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HomeMy WebLinkAbout20190319_PlansDETAIL REFERENCESHEET NUMBERSECTION INDICATORREVISION NUMBERREVISION REFERENCEPLAN NOTE REFERENCE NUMBERFLOOR PLAN, SOFFIT/UTILITY,&ELEVATION KEYNOTESECTION INDICATORSHEET NUMBERBUILDING SECTIONPROPOSED USE: NEW SINGLE FAMILY DETACHEDNUMBER OF STORIES: 2CONSTRUCTION TYPE: V-BOCCUPANCY:R-1 DWELLINGS, U- GARAGESFIRE SPRINKLERS: REQUIRED, CRC SEC. R313.3 SYSTEM - NFPA 13D SYSTEM THROUGHOUT INCLUDING ATTIC PER R309.6, R313.1, R313.2 & R313.3ABBREVIATIONSXXXXXXWITHOUTW/OWROUGHT IRONWIWATER HEATERWHWINDOWWDWWOODWDWATER CLOSETWCWITHW/WASHERWVERTICALVERTUNLESS OTHERWISE NOTEDUONUNFINISHEDUNFINUNIFORM BUILDING CODEUBCTYPICALTYPTELEVISIONTVTOP OF WALLTOWTOP OF PAVINGTOPTOP OF MASONRYTOMTOP OF CURBTOCTONGUE AND GROOVET & GTELEPHONETELTRASH COMPACTORTCT & B TOP AND BOTTOMSQUARESQSTANDARDSTDSTAGGEREDSTAGSERVICE SINKSSSHELF AND POLES & PSLIDINGSLSIMILARSIMSHOWERSHOWSHEATHINGSHTGSINGLE HUNGSHSELECT STRUCTURALSSSCSOLID COREROUGH OPENINGROROOF JOISTRJREQUIREDREQ'DREINFORCINGREINFREFRIGERATORREFRREDWOODRDWDROOF DRAINRDRETURN AIR GRILLERAGRADIUSRPOLY VINYL CHLORIDEPVCPRESSURE TREATEDPTDFPOUNDS/SQUARE INCHPSIPOUNDS/SQUARE FOOTPSFPAIRPRPLYWOODPLYWDPUSH-BUTTONPBOPTIONALOPTOPPOSITEOPPON CENTEROCNOT TO SCALENTSNUMBERNONOT IN CONTRACTNICNG NATURAL GRADEMASONRY OPENINGMOMINIMUMMINMANUFACTURERMFRMEDICINE CABINETMCMACHINE BOLTMBMAXIMUMMAXMASONRYMASLAG BOLTLBINTERIORINTINSUL INSULATIONHORIZONTALHORIZHEADERHDRHCHOLLOW COREGLUE LAMINATED BEAMGLBGARBAGE DISPOSALGDGALVANIZEDGALVGAUGEGAFOOTINGFTGFOOT/FEETFTFACE OF STUDFOSFACE OF MASONRYFOMFLUORESCENTFLUORFLOORFLRFLOOR JOISTFJFINISHFINFUEL GAS / FINISH GRADEFGFINISH FLOORFFFOUNDATIONFDNFORCED AIR UNITFAUEXTERIOREXTEACH WAYEWEQUIPMENTEQUIPEQUALEQELEVATORELEVEAEACHDOWNSPOUTDSDRAWINGDWGDOWNDNDOUBLE HUNGDHDIMENSIONDIMDIAGONALDIAGDIAMETERDIADETAILDETDRINKING FOUNTAINDFDOUBLEDBLDDRYERCONT CONTINUOUSCONST CONSTRUCTIONCONC CONCRETECOL COLUMNCLR CLEARCLG CEILINGCJCEILING JOISTCICAST IRONBTM BOTTOMBM BEAMBLKG BLOCKINGBLDG BUILDINGAPPROXIMATELYAPPROXALUMINUMALALTERNATEALTAIR CONDITIONINGA/CANCHOR BOLTABDOUGLAS FIRADAREA DRAINCURTAINCURTDRDOORELELEVATIONFDFLOOR DRAINDISPOSALDISPGIGALVANIZED IRONGLGLASS / GLAZINGLTWT LIGHTWEIGHTOSA OUTSIDE AIRTBTOWEL BARTPD TOILET PAPER DISPENSERTEMPERED GLASSTEMP GLVTR VENT THROUGH ROOFVVOLTSGYPSUM WALLBOARDGYP BDA4.1 BUILDING SECTIONS (1/4" = 1'-0")ARCHITECTURALA3.1PROJECT DATACODE COMPLIANCE:SPECIAL INSTRUCTIONS: FIRE SPRINKLER SYSTEM - NFPA 13DOBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOFSHEATHING INSPECTION23 Harbor Island 2016 CALIFORNIA RESIDENTIAL CODE2016 CALIFORNIA MECHANICAL CODE2016 CALIFORNIA PLUMBING CODE2016 CALIFORNIA ELECTRICAL CODE2016 CALIFORNIA ENERGY CODE2016 CALIFORNIA GREEN BUILDINGSTANDARDS CODE2016 CALIFORNIA ENERGY EFFICIENCYSTANDARDS CODECITY OF NEWPORT BEACH REGULATIONSAND ORDINANCESA4.2RITNER GROUP, INC.503 32ND STREET, SUITE 130NEWPORT BEACH, CA 92663(949) 999-3255PHONE:ARCHITECT/DESIGNRON RITNERCONTACT:OWNER:NEWPORT BEACH, CA 92660PHONE: (949) 250-1020FOREST STUDIO332 FOREST AVE. SUITE 4LAGUNA BEACH, CA 92651(949) 497-0202PHONE:BOB WHITECONTACT:INDEX OF DRAWINGSThe Pickup ResidenceCOVER SHEETA5.1 EXTERIOR ELEVATIONS (1/4" = 1'-0")PROJECT DIRECTORY23 HARBOR ISLAND LLC31 CAPE ANDOVERCONTACT: TODD PICKUPA2.2DEFERRED SUBMITTALS: FIRE SPRINKLER - NFPA 13D SYSTEM THROUGHOUT INCLUDING ATTIC HVAC EQUIPMENT AND DUCTWORK ENCROACHMENT PERMITPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:C1.