN FOR COMPLIANCE Al PH TELEPHONE JACK AT +8" ABOVE FLOOR AND COUNTER TELEVISION GABLE JACK AT +8" ABOVE FLOOR Q THERMOSTAT, VERIFY LOCATION WITH HEATING/AG LAYOUT FG tFUEL GAS COMBINATION SMOKE AND GARBON MONOXIDE ALARM S, --IN5TALLATION PER 2016 GRG OSMOKE ALARM S--IN5TALLATION PER 2016 GRG ROUND RECESSED LIGHT BY COMMERCIAL QO ELECTRIC MODEL GE-JB6-65OL-27K-E26-2 , 6" L.E.D. DIMMABLE , 2016 GEC, APPROVED. M5+P5 ENGL05URE IGAT RATED AT ALL CEILINGS HP ICAT - M5+P5 INDIGATES TO BE PHOTO CELL CONTRamunON 5EN50R - W INDIGATE5 TO BE SUITABLE FOR DAMP LOCATION MS+PS SURFACE MOUNTED L.E.D. 2016 GEC, APPROVED. - M5+P5 INDIGATE5 TO BE PHOTO GEL CONTROL MOTION 5ENSOR n cls GEILIN6 MOUNTED FAN, 4 OR 5 BLADE, / 5HITGH CONTROLLED EVSE ELECTRICALVEHICLE SUPPLY EQUIPMENT --PROVIDE I" CONDUIT EXTENDING FROM THE MAIN PANEL TO A JUNCTION BOX WHERE THE EV5E RECEPTACLE HILL BE PROVIDED. -- THE MAIN SERV I GE PANEL MUST BE SI ZED TO ACCOMODATE 240 VOLT, 40 AMP DEDICATED BRANCH GIGUIT CGG 4.106.4 MS+PS EXI5TIN(9 ELEGTRIGAL MAIN 5ERVIGE PANEL 200 AMP. I_30-11-- 4 MAX. 220V YVP � r7FGIILD � xV) W IFGI AFGI -- EX 1ST I NC MEGHAN I GAL 5Y5TEM TO REMAIN UND 15TURBED -- ..._i.��_ woc iio�o�cuTcn IAlnroilMFNrG TIF 41o111F Al f PWFn AY TNF CAl IFnRNIA ADMIN15TRATIVE CODE. THEY ARE OWNED BY GLS ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXGLU5IVE SITE INDICATED IN THE DRAWING(5) ONLY THIS DESIGN AND DRAWINr,S ARE v)RHITTFD AS RFSTRIf.TIVF ANn CnNrin NTIAI nl V.l n41AF -AT - - F IK - of Po-'' wr1-1 ruo . - c woiu.rci.. r.,. r_ .-.r.-1-11 1-11.- . --- ELIECTRICAL� PLAN SCALE: 1 /4" c 1'-0" GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EXISTING GONDITION5 f?(ljt j)C1TYOp pno Py. $ Sq CrY �F� R �FpARTM - CI.L.5. ARGHITEr-TURE 5HALL NOTBG RESPONSIBLE FOR GOMPLETENE55 OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PEP.MITS. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL: gls@glsarchitecture.com 'v ARCh'i T Vii �S D. ,F 4O * �' No. N C11991 T 1013112019 EXP. DATE Op SHEET TITLE: ELECTRICAL PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET • • �� , , ,IIII,I. I • DETAILKITCHEN 2016 CEC 150.0 K (K) 'I C -- ALL LUMINARIES INCLUDING DOWN LIGHT (PENDANT LIGHTS) IN ALL CEILINGS MUST MEET THE FOLLOWING REQUIREMENTS: A) SHALL CONTAIN LIGHT SOURCES THAT ARE CERTIFIED JA8 COMPLIANT THAT ARE NOT OF THE 5GREH-BASED TYPE; AND B) TH05E THAT ARE ENCLOSED, SUCH A5 THOSE OFTEN USED IN SHOWERS, MUST UTILIZE A JAS -E COMPLIANT LAMP RATED FOR USE AT ELEVATED TEMPERATURES; AND G) BE L15TED FOR ZERO -CLEARANCE INSULATION CONTACT (IG RATED) BY A NATIONALLY RECOGNIZED TESTING LAB THAT ARE CERTIFIED AIRTIGHT PER ASTM E283-04 (AIR LEAKAGE LE55 THAN 2.0 GFM AT PASCALS) AND D) HAVE A GASKET OR CAULKED 5EALING BETWEEN THE LUMINARIE HOUSING AND CEILING; AND E) ALLOW READILY ACCESSIBLE BALLASTS FOR MAINTENANCE OR REPLACEMENT WITHOUT NEEDING TO OUT HOLES IN THE GEILIN65. ELECTRICAL SYMBOLS LEGEND STANDARD 5HITGH $3*4 THREE-WAY OR FOUR-WAY LIGHT 5HITGH AS NOTED. $b STANDARD DIMMER 5HITGH $vAc 5HITGH H/ VACANCY SENSOR AFGI 12O\/ DUPLEX CONVENIENCE RECEPTACLE, 12" ABOVE FLOOR, UNLESS NOTED OTHERWISE W/ ARG -FAULT CIRCUIT INTERRUPTER SHALL BE TAMPER RESISTANT GFGI 12OV DUPLEX CONVENIENCE RECEPTACLE, ,I{, 12 ABOVE FLOOR, UNLESS NOTED OTHERWISE (�.,�l W/ GROUND -FAULT CIRCUIT INTERRUPTOR SHALL BE TAMPER RE515TANT j� 12O\/ DUPLEX CONVENIENCE RECEPTACLE, 5HITGH CONTROLLED, 1/2 HOT 22 240\/ 51NOLE CONVENIENCE RECEPTACLE, 0 VERIFY HEIGHT WP&FO120V OR 240V, AS NOTED, WEATHERPROOF i DUPLEX RECEPTACLE H/ SFGI SHALL BE TAMPER RESISTANT O T -INTERMITTENT EXHAUST FAN IN EAGH KITGFEN 100 CFM, 3 5ONE5 DUCTED TO OUT5IDE. U5E 5' DIAM. FLEX DUCT. O -INTERMITTENT EXHAUST FANS IN EAGH BATHROOM 50 CFM, 3 5ONE5 DUCTED TO OUTSIDE. U5E 5" DIAM. FLEX DUCT. WHOLE-BUILDIN6 VENTILATION EXHAUST FAN WVB --5EE MECHANICAL PLAN FOR COMPLIANCE Al PH TELEPHONE JACK AT +8" ABOVE FLOOR AND COUNTER TELEVISION GABLE JACK AT +8" ABOVE FLOOR Q THERMOSTAT, VERIFY LOCATION WITH HEATING/AG LAYOUT FG tFUEL GAS COMBINATION SMOKE AND GARBON MONOXIDE ALARM S, --IN5TALLATION PER 2016 GRG OSMOKE ALARM S--IN5TALLATION PER 2016 GRG ROUND RECESSED LIGHT BY COMMERCIAL QO ELECTRIC MODEL GE-JB6-65OL-27K-E26-2 , 6" L.E.D. DIMMABLE , 2016 GEC, APPROVED. M5+P5 ENGL05URE IGAT RATED AT ALL CEILINGS HP ICAT - M5+P5 INDIGATES TO BE PHOTO CELL CONTRamunON 5EN50R - W INDIGATE5 TO BE SUITABLE FOR DAMP LOCATION MS+PS SURFACE MOUNTED L.E.D. 2016 GEC, APPROVED. - M5+P5 INDIGATE5 TO BE PHOTO GEL CONTROL MOTION 5ENSOR n cls GEILIN6 MOUNTED FAN, 4 OR 5 BLADE, / 5HITGH CONTROLLED EVSE ELECTRICALVEHICLE SUPPLY EQUIPMENT --PROVIDE I" CONDUIT EXTENDING FROM THE MAIN PANEL TO A JUNCTION BOX WHERE THE EV5E RECEPTACLE HILL BE PROVIDED. -- THE MAIN SERV I GE PANEL MUST BE SI ZED TO ACCOMODATE 240 VOLT, 40 AMP DEDICATED BRANCH GIGUIT CGG 4.106.4 MS+PS EXI5TIN(9 ELEGTRIGAL MAIN 5ERVIGE PANEL 200 AMP. I_30-11-- 4 MAX. 220V YVP � r7FGIILD � xV) W IFGI AFGI -- EX 1ST I NC MEGHAN I GAL 5Y5TEM TO REMAIN UND 15TURBED -- ..._i.��_ woc iio�o�cuTcn IAlnroilMFNrG TIF 41o111F Al f PWFn AY TNF CAl IFnRNIA ADMIN15TRATIVE CODE. THEY ARE OWNED BY GLS ARGHITEGTURE. THEY ARE FOR THE EXCLUSIVE USE OF THE OWNER NOTED AT THE EXGLU5IVE SITE INDICATED IN THE DRAWING(5) ONLY THIS DESIGN AND DRAWINr,S ARE v)RHITTFD AS RFSTRIf.TIVF ANn CnNrin NTIAI nl V.l n41AF -AT - - F IK - of Po-'' wr1-1 ruo . - c woiu.rci.. r.,. r_ .-.r.-1-11 1-11.- . --- ELIECTRICAL� PLAN SCALE: 1 /4" c 1'-0" GENERAL GONTRAGTOR SHALL V151T THE JOB 51TE AND VERIFY ALL EXISTING GONDITION5 f?(ljt j)C1TYOp pno Py. $ Sq CrY �F� R �FpARTM - CI.L.5. ARGHITEr-TURE 5HALL NOTBG RESPONSIBLE FOR GOMPLETENE55 OF DRAWINGS FOR BIDDING PURPOSES PRIOR TO ISSUANCE OF BUILDING PEP.MITS. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL: gls@glsarchitecture.com 'v ARCh'i T Vii �S D. ,F 4O * �' No. N C11991 T 1013112019 EXP. DATE Op SHEET TITLE: ELECTRICAL PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET PLUMBING MOTES I. -THE MINIMUN WATER PRE5URRE SUPPLIED TO THE M05T REMOTE FIXTURE SHALL NOT BE LE55 THEN THE REQUIREMNT5 OF THE FIXTURE, AND NOT LE -55 THAN 15 P51, WHICHEVER 15 HIGHER 2. -PROVIDE A SEPARATE VENT FOR EAGH WA5TE BRANGH LINE EXGEEDIN6 15 FEET IN LEN6HT 3. -THE MINIMUN AREA OF ANY VENT INSTALLED IN A GOMBINATION WA5TE AND VENT 5Y5TEM SHALL BE AT LEAST 2" GRO55 5EGTIONAL AREA OF THE DRAINPIPE 5ERVED. 4.- AN El EGTRIGALLY GONTINUOU5 GORRO51ON-RE515TANT TRAGER WIRE (MINIMUM AWG 14) OR TAPE 5HALL BE BURIED WITH THE PLA5TIG PIPE TO FAGILITATE LOGATIN6. ONE (1) END SHALL BE BROUGHT ABOVE 6ROUND AT A BUILDING WALL OR R15ER. [NEPA 54:7.1:1.31 GPG 1211.1.1 5.-UNDER67ROUN0 PLA5TIG 6A5 PIPIN6 5HALL BE IS" DEEP AND THE TRAN51TION R15ER MU5T GOMPLY WITH CPO 2016 b. -NO 6A5 PIPE SHALL BE IN5TALLED UNDER THE BUILDING OR PATIO GOVER l.-GONDENSATE 5HALL BE GOLLEGTED AND 015GHAR-ED TO AN APPROVED 0151705AL AREA. REFER TO CPO 2016 FOR ADDITIONAL REQUIREMENT5 FOR 6ONDEN5ATE DRAINAGE PIPIN6. 8. -PLUMBING 5PEGIFIGATIONS: 50/50 5OLDER JOINTS AREA NO LONGER PERMITTED IN PORTABLE WATER 015TRIBLMON 5Y5TEM5. ONLY 95/5 SOLDER JOINT5 ARE PERMISSIBLE. 9: PLUMBING FIXR RE5 AND FITTINC75 SHALL BE INSTALLED IN AGGORDANGE WITH THE CALIFORNIA PLUMBING CODE AND SHALL MEET THE APPLIGABLE 5TANDARD5 REFERENGE IN TABLE 1401.1 OF THE GALIFORNIA PLUMBIN6 GODE WATER EFFICIENCY AND CONSERVATION PROVIDE R-4 W&ATION ---- - __--____ ON FIRST 6' OF NLET t OUTLET 6ATE VALVE- - OF WATER HEATER fttPJ -- SATIE VALVE Oi7OMl 14 MA1PR---- fT1TJ #202 C*V NATION ' 1 UP TEP. t FWA Mff 1 f1TTI% VALVE 3/4' NP.T. RILL SIZE RELY - H 34ALE D-06. EXTERIOR -snsw RESIDENTIAL STRAP LAVATORY FAUCET LO6ATE STRAPS WITHIN THE COMMON AND PUBLIC, AREAS ------ - - H ITHN THE TOP t BOTTOM LAVATORY FAUCET OF WATER HEATER RESIDENTIAL --USE 'WATTS SPA EtiAMr WATER METERING FAUCET HEATER RESTRAIN MODE. E-15 OR KITCHEN FAUCET - SIMILAR APPROVED I. kitchen faucets may temporarily Increase the flow above the maximum rate, but not to DRAIN- 6A5- - ' d _ GOIr'K m ANGHIOR LEFT% OF WATER -` GOMEGTION HEATER TO PLATFORM for 5howerheod5 18' 'Hr. RATS® 7� PLATFORM ELEVATION VIEW -05E 'WATTS 5PAGB4A0V HATER LAS STRAP SEGURl3Y TO HEATER RESTRAIN MODEL E-15 OR HALL FIZAMN5, STRAP OR HIRE SHALL BE OCIRaED O O O SIMILAR APPROVED T16HTLY AROUHO WATER HEATER N A MAN ER MGN - MINIMUM NON METALLIC DOES NOT COMPRESS SPACER BETYEBI WATER 945LLATION R AN:17. HEATER AND WAIL WATER HEATER SEISMIC STRAP DETAIL - IN5PEGT AND REPAIR AT EXI5TIN6 CrONDITION5 -- PLUMBING MOTES I. -THE MINIMUN WATER PRE5URRE SUPPLIED TO THE M05T REMOTE FIXTURE SHALL NOT BE LE55 THEN THE REQUIREMNT5 OF THE FIXTURE, AND NOT LE -55 THAN 15 P51, WHICHEVER 15 HIGHER 2. -PROVIDE A SEPARATE VENT FOR EAGH WA5TE BRANGH LINE EXGEEDIN6 15 FEET IN LEN6HT 3. -THE MINIMUN AREA OF ANY VENT INSTALLED IN A GOMBINATION WA5TE AND VENT 5Y5TEM SHALL BE AT LEAST 2" GRO55 5EGTIONAL AREA OF THE DRAINPIPE 5ERVED. 4.- AN El EGTRIGALLY GONTINUOU5 GORRO51ON-RE515TANT TRAGER WIRE (MINIMUM AWG 14) OR TAPE 5HALL BE BURIED WITH THE PLA5TIG PIPE TO FAGILITATE LOGATIN6. ONE (1) END SHALL BE BROUGHT ABOVE 6ROUND AT A BUILDING WALL OR R15ER. [NEPA 54:7.1:1.31 GPG 1211.1.1 5.-UNDER67ROUN0 PLA5TIG 6A5 PIPIN6 5HALL BE IS" DEEP AND THE TRAN51TION R15ER MU5T GOMPLY WITH CPO 2016 b. -NO 6A5 PIPE SHALL BE IN5TALLED UNDER THE BUILDING OR PATIO GOVER l.-GONDENSATE 5HALL BE GOLLEGTED AND 015GHAR-ED TO AN APPROVED 0151705AL AREA. REFER TO CPO 2016 FOR ADDITIONAL REQUIREMENT5 FOR 6ONDEN5ATE DRAINAGE PIPIN6. 8. -PLUMBING 5PEGIFIGATIONS: 50/50 5OLDER JOINTS AREA NO LONGER PERMITTED IN PORTABLE WATER 015TRIBLMON 5Y5TEM5. ONLY 95/5 SOLDER JOINT5 ARE PERMISSIBLE. 9: PLUMBING FIXR RE5 AND FITTINC75 SHALL BE INSTALLED IN AGGORDANGE WITH THE CALIFORNIA PLUMBING CODE AND SHALL MEET THE APPLIGABLE 5TANDARD5 REFERENGE IN TABLE 1401.1 OF THE GALIFORNIA PLUMBIN6 GODE WATER EFFICIENCY AND CONSERVATION 2016 CALIFORNIA GREEN BUILDING 5TANDARD5 GODE--RE5IDENTIAL MANDATORY MEA5URE5 CALIFORNIA PLUMBING CODE --SECTION 403 AND 408 FIXTURE TYPE FLOW RATE WATER GLOSET 1.28 qpm ® 60 psi 2 wall mounted 0.125 gal/flush URINALS cil I other 0.5 ol/Flush SINGLE 2.0 qpm 80 psi3 SHO ERHEADS MULTIPLE SHOWERHEADS4 2.0 qpm 80 psi SERVING ONE SHOWER RESIDENTIAL 1.2 qpm (9 60 psi (MAX.) LAVATORY FAUCET 0.8 qPM 9 20 p5i (MIN.) COMMON AND PUBLIC, AREAS 0.5 qpm 60 psi LAVATORY FAUCET RESIDENTIAL 0.25 gals per cycle. METERING FAUCET 0.8 qpm @ 20 psi (MIN.) KITCHEN FAUCET 1.8 gpm 9 60 psi (MAX) I. kitchen faucets may temporarily Increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must deroult to a maximum flow rate of Le> gallons per minute at 60 psi 2. The effective flush volume Of dual flush toilets is defined as the composite average flush volume of two reduced flushes and one flush 3. shall be certified to the performance criteria of the u.5. epa water sense specification for 5howerheod5 4. hand-held shower shall be considered a showerheod '11.0/1V G, vF PAC `'CD By.S,gFE M DESF Date. Ty�EpRT MENT ED THE STAMP OF APPROVAL. 61.5. ARCHITECTURE 5HALL NOT BE RE5PON5115LE FOR OOMPLETENE55 OF DRAWIN65 FOR BIDDING PURPO5E5 PRIOR TO 650ANGE OF BUILDING PERMIT5. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@glsarchitecture.com AR D. No. CV C11991 a 1013112019 / :7..\ 9..EXP. DATE SHEET TITLE: PLUMBING PLAN DRAWN CHECKED G.L.S. J.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED JOB NO. PD19-103 Thursday, September 26, 2019 SHEET GENERAL INFORMATION RMS -1 ENERGY USE SUMMARY 01 Project Name CHUO ADD. 04 05 02 Calculation Description Title 24 Analysis 08 Energy Use (kTDVlft2-yr) 03 Project Location 43700 ACACIA DR Compliance Margin Percent Improvement 04 City PALM DESERT 05 Standards Version Compliance 2017 06 Zip Code 92260 07 Compliance Manager Version SEMCmpMgr 2016.3.1 (1149) 08 1 Climate Zone CZ15 09 Software Version CBECC-Res 2016.3.1 (1019) 10 Building Type Single Family 11 Front Orientation (deg/Cardinal) 270 12 Project Scope Addition and/or Alteration 13 Number of Dwelling Units 1 14 Total Cond. Floor Area (ft2) 1404 15 Number of Zones 1 16 Slab Area (ft2) 1404 17 1 Number of Stories 1 18 Addition Cond. Floor Area (112)1 0 19 Natural Gas Available Yes 20 1 Addition Slab Area (ft) 0 21 Glazing Percentage (%) 16.6% COMPLIANCE RESULTS NEEA Heat Pump Brand i Model • Window overhangs and/or fins 01 Building Complies with Computer Performance Small Storage 1 02 This building DOES NOT require HERS Verification ZONE INFORMATION 0 03 This building incorporates one or more Special Features shown below n/a HVAC SYSTEMS Ot . Heating Min. Eff RESIDENTIAL MEASURES SUMMARY RMS -1 ENERGY USE SUMMARY Building Type 53 Single Family ❑ Addition Alone ❑ Multi Family 63 Existing+Addition/Alteration Date 9/18/2019 04 05 06 07 08 Energy Use (kTDVlft2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 7.58 9.87 -2.29 -30.2% Space Cooling 342.17 324.38 17.79 5.2% IAQ Ventilation 0.00 0.00 0.00 0.0% Water Heating 118.63 118.63 1 0.00 I 0.0% Photovoltaic Offset - 0.00 I 0.00 I - Compliance Energy Total 1368.38 1352.88 115.50 14.2% CHUO ADD. REQUIRED SPECIAL FEATURES 1 Uniform Energy Factor I Energy Factor I Efficiency 3 1 The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. 