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-COVERO:\2018-PROJECTS\18001\CD\18001-PLN-COVER February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -NROOF PLAN (1/4" = 1'-0")BUILDING SECTIONS (1/4" = 1'-0")GENERAL NOTES:1. THE UTILITY CONSULTING ENGINEER IS TO ATTENDON-SITE MEETINGS WITH THE UTILITY COMPANIESTO DETERMINE ALLOWABLE LOCATIONS. AMINIMUM OF 48 HOURS WRITTEN NOTICE FORTHE MEETING IS REQUIRED.2. REQUIRED HERS TESTING AND/OR VERIFICATION MUST BEDONE BY A CERTIFIED HOME ENERGY RATER UNDER THESUPERVISION OF A CEC-APPROVED HERS PROVIDER USINGCEC APPROVED TESTING AND/OR VERIFICATION METHODSAND MUST BE REPORTED ON THE CF-4R INSTALLATIONCERTIFICATE.3. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORTBEACH DOES NOT RELIEVE APPLICANTS OF THE LEGALREQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THEPROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACYOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENTOF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.4.PRIOR TO PERFORMING ANY WORK IN THE CITYRIGHT-OF-WAYAN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THEPUBLIC WORKS DEPARTMENT.5. A Cal-OSHA PERMIT IS REQUIRED FOR EXCAVATIONSDEEPER THAN 5'-0" AND FOR SHORING AND UNDERPINNING.CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.6. THE PROJECT LANDSCAPE AREA SHALL BE LESS THAN 500 sf7. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHERFREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWSAND PERMITS.8. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILSAND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOTEXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTIONWITHIN THE REQUIRED FRONT YARD SETBACK AREA.9. ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BEISSUED AT THE SAME TIME, OR SEPARATE PLANS AND PLANREVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THISREVIEW.a. ACCESSORY STRUCTURES, DETACHED PATIO COVERS ANDTRELLISb. MASONRY OR CONCRETE FENCES OVER 3.5 FT HIGHc. RETAINING WALLS OVER 4' FROM BOTTOM OF FOUNDATION TOTOP OF WALLRECYCLE AND OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THENON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE INACCORDANCE WITH SECTION 4.408.1 CalGreen CODE.DEFERRED SUBMITTAL TO BE REVIEWED BY PROJECT ARCHITECTOR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTALFOR PLAN CHECK OR APPROVAL BY THE CITY.PROJECT DESCRIPTION:10.11.SOILSCIVILTOAL ENGINEERING INC.139 AVENIDA NAVARRO,SAN CLEMENTE, CA 92672(949) 492-8586PHONE:CONTACT: CALEB RIOST-24HERITAGE ENERGY GROUP470 WALDIRVINE, CA 92618(949) 789-7221PHONE:RUDY SAINSCONTACT:LANDSCAPEC1-1 COVER SHEETGN-1 CALIFORNIA GREEN RESIDENTIAL MINIMUM REQUIREMENTSLEGENDINSPECTION PROGRAM:1. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED WITHTHE CITY OF NEWPORT BEACH.PORTION OF WORK REQUIRING INSPECTIONCONTINUOUSPERIODICDESCRIPTION, LOCATIONS, REMARKS, ETC.X---EXPANSION / EPOXY ANCHORSX---ALL STRUCTURAL WELDING---XSHEAR WALL NAILING---XSTRUCTURAL MASONRYGROUTING, STEM AND FOOTING REINF.VICINITY MAP2. SPECIAL AND / OR DEPUTY INSPECTIONS SHALL BE PROVIDEDDURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK:---------"HERS" VERIFICATION---XA5.2 EXTERIOR ELEVATIONS (1/4" = 1'-0")Newport Beach, CASP-1.1 ARCHITECTURAL SITE PLAN (1/4" = 1'-0")SECOND LEVEL FLOOR PLAN (1/4" = 1'-0")ZONING: R-1A2.1 MAIN LEVEL FLOOR PLAN (1/4" = 1'-0")PROJECTSITEGN-2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTSPROJECT ADDRESS23 HARBOR ISLANDNEWPORT BEACH, CA. 92663ASSESOR'S PARCEL NUMBER: 050-230-27LOT 22 - TRACT 802SCH1.1 WINDOW SCHEDULESCH1.2 WINDOW TYPESSCH2.1 DOOR SCHEDULESCH2.2 DOOR TYPESA6.1 MAIN LEVEL ELECTRICAL PLAN (1/4" = 1'-0")A6.2 SECOND LEVEL ELECTRICAL PLAN (1/4" = 1'-0")A1.1 SLAB EDGE PLAN (1/4" = 1'-0")A8.1 MAIN LEVEL REFLECTED CEILING PLAN (1/4" = 1'-0")A8.2 SECOND LEVEL REFLECTED CEILING PLANS (1/4" = 1'-0")A7.1 MAIN LEVEL MECHANICAL PLAN (1/4" = 1'-0")A7.2 SECOND LEVEL MECHANICAL PLAN (1/4" = 1'-0")D1.1 ARCHITECTURAL DETAILSD1.2 ARCHITECTURAL DETAILSD2.1D3.1D4.1A9.1 OVERLAY PLANS (1/4" = 1'-0")SOILS REPORT: PREPARED BY: PETRAREPORT No 00-0000 DATED 00-00-2018PROJECT SCOPE:DEMOLITION OF EXISTING TWO-STORY RESIDENCE, GARAGE ANDASSOCIATED LANDSCAPING.CONSTRUCT NEW TWO-STORY 5,462 s.f. SINGLE FAMILY RESIDENCEWITH AN ATTACHED 815 s.f. THREE CAR GARAGE. THE PROJECTINCLUDES HARDSCAPE AND SUBSURFACE DRAINAGE FACILITIESWITHIN THE CONFINES OF THE PRIVATE PROPERTY.A4.3 BUILDING SECTIONS (1/4" = 1'-0")A4.4 BUILDING SECTIONS (1/4" = 1'-0")EPT DESIGN LANDSCAPE ARCHITECTURE844 EAST GREEN STREET, SUITE 201PASADENA, CA 91101(626) 795-2008PHONE:CONTACT: BRADLEY FRANKELPETRA GEOSCIENCES, INC.3190 AIRPORT LOOP DR, SUITE J1COSTA MESA, CA 92626(714) 549-8921PHONE:DARREL ROBERTSCONTACT:ARCHITECTURAL DETAILSARCHITECTURAL DETAILSARCHITECTURAL DETAILSD1.3Zoning RequirementsLot Area:7,793 Sq. Ft.Setbacks:7,793 Sq. Ft.Front:15'Sides:4'Rear:15'(no projection of living space at second floor)Buildable Lot Area:4,485 Sq. Ft.Allowable (4,485 x 2)Allowable Buildable Lot Area:8,970 Sq. Ft.Proposed Buildable Lot Area:6,357 Sq. Ft.Required Open Space:673 Sq. Ft.(4,485 Sq. Ft. x 15%)Proposed Open Space:913 Sq. Ft.First Floor Entry Courtyard:861 Sq. Ft.Second Floor Entry Courtyard:Total Proposed Open Space:1,774 Sq. Ft.Maximum Building Height:24' Flat Roof29' Pitched RoofParking Requirements:(3) Cars Minimum Clear Dimension20' x 28'-3"Area TabulationsFirst Floor (Livable):1,924 Sq. Ft.Covered Entry Gallery:170 Sq. Ft.Total (Livable):5,462 Sq. Ft.Covered Porch:383 Sq. Ft.Second Floor (Livable):2,985 Sq. Ft.Garage:815 Sq. Ft.Mechanical:37 Sq. Ft.Total:895 Sq. Ft.Proposed Building Area:Total (Livable):5,462 Sq. Ft.Garage / Mechanical:895 Sq. Ft.Total Proposed Building Area:6,357 Sq. Ft.Allowable Building Area:8,970 Sq. Ft.Pool Equipment:43 Sq. Ft.CIVILC-2C-1 PRELIMINATY GRADING PLANEROSION CONTROL PLANLANDSCAPEL1.01 CONSTRUCTION PLAN1-1 TOPOGRAPHIC SURVEYSTRUCTURALRIGHT ENGINEERING26040 ACERO, SUITE 100MISSION VIEJO, CA 92691(949) 855-2300PHONE:CONTACT: RA'ID GHOULIARCHITECTURAL DETAILSL2.01 IRRIGATION PLANL3.01 PLANTING PLANPA2019-051 CAL GREENRESIDENTIALMINIMUMREQUIREMENTSCAL GREEN - Residential Minimum RequirementsPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:GN-1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-GBC NOTESO:\2018-PROJECTS\18001\CD\18001-GBC NOTES February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 RESIDENTIALCONSTRUCTIONMINIMUMREQUIREMENTSResidential Construction Minimum Requirements NotesPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:GN-2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-GN2O:\2018-PROJECTS\18001\CD\18001-GN2 February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 coatsNatalie'sOfficeStorageEntryFoyerKitchenPantry3-CarGarageCovered PorchLivingRoomPdrStorageMech /ElectricalPool Equip.Property LineA.N.G.Point 112.85'A.N.G.Point 412.82'A.N.G.Point 312.27'A.N.G.Point 212.59'20' x 28'-3" MinParking Required4'-0" Setback 15'-0" Setback11'-3" Setback3'-21 4" 4'-315 16" 4'-0" Setback 4'-0 3 16" 3'-4 1 16" 4'-0" Setback 4'-0" Setback 4'-0" Setback Property LineProperty Line 15'-0" Setback3'-0 1 16"Line Indicates the BuildingEnvelope for the LotLine Indicates the BuildingEnvelope for the LotLine Indicates the BuildingEnvelope for the LotArchitectural Site PlanSCALE: 1/8" = 1'-0"ARCHITECTURALSITE PLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SP-1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-SITEO:\2018-PROJECTS\18001\CD\18001-PLN-SITE