1 NEEA Heat Pump Brand i Model • Window overhangs and/or fins DHW Heater 1 Gas Small Storage 1 RESIDENTIAL MEASURES SUMMARY RMS -1 Project Name CHUG RESIDENCES alteration Building Type 53 Single Family ❑ Addition Alone ❑ Multi Family 63 Existing+Addition/Alteration Date 9/18/2019 Project Address 43700 ACACIA DR PALM DESERT California Energy Climate Zone CA Climate Zone 15 I Total Cond. Floor Area 1 1,4C Addition I 0 N of Units 1 1 INSULATION Construction Type Area Cavity ftz Special Features Status Slab Unheated Slab -on -Grade - no insulation 1,404 Perim = O' Existing Roof Wood Framed Attic R11 1,404 Existing _ Wall Wood Framed - rro insulation 1,027 Existing Door Opaque Door - no insulation 20 Existing Water Heater Number of Heaters Solar Fraction I%) Status Verged Existing Condition DHW Sys 1 BUILDING - FEATURES INFORMATION Standard DHW Heater 1 1 0 Existing FENESTRATION I Total Area: 2331 Glazing Percentage: 16.6% 1 New/Altered Average U -Factor. 0.51 Orientation Area(ft) U -Fac SHGC Overhang Sidefins Exterior Shades Status Left (N) 40.0 0.510 0.24 2.0 none Bug Screen Altered Rear (E) 112.6 0.510 0.24 2.0 crone Bug Screen Altered Front (W) 80.0 0.510 0.24 2.0 none Bug Screen Altered 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems CHUO ADD. 1404 1 Uniform Energy Factor I Energy Factor I Efficiency 3 1 0 1 NEEA Heat Pump Brand i Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 1 50 0.527 EF ZONE INFORMATION 0 hie Na n/a HVAC SYSTEMS Ot . Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Central Furnace 78%AFUE Split Air Conditioner 8.9 SEER Setback Existing 03 04 05 06 07 Zone Name Zone Type HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R -Value Status A -AC- Ducted Ducted Attic 4.2 Existing Z-1 Conditioned A -AC -1 Status 1404 9 DHW Sys 1 WATER HEATING Ot . Type Gallons Min. Eff Distribution Status OPAQUE SURFACES HVAC Fan 1 Air Distribution System 1 Existing No § 110.2 c : () Thermostats. All unitary healing or cooling systems not controlled by a central energy management control system (EMCS) must have a -------- 03 Encigryll 7.1 by Energil User Number: 20648 to: 19. GLS - 101 / 103 Pae 10 of 14 HERS FEATURE SUMMARY 01 02 03 04 Quality Insulation installation toll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required I nia WATER HEATING SYSTEMS 01 02 The following Is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building components tables below. Building -level Verifications: • -None- Cooling System Verifications: -None - HVAC Distribution System Verifications: . -None - Domestic Not Water System Verifications: I. -None - 05 06 07 . Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction I%) Status Verged Existing Condition DHW Sys 1 BUILDING - FEATURES INFORMATION Standard DHW Heater 1 1 0 Existing No 01 02 03 03 04 05 06 07 Project Name Conditioned Floor Area (ft2) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems CHUO ADD. 1404 1 Uniform Energy Factor I Energy Factor I Efficiency 3 1 0 1 NEEA Heat Pump Brand i Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 1 50 0.527 EF ZONE INFORMATION 0 hie Na n/a Na SPACE CONDITIONING SYSTEMS 01 02 03 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area Avg. Ceiling (ftz) Height Water Heating System 1 Water Heating System 2 Z-1 Conditioned A -AC -1 Status 1404 9 DHW Sys 1 n/a OPAQUE SURFACES HVAC Fan 1 Air Distribution System 1 Existing No § 110.2 c : () Thermostats. All unitary healing or cooling systems not controlled by a central energy management control system (EMCS) must have a 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area Window 8 Door Tilt Wall (ft2) Area (ft) (deg) Exception Verified Existing Status Condition N - 208 Z- 1 Def Wall Prior to 78 0 Left 208 39.999 90 Na Existing No E - 432 Z-1 Def Wall Prior to 78 90 Back 432 112.598 90 fila Existing No S-208 Z- 1 Def Wall Prior to 78 1 180 I Right 1 208 1 0 1 90 I Na I Existing I No W-432 Z- 1 Def Walt Prior to 78 1 270 1 Front 1 432 1 100 1 90 1 Na I Existing No 1404 Z- 1 I Def Roof Prior to 78 1 12.0 11404 1 1 1 ii I Existing I No BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation installation toll) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFM50 Not Required Not Required Not Required I nia WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 Name System Type Distribution Type Water Heater Number of Heaters Solar Fraction I%) Status Verged Existing Condition DHW Sys 1 DHW Standard DHW Heater 1 1 0 Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heater Element Type Tank Type Number of Units Tank Volume (gal) Uniform Energy Factor I Energy Factor I Efficiency Input Rating / Pilot / Thermal Efficiency Tank Insulation R -value (IM/Ext) Standby Loss i Recovery Eff First Hour Rating / Flow Rate NEEA Heat Pump Brand i Model Tank Location or Ambient Condition DHW Heater 1 Gas Small Storage 1 50 0.527 EF <= 75 kBtu/hr 0 hie Na n/a Na SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 SC Sys Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Status Verified Existing Condition A -AC -1 Other Heating and Cooling System Heating Component 1 Cooling Component 1 HVAC Fan 1 Air Distribution System 1 Existing No § 110.2 c : () Thermostats. All unitary healing or cooling systems not controlled by a central energy management control system (EMCS) must have a 5040 setback thermostat.' 5.0 Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation bops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § HVAC - DISTRIBUTION SYSTEMS O1 02 03 04 05 06 07 08 09 10 Name Type Duct Leakage Insulation R -value Supply Duct Location Return Duct Location Bypass Duct Status Verified Existing Condition HERS Verification Air Distribution System 1 Ducts located in all (Ventilated and Unventilated) Existing (not specified) 4.2 Attic Attic None Existing No n/a Building Envelope Measures: a § 110.61: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 cfmift' or less when tested per NFRCAOO or ASTM E283 orAAMAAVDMAICSA 10111.S.21A440-2011: § 110.6(a)5: Labeling. Fenestration products must have a label meeting the requirements of § 10-11l (a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U -factors and solar heat gain coefficient (SHGC) values from TABLES - IAQ WatWCFM 110.6-A and 110 6 B for compfiance and must be caulked and/or weathestrpped_ - _ . __._... ---- __ - - - ----------------- § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, 03 keted, or weather sir 110.13(a): §Y Insulation