February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PROJECT ADDRESS23 HARBOR ISLANDNEWPORT BEACH, CA. 92663ASSESOR'S PARCEL NUMBER: 050-230-27LOT 22, TRACT 8026. The discharge of pollutants to any storm drainagesystem is prohibited. No solid waste, petroleumbyproducts, soil particulate, construction wastematerials, or wastewater generated on constructionsites or by construction activities shall be placed,conveyed or discharged into the street, gutter orstorm drain system.7. In Accordance with Planning Area 6 (PA6) of theHeadlands Development and Conservation Plan(HDCP), This house is a Single-Family Dwelling.8. An approved encroachment permit is required forall work activities within the public right-of-way,public easement and on city facilities.9. All work related to wastewater in the publicright-of-way shall be performed by a C-42 licensedSanitation Sewer Contractor or an A LicensedGeneral Engineering Contractor.General Notes:1. Refer to Site Drainage Plan sheetfor existing grade elevations andfinish grade elevations.2. Surveyor or Engineer shall permanentlymonument property corners or offsetsbefore starting grading.3. Fences, Gates, Walls, Planter boxes, Patio covers,and other freestanding structures cannot exceed 6'measured from Natural Grade within required sideyard setback.4. Finish grade within 10 feet of the new structure/addition shall be sloped a minimum of 2 % awayfrom the building for drainage purpose.5. Additions, remodels or renovations of a single familyhome with an existing pool require the suction outletof the existing pool, spa, or toddler pool to beupgraded so as to be equipped with an approvedanti-entrapment cover meeting the current standardsof ASTM or ASME per section 115920 HSC.Area for Determining slope CaculationA.N.G. Point # 112.85'A.N.G. Point # 212.59'A.N.G. Point # 312.27'A.N.G. Point # 412.82'Total50.53'Divided by 412.63'A.N.G. (Average Natural Grade)Grade Establishment10. A Public Works Department Encroachment Permitinspection is required before the Building DepartmentPermit Final can be issued. At the time of Public WorksDepartment inspection, if any of the existing publicimprovements surrounding the site is damaged, newconcrete sidewalk, curb and gutter, and alley/streetpavement will be required. Additionally, if existingutilities infrastructure are deemed substandard, a new1-inch water service, water meter box, sewer lateraland/or cleanout with box and lid will be required. 100%of the cost shall be borne by the property owner(Municipal Codes 14.24.020 and 14.08.030). Saiddetermination and the extent of the repair work shallbe made at the discretion of the Public Works Inspector.Area TabulationsFirst Floor (Livable):1,924 Sq. Ft.Covered Entry Gallery:170 Sq. Ft.Total (Livable):5,462 Sq. Ft.Covered Porch:383 Sq. Ft.Second Floor (Livable):2,985 Sq. Ft.Garage:815 Sq. Ft.Mechanical:37 Sq. Ft.Total:895 Sq. Ft.Proposed Building Area:Total (Livable):5,462 Sq. Ft.Garage / Mechanical:895 Sq. Ft.Total Proposed Building Area:6,357 Sq. Ft.Allowable Building Area:8,970 Sq. Ft.Pool Equipment:43 Sq. Ft.Zoning RequirementsLot Area:7,793 Sq. Ft.Setbacks:7,793 Sq. Ft.Front:15'Sides:4'Rear:15'(no projection of living space at second floor)Buildable Lot Area:4,485 Sq. Ft.Allowable (4,485 x 2)Allowable Buildable Lot Area:8,970 Sq. Ft.Proposed Buildable Lot Area:6,357 Sq. Ft.Required Open Space:673 Sq. Ft.(4,485 Sq. Ft. x 15%)Proposed Open Space:913 Sq. Ft.First Floor Entry Courtyard:861 Sq. Ft.Second Floor Entry Courtyard:Total Proposed Open Space:1,774 Sq. Ft.Maximum Building Height:24' Flat Roof29' Pitched RoofParking Requirements:(3) Cars Minimum Clear Dimension20' x 28'-3"PA2019-051 WINDOW NOTESMain Level WindowsDESCRIPTIONMANUFACTUREREMARKSROOM NAMESYMWIDTH HEIGHTTYPEMATERIALWINDOWW I N D O W S C H E D U L ESIZEFRAMEDIVIDED LITES HARDWARE MATERIAL QUANTITY-2Natalie's OfficeA7'-0"4'-0"-3AW101W1021. All Glazing to be true divided lites. All Glazing to be Laminated Glass Single Pane Tempered2.Iron Frame WindowsThe General Contractor, Framer and Door and Window Installer are3.to verify all Door and Window Openings with the Shop Drawings andfield conditions. Dimensions provided on this Schedule are for theAll rogh opening dimensions are to be coordinated with the Doorpurpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibilityof the General Contractor and Sub Contractor.)Iron Frame Windows By:W201U-VALUE FENESTRATIONLOW -E GLASS RETRACTABLELeftRight(OutsideBedroom 3 RetreatW203Bath 4-1D-2E-1-12'-0"2'-0"W205INSIDE ( OPERABLE WINDOWS ONLY ) OPERATING DIRECTION GLAZING4'-6"7'-0"3'-11"-BW1033'-0"9'-0"Awning (3) Operable lower PaneW104-2-Wood34'-0"3'-11"W207W208W2092-Wood14'-0"6'-0"14'-0"2'-6"W210-1FixedCFINISH-Hinge side)4'-0"5'-4"4'-0"4'-0"Pair / Mulled Double HungHallHallDual PaneSecond Level Windows4'-0"Dual Pane4'-0"3'-0"Dual PaneDual PaneSHGCKitchen DETAILSHWINDOWJS10W2HSCREENSM 1. All Glazing to be true divided lites. All Glazing to be Dual Pane2.Wood WindowsThe General Contractor, Framer and Door and Window Installer are3.to verify all Door and Window Openings with the Shop Drawings andfield conditions. Dimensions provided on this Schedule are for theAll rogh opening dimensions are to be coordinated with the Doorpurpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibilityof the General Contractor and Sub Contractor.)Fenestrations must have temporary and permanent labelsDucts must be sealed and field verified by a HERS certified1.2.special inspector.The load resistance of glass under uniform load shall bedetermined in accordance with ASTM E 1300.Glazing notesEach pane of safety glazing installed in hazardous locationsGlazing in swinging, sliding, and bifold doors 9 square feet or less2.shall be a minimum category classification of I ( CPSC 16 CFR 1201)Glazing over 9 square feet in area with bottom edge less than 18"3.above the floor and exposed top edge greater than 36" aboveshall be identified (acid etched, sand blasted, ceramic fired, etc)by a manufacturer's designation, the manufacturer or installer andthe safety glazing standard which it complies. Multi-pane assembliesshall be identified lper CRC R308.1. [CRC R308.1]and II (CPSC 16 CFR 1201) when more than 9 square feet or sliding.[Table R308.3.1 (1), R308.3.1]the floor shall be safety glazed. [CRC R308.4.3]Glazing in doors and enclosures for hot tubs, whirlpools, saunas,4.steam rooms, bathrooms showers less than 5' above the standingsurface shall have a minimum category classification of II (CPSC 16CFR 1201). [ CRC Table R308.3.1 (1) & 308.4.5]Factory StainWired Brushed FinishFactory StainWired Brushed Finish-W211-15'-0"8'-0"-1Dual PaneEgress NotesEvery sleeping room shall have at least one operable emergency escapeAll Emergency escape and rescue openings shall have;1.2.- The bottom of the opening shall not be more than 44 inches above the floor.and rescue opening (Window or Door). Emergency escape and rescueopeninig shall open directly in a public way, or to a yard or court thatopens to a public way.