Certification b Manufacturers. Insulation specified or installed must meet Standards for Insulating Material. P 9 § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110A(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emiBance and aged solar reflectance values of the roofing 10 material must meet the requirements of § 110.8(i) when the installation d a cool roof is specified on the CF1 R. § 110.80): Radiant Barrier. A radiant barrier mus( have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs, Roof Rise Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood -frame ceiling; or the weighted average U -factor must not exceed 0.043. Roof I I Emittance Minimum R-19 orweighted average U -factor of 0.054 or less in a rafter roof alteration. Attic access doors must have permanently attached § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in Verified Existing Condition direct contact with a continuous motor ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited Attic Rool 1 to placing insulation either above or below the roof deck or on top of a drywall ceiling.* § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturers required density for the labeled R -value. 1 0.1 Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a LI -factor of 0.102 or less (R-19 in 2x6 or U -tactor of 0.074 or § 150.0(c): less). Opaque non -framed assemblies must have an overall assembly U -tractor not exceeding 0.102, equivalent to an installed value of R-13 in a Class 1 or Class 11 vapor retarder. wood framed assembl .' § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U -factor' § 150 0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation materal alone without termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the facings, no greater than 0.3%: have a water vapor permeance no greater than 2.0 permfinch; be protected from physical damage and UV light water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btumr. deterioration; and. when installed as part of a heated slab floor, meet the requirements of § 110 8(g). Recirculating Loops. Recirculating bops serving multiple dwelling units must meet the requirements of § 110.3(c)5. Vapor Retarder. In Climate Zones 1-16, the earth floor of unvented crawl space must be covered with a Class I or Class 11 vapor retarder. This § 150.0(g)1: re uifement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(d). Co ration SRCC or by a listing en that is approved by the Executive Director. Vapor Retarder. In Climate Zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all § 150.0(g)2: Insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. 150.0 § (q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a 2 maximum LI -factor of 0.58; or the weighted average 1.1 -factor of all fenestration must not exceed 0.58' Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 150.0(e)IA: Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(8)18: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area 04 and is equipped with a readily accessible operable,and fight-fittingdamper or combustion -air control device: a e § 150 0(e)1C: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control.' § 150.0(8)2: Pilot Light. Continuous burning pilot lights and the use of indoor ale for coding a firebox jacket, when that indoor air is vented to the outside of 10 the building, are prohibited. Space Conditioning, Water Heating, and Plumbing System Measures: § 110.0 § 110.3: Certification. Heating, ventilation and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated Multiplier Area (112) U -factor a2pliances must be certified by the manufacturer to the Energy Commission: § 1102a): I r HVAC Efficiency. Equipment must meet the applicable efficiency requirements in TABLE 110 2-A through TABLE 110.2-K.' 6068 Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters 110 2 : § (b) must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the 0.995 cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for 0.51 compression heating is he ighr thanthe cul -off temperature_ for supplementary heating.' -- -- - _ ----. _ § 110.2 c : () Thermostats. All unitary healing or cooling systems not controlled by a central energy management control system (EMCS) must have a 5040 setback thermostat.' 5.0 Water Heating Recirculation Loops Serving Multiple Dwelling Units. Water heating recirculation bops serving multiple dwelling units must § 110.3(c)5: meet the air release valve, backflow prevention, pump priming, pump isolation valve, and recirculation loop connection requirements of § 0.51 110.3(c)S. § 110.3(c)7: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBTUlhr (2 kl must have isolation valves with hose bibbs 60682 or other fittings on both cold water and tat water lines of water heating systems to allow for water tank flushing when the valves are dosed. § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan4ype central furnaces; household cooking appliances (appli- 0.995 ances without an electrical supply voltage connection with pilot lights that consume less than 150 Btulhr are exempt); and pool and spa heaters' . 0.51 1 Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with ASHRAE Handbook, Equipment § 150.0(h)1: Volume, Applications Volume, and Fundamentals Volume; SMACNA Residential Comfort System Installation Standards Manual or ACCA 5034 2. Manual J using design conditions specified in § 150.0(h)2. ATTIC 01 02 03 04 05 06 Dwelling Unit IAQ CFM I - IAQ WatWCFM IAQ Fan Type 01 02 03 04 1 0.25 1 05 0607 Not Required OB 09 worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. 10 Name Construction Type Roof Rise Roof Reflectance Roof I I Emittance Radiant Barrier Cool Roof Status § 150.0013: Verified Existing Condition Attic Z- 1 Attic Rool 1 I Ventilated 1 4 Dist L 1 0.1 1 0.85 1 No I No I Existing Class 1 or Class 11 vapor retarder. I No Gas or Propane Systems. Systems using gas or propane water heatersto serve individual dwelling units must include all of the following: a § 1 1: 50.0 n 12OV electdcal receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside 0 0 0 0 termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the 5040 water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btumr. § 150.0(n)2: Recirculating Loops. Recirculating bops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification FENESTRATION / GLAZING Co ration SRCC or by a listing en that is approved by the Executive Director. Duds and Fans Measures: d ): § 110BO Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a 2 contractor installs the Insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. 