- Minimum set clear opening height of 24" and width of 20"- Minimum net clear opening of 5.7 square feet (5.0 at grade level)Note: in order to meet the minimum clear opening of 5.7 square feet, eitherthe width or height, or borh, must exceed the minimum dimension (seefigure Below). The net clear opening dimensions required shall be obtainedby the normal operation of the emergency escape and rescue openingfrom the inside.CasementA Min. Clear 20"Min. Clear-Dual PaneDual PaneDual PaneDual Pane-CasementDual PaneMaster WCWood2W2H2W2HDual PaneMaster Walk-In-Laundry-1Dual PaneWoodMaster GalleryFactory StainWired Brushed Finish-2Dual PaneBath 2-12W2HDual PaneWoodFactory StainWired Brushed Finish4'-0"7'-6"-1-Dual PaneLivingDual PaneDual Pane-Steelworks Etc., Inc.2586 Calcite CircleNewbury Park, CA 91320(805) 499-3400Steel FrameFactoryFinish11Dual PaneDual PaneSteelworks Etc., Inc.Pair CasementCasementCasementFixedMaster Shower2W2HTempered---W212W213-W206Upper Family4'-0"4'-0"-WoodFactory StainWired Brushed Finish4'-0"3'-2"Master SuiteWoodFactory StainWired Brushed Finish4'-0"3'-6"-24'-0"5'-0"3-Dual PaneDual PaneTempered2'-0"2'-0"2W2HDual Pane--Bedroom 2-22W2HDual PaneGeneral notesWood Windows By:Millworks Etc., Inc Doors and Windows2586 Calcite CircleNewbury Park, CA 91320(805) 499-34001.---W204W202E4'-0"4'-0-4Dual Pane-4'-0"3'-6"-1Dual Pane- -----------Fixed w/ Hopper AboveWoodFactory StainWired Brushed Finish- -Millworks Etc., Inc.TemperedNatalie's OfficeFixed w/ Hopper AboveWoodFactory StainWired Brushed FinishTempered----/D2.1-/D2.1-/D2.1(3) Unit CasementWoodFactory StainWired Brushed Finish6W2HW214W215WoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishWoodFactory StainWired Brushed FinishBedroom 3 RetreatDouble HungBedroom 4 RetreatBedroom 4 RetreatDouble HungD4'-0"5'-4"-Bedroom 4 Bedroom 4 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -Double Hung-Pair / Mulled Double Hung-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.1-/D2.14W2H4W2H3W2H3W2H4W3H3W2HFGHEEJKLMEE2W2H-Double Hung3W2H-Double Hung3W2H-Upper Family6W2H2W2H----Master Gallery2W2H6W2HTemperedDouble Hung3W2H-W216W217W218W219W220W221W222Master SuiteWoodFactory StainWired Brushed FinishDouble HungWoodFactory StainWired Brushed FinishDouble Hung4'-0"5'-0"EMaster Bath-/D2.1-/D2.1-/D2.1-/D2.13W2H--- -- -- -3-Dual Pane--- -WoodFactory StainWired Brushed FinishCasementHFactory StainWired Brushed FinishCasementNWoodFactory StainWired Brushed FinishNWoodFactory StainWired Brushed FinishNWoodFactory StainWired Brushed FinishNWoodFactory StainWired Brushed FinishN3W2H----4'-0"2'-6"4'-0"2'-6"4'-0"2'-6"4'-0"2'-6"CasementCasementCasementCasement-----1Dual Pane-Bath 3Tempered2'-0"2'-0"2W2H- --/D2.1-/D2.1-/D2.1-/D2.1W223WoodWired Brushed FinishCasementH-Factory StainBedroom 3-12W2HDual Pane-/D2.1-/D2.1-/D2.1-/D2.1W224- -WoodFactory StainWired Brushed FinishN4'-0"2'-6"Casement--Laundry-12W2H--/D2.1-/D2.1-/D2.1-/D2.1W225- -WoodFactory StainWired Brushed FinishN4'-0"2'-6"Interior Fixed-- ----Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.Millworks Etc., Inc.WINDOW SCHEDULEPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SCH1.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-SCH11O:\2018-PROJECTS\18001\CD\18001-SCH11 February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 HH JH JS-D2.1-D2.1-D2.1HW101J SAH J SBH J SCDJFSSEGSJSJHHHNKSH Jopens to a public way.Note: in order to meet the minimum clear opening of 5.7 square feet, either- Minimum net clear opening of 5.7 square feet (5.0 at grade level)- Minimum set clear opening height of 24" and width of 20"figure Below). The net clear opening dimensions required shall be obtainedfrom the inside.by the normal operation of the emergency escape and rescue opening1.WINDOW NOTESAll Glazing to be true divided lites. A Min. Clear 2. All Glazing to be Laminated Glass Single Pane Temperedfield conditions. Dimensions provided on this Schedule are for theIron Frame WindowsThe General Contractor, Framer and Door and Window Installer are3.to verify all Door and Window Openings with the Shop Drawings andAll rogh opening dimensions are to be coordinated with the Doorof the General Contractor and Sub Contractor.)purpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibility(805) 499-3400Iron Frame Windows By:1. All Glazing to be true divided lites. All Glazing to be Dual Pane2.Wood WindowsThe General Contractor, Framer and Door and Window Installer are3.to verify all Door and Window Openings with the Shop Drawings andfield conditions. Dimensions provided on this Schedule are for theAll rogh opening dimensions are to be coordinated with the Doorpurpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibilityof the General Contractor and Sub Contractor.)Wood Windows By:General notesFenestrations must have temporary and permanent labelsDucts must be sealed and field verified by a HERS certified1.2.special inspector.The load resistance of glass under uniform load shall be3.determined in accordance with ASTM E 1300.Glazing notesEach pane of safety glazing installed in hazardous locationsGlazing in swinging, sliding, and bifold doors 9 square feet or less1.2.shall be a minimum category classification of I ( CPSC 16 CFR 1201)Glazing over 9 square feet in area with bottom edge less than 18"3.above the floor and exposed top edge greater than 36" aboveshall be identified (acid etched, sand blasted, ceramic fired, etc)by a manufacturer's designation, the manufacturer or installer andthe safety glazing standard which it complies. Multi-pane assembliesshall be identified lper CRC R308.1. [CRC R308.1]and II (CPSC 16 CFR 1201) when more than 9 square feet or sliding.[Table R308.3.1 (1), R308.3.1]the floor shall be safety glazed. [CRC R308.4.3]Glazing in doors and enclosures for hot tubs, whirlpools, saunas,4.steam rooms, bathrooms showers less than 5' above the standingsurface shall have a minimum category classification of II (CPSC 16CFR 1201). [ CRC Table R308.3.1 (1) & 308.4.5]Egress NotesEvery sleeping room shall have at least one operable emergency escapeAll Emergency escape and rescue openings shall have;1.2.- The bottom of the opening shall not be more than 44 in. above the floor.and rescue opening (Window or Door). Emergency escape and rescueopeninig shall open directly in a public way, or to a yard or court thatthe width or height, or borh, must exceed the minimum dimension (see20"Min. ClearMillworks Etc., Inc Doors and WindowsNewbury Park, CA 913202586 Calcite CircleNewbury Park, CA 91320Casement2586 Calcite CircleSteelworks Etc., Inc.(805) 499-3400PQSTUVH J SH J SH J SH J SH J SHJSHJSHH J SJ SHLMWXY4'-0"7'-0" 4'-6"2'-6"W1023'-0" EQEQ 9'-0"EQEQ2'-9"3'-6"2'-9"EQEQEQEQEQEQEQEQW1035'-0"8'-0"EQEQEQEQEQEQEQEQEQEQ EQ W1045'-4"2'-8"2'-8"EQEQEQEQ4'-0" EQ EQ W201W2044'-0"EQEQEQ4'-0" EQ EQ W202W2034'-0"2'-0"2'-0"EQEQEQEQ4'-6" EQEQEQ W205W2063'-6"EQEQEQ4'-0" EQEQ 2'-0"EQEQ2'-0" EQEQ 2"W207W217W223W208W209J3'-0"EQEQ4'-0" EQ EQW2104'-0" EQ EQ 6'-0"EQEQEQEQW211W2124'-0" EQ EQ 3'-2"EQEQW2137'-6"EQEQEQEQEQW214W215W216W2182'-6"EQEQ4'-0" EQEQ W219W220W221W222W224RZ-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1-D2.1H J SH J SH J SH J SHJSH J SH J SH J SH J SHJSW226WINDOW TYPESPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SCH1.