2 CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC 0 §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSVSMACNA-006.2006 HVAC Duct Construction Standards Meta( and Flexible 3rd Edition. Portions 01 02 03 04 05 06 07 OB 09 10 11 Name Surface (Orientation -Azimuth) Width (ft) Height (ft) Multiplier Area (112) U -factor SHGC Exterior Shading Verified Existing Status Condition 6068 N - 208 (Left -0) 6.0 6.7 0.995 40.0 0.51 0.24 Insect Screen (default) Altered n/a 5040 E - 432 (Back -90) 5.0 4.0 I 1 20.0 0.51 0.24 Insect Screen (default) Altered fila 60682 E - 432 (Back -90) 6.0 6.7 0.995 1 40.0 . 0.51 1 0.24 Insect Screen (default) Altered n/a 5034 E - 432 (Back -90) 5.0 3.3 1.006 16.6 0.51 0.24 Insect Screen (default) Altered fila 4030 E .432 (Back -90) 4.0 3.0 1 12.0 0.51 0.24 Insect Screen (default) Altered n/a 6040 E - 432 (Back -90) 4.0 3.0 2 24.0 0.51 0.24 Insect Screen (default) Altered n/a 4040 W - 432 (Front -270) 4.0 4.0 1 16.0 0.51 0.24 Insect Screen (default) Altered fila 40402 1 W - 432 (Front -270) 1 4.0 1 4.0 1 16.0 0.51 0.24 Insect Screen (default) Altered Na 40403 W - 432 (Front -270) 1 4.0 1 4.0 1 16.0 0.51 0.24 Insect Screen (default) Altered Na 8040 W -432 (Front -270) 4.0 4.0 2 32.0 0.51 1 0.24 1 Insect Screen (default) I Altered I Na Def Wall Prior to 78 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 - Inside Finish: Gypsum Board • Cavity/Frame: noinsid./2x4 • Exterior Finish: 3 Coat Stucco SLABFLOORS OPAQUE DOORS 01 01 03 02 05 03 04 07 05 06 Name Side of Building 1 Area (Il U -factor Status Verified Existing Condition I 3068 W-432 Heated 20.0 0.50 n Existing No IAQ (Indoor Air Quality) FANS 01 02 03 04 05 06 Dwelling Unit IAQ CFM I - IAQ WatWCFM IAQ Fan Type IAQ Recovery Effectiveness(%) I HERS Verification SFam fAOVentRpt I 0 1 0.25 Default 0 Not Required §150.0(h}3A: Clearances. Installed air conditioner and heat pump outdoor condensing units must have a clearance of at least 5 feet from the outlet of any Documentation Author Name: der vent. § 1%0(h)3B: Liquid Line Drier. Installed air conditioner and heat pump systems must be equipped with liquid line filter driers if required, as specified by Company: manufacturer's instructions. § 150.00)1: Storage Tank Insulation. Unfired hot water lanks, such as storage tanks and backup storage tanks for solar water -heating systems, must have 01 R-12 external insulation or R 16 internal insulation where the internal insulation onR-v lu is indicated onexteriorthe of the tank. 04 Water piping and cooling system line insulation. For domestic hot water system piping, whether buried or unburied, all of the following must 06 be insulated according to the requirements of TABLE 120.3-A: the first 5 feet of hot and cold water pipes from the storage tank; all piping with a § 150.0U12A: nominal diameter of 34 inch or larger; all piping associated with a domestic hot water recirculation system regardless of the pipe diameter; I 10 11 1 12 1 13 piping from the heating source to storage tank or between tanks; piping buried below grade; and an hot water pipes from the heating source to worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. kitchen fixtures' § 150 0012B: Water piping and cooling system line insulation. All domestic hot water pipes that are buried below grade mus( be installed in a water proof Date Signed: and non -crushable casing or sleeve.' § 150.00)2c: Water piping and cooling system line insulation. Pipe for cooling system lines must be insulated as specified in § 150.00)2A. Distribution License: i in for steam and h dronic heating systems or tat waters stems must meet the requirements in TABLE 120.3-A.' § 150.0013: Insulation Protection. Insulation must be protected from damage, induding that due to sunlight moisture, equipment maintenance, and wind. Right Extent Insulation Protection. Insulation exposed toweather must be installed with a cover suitable for outdoor service. For example, protected by § 150.00)3A: aluminum, sheet metal, painted canvas, or plastic cover. The cover must be water retardant and provide shielding from solar radiation that can Dist L cause degradation of the material. § 150'00) 8' Insulation Protection. Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must have a 0.1 2 Class 1 or Class 11 vapor retarder. 0 Gas or Propane Systems. Systems using gas or propane water heatersto serve individual dwelling units must include all of the following: a § 1 1: 50.0 n 12OV electdcal receptacle within 3 feet of the water heater; a Category III or IV vent, or a Type B vent with straight pipe between the outside 0 0 0 0 termination and the space where the water heater is installed; a condensate drain that is no more than 2 inches higher than the base of the 5040 water heater, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btumr. § 150.0(n)2: Recirculating Loops. Recirculating bops serving multiple dwelling units must meet the requirements of § 110.3(c)5. § 150.0(n)3: Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and Certification 0 Co ration SRCC or by a listing en that is approved by the Executive Director. Duds and Fans Measures: d ): § 110BO Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a 2 contractor installs the Insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. 2 CMC Compliance. All air -distribution system ducts and plenums must be installed, sealed, and insulated to meet the requirements of CMC 0 §§ 601.0, 602.0, 603.0, 604.0, 605.0 and ANSVSMACNA-006.2006 HVAC Duct Construction Standards Meta( and Flexible 3rd Edition. Portions 0 of supply -air and retum-air duds and plenums must be insulated to a minimum installed level of R-6.0 (or higher if required by CMC § 605.0) or 0 a minimum installed level of R4.2 when entirely in conditioned space as confirmed through field verification and diagnostic testing 150.0 mit: § ( (RA3.1 A.3.8). Connections of metal duds and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with 2 r r c r m that t the applicable requirements f L 181 L 181A L 181B or aerosol sealant that mastic, tape, o oche du t-dosu a syste Sha meets app/ a eq o U , U , or U 0 meets the requirements of UL 723. If mastic or tape is used to seal openings greater than % inch, the combination of mastic and either mesh or 0 tape must be used. Building cavities, support platforms for air handlers, and plenums designed or constructed with materials other than sealed 0 sheet metal, duct board or flexible duct must not be used for conveying conditioned air. Building cavities and support platforms may contain 2 ducts.Ductsnstalled m cavities suppo latforms.mustnot be compressed to cause reductions in the cross-sectional area of the ducts1. , c 2 Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, § 150.0(m)2: connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth bads rubber adhesive duct 0 tapes unless such tape is used in combination with mastic and draw bands. § 150.0(mj3: Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, 2 mastics, sealants, and other requirements specified for duct construction. § 150.0(rii7: Backdraft Dampers. All fan systems that exchange air between the conditioned space and the outside of the building must have backdraft or 0 automatic dam § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, 0 manually operated dampers in all openings to the outside. except combustion inlet and outlet air openings and elevator shaft vents. 2 Protection of Insulation. Insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and 150.0 mi9: § ( I wind. Insulation ex ro weather must be suitable for outdoor service. For example, protected aluminum sheet metal pointed canvas or s Posed mP , P b)' � Pa , 0 plastic cover. Cellular foam insulation must be protected as above or painted with a coating that is water retardant and provides shielding from 0 solar radiation. § 150.0(m)IO: Porous Inner Core Flex Duct. Porous innercore flex duct must have a non -porous layer between the inner core and outer vapor barrier. 2 Dud System Sealiog and Leakage Test When space con itionin systems use forced air ducts stens to supply conditioned air to an 150.0 m' 11: § (! occupiable space, the ducts must be sealed and dud leakage tested as confirmed through field verification and diagnostic testing, in P P � 9 9 9 9. 0 accordance with § 150.0 m 11and Reference Residential Appendix RA3. 0 Air Filtration. Mechanical systems that supply air to an occupiable space through ductwork exceeding 10 feet in length and through a thermal § 150.0(m)12: conditioning component, except evaporative coolers, must be provided with air filter devices that meet the design, installation, efficiency, 2 pressure drop, and labeling requirements of§ 150.0(m)12. , � .,,. --- .. _....-- ---... - --- - ---- ------ --- -. ...- - --- -- -- -- - ------ - - -- - -- - .. - - - OVERHANGS AND FINS 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature:r . Armando Chavez iiiiiiiiiiiiiiii 11111111111111111111111111 llllliiiiillllll Signature Date: Company: grilles, and an air -handling unit fan efficacy s 0.58 WtCFM as confirmed by field verification and diagnostic testing, in accordancewith 9/18/2019 .0:::::;:;;� CEA/HERS Certification Identification (it applicable): Address: 01 02--T---03 04 1 05 1 06 07 08 I 09 I 10 11 1 12 1 13 14 worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible De RUBENer Na : Overhang Company: Date Signed: GLS ARCHITECTURE GROUP INC. Left Fin Right Fin License: Window Depth Left Dist Up Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up 6068 2 0.1 2 2 0 0 D 0 0 0 0 0 0 5040 2 0.1 2 2 0 0 0 0 0 0 0 0 0 60682 2 0.1 2 2 0 0 0 0 0 0 0 0 0 5034 2 0.1 2 2 0 0 0 0 0 0 0 0 0 4030 2 0.1 2 2 0 0 0 1 0 0 0 0 0 0 6040 2 0.1 2 2 0 0 0 0 0 0 0 0 0 4040 2 0.1 2 2 0 0 0 0 0 0 0 0 0 40402 2 0.1 2 2 0 0 0 0 0 0 0 0 0 40403 2 0.1 2 2 0 0 0 0 0 0 0 0 0 8040 12 I 0.1 2 2 0 0 0 0 0 0 0 0 0 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 oT Construction Name Surface Type Construction Type Framing Total Cavity ft -value Winter Design U -factor Assembly Layers Attic RoofZ- 1 Attic Roofs Wood Framed Ceiling 2x4 Top Chord of Roof Truss @ 24 in. O.C. none 0.644 • Cavity/Frame: no insul. /2x4 Top Chrd • Roof Deck: Wood Siding/sheathingldecking • Roofurg: Light Roof (Asphalt Shingle) Der Roof Prior to 78 Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O.C. R 11 0.063 • Inside Finish: Gypsum Board • Cavity/Frame: R-9.1 /2x4 • Over Ceiling Joists: R-1.9 insul. Def Wall Prior to 78 Exterior Walls Wood Framed Wall 2x4 @ 16 in. O.C. none 0.361 - Inside Finish: Gypsum Board • Cavity/Frame: noinsid./2x4 • Exterior Finish: 3 Coat Stucco SLABFLOORS 01 02 03 04 05 06 07 08 09 Name Zone Area (ft2) Perimeter (ft) Edge Insult. R -value Carpeted Fraction Heated Status v Exisu Condl n 14D4 2 Z- 1 1404 0.1 None 0.8 No Existing f DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature:r . Armando Chavez iiiiiiiiiiiiiiii 11111111111111111111111111 llllliiiiillllll Signature Date: Company: grilles, and an air -handling unit fan efficacy s 0.58 WtCFM as confirmed by field verification and diagnostic testing, in accordancewith 9/18/2019 .0:::::;:;;� CEA/HERS Certification Identification (it applicable): Address: 44890 SEELEY forced airs stems : City/staterLzAp:QUINTA, CA 92253 Phone: 760 278.1840 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California* 1. I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications Identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features Identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible De RUBENer Na : Responsible Designer Signature: Company: Date Signed: GLS ARCHITECTURE GROUP INC. that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater Address: License: 74991 JONI DR #9 resistance heating.' City/State/Zi Pl�LM DESERT, CA 92260 Phone: 760 340.3528 § 150.0(k)2J: Duct System Siang and Air Filter Grille Sizing. Space conditioning systems that use forced air ducts to supply cooling to an occupiable space must have a hole for the placement of a static pressure probe (HSPP), or a permanently installed static pressure probe (PSPP) in the § 150.0 (m)13: supply plenum. The space conditioning system must also demonstrate airflow 2 350 CFM per ton of nominal cooling capacity through the return grilles, and an air -handling unit fan efficacy s 0.58 WtCFM as confirmed by field verification and diagnostic testing, in accordancewith § 150.0(k)2L: Reference Residential Appendix RA3.3. This applies to both single zone central forced air systems and every zone far zonally controlled central forced airs stems : § 150.0 (k)3A: Ventilation for Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2. Neither window operation nor §150.0(o): continuous operation of central forced air system air handlers used in central fan integrated ventilation systems are permissible methods of providing whole-bulflinA ventilation. § 150A(o)1A: Field Verification and Diagnostic Testing. Whole -building ventilation airflow must be confirmed through field verification and diagnostic § 150.0(k)3B: testing, in accordance with Reference Residential Appendix RA3.7. Pool and Spa Systems and Equipment Measures: either § 150.0(k 3A or with the applicable r uirements in §§ 110.9, 130.0, 130.2, 130.4,140.7 and 141.0. Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: a thermal efficiency § 110.4(a): that complies with the Appliance Efficiency Regulations; an on-off switch mounted outside of the heater that allows shutting off the heater 150.0 it B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9. 130.0,130.2. 130.4,140.7 and 141.0. without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more resistance heating.' § 110.4(bj1: Piping. Any pool or spa heating equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated internally Illuminated address signs. Intemally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pods or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional inlets and time switches for pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that licable requirements for nonresident k9araa es In §§ 110.9, 130.0,130.1, 130.4, 140.6, and 141.0. will allow all pumps to be set or programmed to inn only during off-peak electric demand periods. § 110.5: Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. 0 § 150 (p): Pool Systems and Equipment Installation. Residential pod systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves' Lighting Measures: § 110 9: Lighting Controls and Components. All lighting control devices and systems, ballasts. and luminaires must meet the applicable requirements § 150.0(ll ol 110.9' § 110.9(e): JA8 High Efficacy Light Sources. To quality as a JA8 high efficacy light source for compliance with § 150.0k), a residential tight source must be certified to the Energy Commission according to Reference Joint Appendix JAB. § 150.0(k)tA: Luminaire Efficacy. All installed luminaires must be high efficacy in accordance with TABLE 150.0-A. Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the Blank Electrical Boxes. The number of electrical boxes that are more than 5 feet above the finished floor and do not contain a luminaire or § 150.0(k)l B: other device must be no greater than the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or requirements of § 110.10(b) through § 110.10 e . fan speed control Low-rise Multi-famity Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements lex. insulation contact (IC) § 150.0(k)1C: labeling; air leakage; sealing; maintenance; and socket and light source as described in § 150.0(k)1C. A JAB.2016-E light source rated for ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local elevated temperature must be installed by final inspection in all recessed downl' ht luminaires In ceilings. § 150.0(k)1 D: Electronic Ballasts. Ballasts for fluorescent lamps rated 13 watts or greater must be electronic and must have an output frequency no less than each for buildings w th roof areas less than or equal to 10 000 square feei or no lessth n 160 square feet each buildings with roof areas 20 kHz. greater than 10,000 square feet. Night Lights. Permanently installed night lights and night lights integral to installed luminaires or exhaust fans must be rated to consume no k 1 § 150.01) E. ore an alt_ power r lu inaire r exhaust fan as determined in accordance with 130.10(c). Ni hl li Its do not need to be controlled m lo 5 w of pow per m or §g ig square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang by vacancy sensors. 150.0 k 1 F. § () Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) than 15 percent of the total roof area of the building excluding any sit li ht area.' must meet the applicable requirements of § 150.0(k).' Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. Screw based luminaires. Screw based luminaires must not be recessed downlght luminaires in cai'ings and must contain lamps that comply § 150.0(k)1G: with Reference Joint Appendix JA8. Installed lamps must be marked with -JA8-2016" or'JA8-2016-E" as specified in Reference Joint Appendix mounted ui nfil JAS' 150.0 k 1 H: § O Enclosed Luminaires. Light sources Installed in enclosed luminaires must be JAB compliant and must be marked with'JAS 201&E. g § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used wth LED light sources must comply with NEMA SSL 7A - A§ §150.0(k)2B: Interior Switches and Controls. Exhaust fans must be switched separately from lighting systems: ---- - --- § 150.0(k)2C: ------------------------ --- -----.._..__.-.... . _-------...-._ .............--..----- Interior Switches and Controls. Luminaires must be switched with readily accessible controls that permit the luminaires to be manually dead load and roof live load must be clearly indicated on the construction documents. switched ON and OFF. --------must § 150.0(k)20: Interior Switches and Controls. Controls and equipment be installed in accordance with manufacturer's instructions. 150.0(k)2E: Interior Switches and Controls. No control must bypass a dimmer or vacancy sensor function if the control is installed to comply with interconnection wll be the main service panel): and a pathway for routing of plumbing from the solar zone to the water -heating system. 150.0 § 150.0(k)2F: Interior Switches and Controls. Lighling controls must comply with the applicable requirements of § 110.9. 110.10 c must be provided to the occupant. Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with dimmer requirements if it § 150.0(k)2G: functions as a dimmer according to § 110.9; meets the Installation Certificate requirements of § 130.4; meets the EMCS requirements of § .......... .......... ..............-......... Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit 130.5ft and meets all other requirements in § 150.0(k)2. breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or Interior Switches and Controls. An EMCS may be used to comply with vacancy sensor requirements in § 150.0(k) if it meets all of the § 150.0(k)2H: following: it functions as a vacancy sensor according to § 110.9; the Installation Certificate requirements of § 130.4; the EMCS requirements of § 130.5ft and all other requirements in § 150.0(k)2. 150.0 k § O2I: Interior Switches and Controls. A multiscene programmable controller may be used to comply with dimmer requirements in § 150.0(k) if it provides 8o functionality of a dimmer according to § 110.9, and complies with all other applicable requirements in J 150.0(k)2. § 150.0(k)2J: Interior Switches and Controls. In bathrooms. garages, laundry rooms, and utility rooms, at least one luminaire in each of these spaces must be controlled by a vacancy sensor. k § 150.0OZK: Interior Switches and Controls. Dimmers or vacancy sensors must control all luminaires required to have light sources compliant with Reference Joint Appendix JAB, except luminaires in closets less than 70 square feet and luminaires in hallways.* § 150.0(k)2L: Interior Switches and Controls. Undercabinet lighting must be switched separately from other lighting systems. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other § 150.0 (k)3A: buildings on the same lot, must meet the requirement in item § 150.0(k)3Ai (ON and OFF switch) and the requirements in either item 150.0 k 3Aii(photocell and motion sensor or item § 150.0(k)3Atii (photo control and automatic time switch control, astronomical time clock, or EMCS. Residential Outdoor Lighting. For low-rise multifamily residential buildings, outdoor lighting for private patios, entrances, balconies, § 150.0(k)3B: and porches; and outdoor lighting for residential parking lots and residential carports with less than eight vehicles per site must comply with either § 150.0(k 3A or with the applicable r uirements in §§ 110.9, 130.0, 130.2, 130.4,140.7 and 141.0. § 150.0(k)3C: Residential Outdoor Lighting. For low-rise residential buildings with fuer or more dwelling units, outdoor lighting not regulated by 150.0 it B or § 150.0(k)3D must comply with the applicable requirements in §§ 110.9. 130.0,130.2. 130.4,140.7 and 141.0. 150.0(k)3D: §vehicles Residential Outdoor Lighting. Outdoor lighting for residential parking lots and residential carports with a total of eight or more er site must comply with the applicable requirements in § 110.9, 130.0, 130.2, 130.4. 140.7, and 141.0. 150.0(k)4: internally Illuminated address signs. Intemally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of - __power as determined according to § 130.0(c): -_.--.__.___ .._._ . _...... ..___._._ 150.0(k)5: §a Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the licable requirements for nonresident k9araa es In §§ 110.9, 130.0,130.1, 130.4, 140.6, and 141.0. Interior Common Areas of Low-rise Multi-Famity Residential Buildings. In a low-rise multifamily residential building where the total interior § 150.0(k)6A: common area in a single building equals 20 percent or less of the floor area, permanently installed lighting for the interior common areas in that building must be high efficacy luminaires and controlled by an occupant sensor. Interior Common Areas of Low-rise Multi -Family Residential Buildings. In a low-rise multifamily residential building where the total interior common area in a single building equals more than 20 percent of the floor area, permanently installed lighting in that building must: § 150.0(ll I. Comply with the applicable requirements in §§ 110.9,130.0, 130.1, 140.6 and 141.0, and ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the fighting power in each space by at least 50 percent. The occupant sensors must be capable of turning the light fully on and off from aft designed paths of ingress and egress. Solar Ready Buildings: Single Family Residences. Single family residences located in subdivisions with ten or more single family residences and where the § 110.10(8)1: application for a tentative subdivision map for the residences has been deemed complete by the enforcement agency must comply with the requirements of § 110.10(b) through § 110.10 e . § 110.10(a)2: Low-rise Multi-famity Buildings. Low-rise multi -family buildings must comply with the requirements of § 110.10(b) through § 110.10(d). Minimum Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other Parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings w th roof areas less than or equal to 10 000 square feei or no lessth n 160 square feet each buildings with roof areas § 110.10(t)l: greater than 10,000 square feet. For single family residences the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. For low-rise multi -family buildings the solar zone must be located on the roof or overhang of the building, or on the roof or overhang of another structure located within 250 feet of the building, or on covered parking Installed with the building project, and have a total area no less than 15 percent of the total roof area of the building excluding any sit li ht area.' § 110.10(1)2: Orientation. All sections of the solar zone located on steep -sloped roofs must be oriented between 110 degrees and 270 degrees of true north. 110.10 b 3A: § (1 Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted ui nfil Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(t)3B. distance, measured in the horizontal plane, of the height difference between dhe highest point of the obstruction and the horizontal projection of the nearest point of the solar zone. measured in the vertical plarill § 110.10(t)4: Structural Design Loads on Construction Documents. For areas of the roof designated as solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. Interconnection Pathways. The construction documents must indicate: a location for inverters and metering equipment and a pathway for § 110.10(c): routing of conduit from the solar zone to the point of interconnection with the electrical service (for single family residences the point of interconnection wll be the main service panel): and a pathway for routing of plumbing from the solar zone to the water -heating system. § 110.10(c): Documentation. A copy of the construction documents or a comparable document indicating the information from § I10.10(b) through 110.10 c must be provided to the occupant. §P 110.10(e)l: Main Electrical Service Panel The main electrical service panel must have a minimum busbar ratingof 200 amps. .......... .......... ..............-......... Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit § 110.10(e)2: breaker for a future solar electric installation. The reserved space must be: positioned at the opposite (load) end from the input feeder location or main circuit location; and permanently marked as 'For Future Solar Electric'. CHARLES D. GARLAND ARCHITECT 74-991 Joni Dr. #9 Palm Desert, CA 92260 (760) 340.3528 Tel. (760) 340.3728 Fax E-MAIL : gls@gisarchitecture.com I/5�o ARcy\ ri ill 0 J A * No. C11991 to IT 1013112019 •9r EXP. DATE Q4;• Op CAL�*/ SHEET TITLE: ENERGY REPORT DRAWN CHECKED G.L.S. COMMENCEMENT D A T E SEPTEMBER 2019 SCALE AS NOTED Thursday, September 26, 2019 SHEET