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-SCH11O:\2018-PROJECTS\18001\CD\18001-SCH11 February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 DOOR NOTESWood Doors1. Refer to Plans and Elevations for door Swing DirectionThe General Contractor, Framer and Door and Window Installer are2.to verify all Door and Window Openings with the Shop Drawings andfield conditions. Dimensions provided on this Schedule are for theAll rogh opening dimensions are to be coordinated with the Doorpurpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibilityof the General Contractor and Sub Contractor.)of the General Contractor and Sub Contractor.)and Window Shop Drawings. ( Failure to do so is the Responsibilitypurpose of the preparation of the Door and Window Shop Drawings.All rough opening dimensions are to be coordinated with the Doorfield conditions. Dimensions provided on this Schedule are for theto verify all Door and Window Openings with the Shop Drawings and4. The General Contractor, Framer and Door and Window Installer areRefer to Plans and Elevations for door Swing Direction3.Iron Frame Doors2. All Glazing to be Laminated Glass Single Pane TemperedAll Glazing to be true divided lites. 1.Main Level DoorsDESCRIPTIONROOM NAMESYMWIDTH HEIGHTQTYFINISHDOORDOOR S C H E D U L ESIZEEntry Foyer1MATERIALTHICKNESSFINISHMATERIALFRAMEDETAILSSMATERIALTHRESHREMARKSMANUFACTURED101D102D103D104D105D201D202D203D204D205D206D207D208D209LivingD107D106D210D2112'-4"Master Bath - WCGeneral notesU-VALUEFENESTRATION12'-8"110'-3"11PantryD108Master Dressing3'-0" 7'-0"11Powder2'-4"WoodD109Fenestrations must have temporary and permanent labelsDucts must be sealed and field verified by a HERS certifiedD11013'-0"15'-7"LITESDIVIDEDWoodS.C.Woodspecial inspector.GLAZING2'-6"Master GallerySecond Level DoorsSHGCPantry12'-8"JH28'-0"16'-0"Steel FrameKitchenNatalie's OfficeWired Brushed FinishFactory StainWired Brushed FinishFactory StainUpper Family3'-0"1 WoodS.C. / ElevatorWoodWired Brushed FinishFactory StainWired Brushed FinishFactory Stain4'-6"1 WoodS.C. Pocket WoodWired Brushed FinishFactory StainWired Brushed FinishFactory Stain12'-6"Bedroom 2Bedroom 2 Wic12'-4"WoodWoodWired Brushed FinishFactory StainWired Brushed FinishFactory StainWoodBath 2 1WoodWired Brushed FinishFactory StainWired Brushed FinishFactory Stain12'-6"2"Steel FrameBi-Fold (5 Panel) Unit / Passage / Bi-foldWood-ElevatorS.C.Egress NotesEvery sleeping room shall have at least one operable emergency escapeAll Emergency escape and rescue openings shall have;- The bottom of the opening shall not be more than 44 inches above the floor.and rescue opening (Window or Door). Emergency escape and rescueopeninig shall open directly in a public way, or to a yard or court thatopens to a public way.- Minimum set clear opening height of 24" and width of 20"- Minimum net clear opening of 5.7 square feet (5.0 at grade level)Note: in order to meet the minimum clear opening of 5.7 square feet, eitherthe width or height, or borh, must exceed the minimum dimension (seefigure Below). The net clear opening dimensions required shall be obtainedby the normal operation of the emergency escape and rescue openingfrom the inside.WoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainS.C. WoodWired Brushed FinishFactory StainS.C. S.C.U-Shaped Door / Fixed Window AssemblyFinishFactorySteel FrameFinishFactoryStone 5W3H1W4HStoneTempered- -TemperedCovered Porch8'-0"Living16'-0"8'-0"12'-0"S.C. - Elevatorand Self LatchingSelf ClosingWood Doors By:Millworks Etc., Inc Doors and WindowsSteelworks Etc., Inc.Iron Frame Doors By:2586 Calcite CircleNewbury Park, CA 91320(805) 499-34002586 Calcite CircleNewbury Park, CA 91320(805) 499-3400Steelworks, Etc, Inc.FinishFactorySteel FrameFinishFactorySteelworks, Etc, Inc.Double Glazing--TemperedSteel FrameFinishFactoryPocket (4 Panel) FinishFactorySteel FrameStone 4W3HTemperedSteelworks, Etc, Inc.S.C. - 20 Min. Self Closing & Self Latching12'-6"Wood2 1/4"Wired Brushed FinishFactory StainS.C. PocketWoodWired Brushed FinishFactory Stain2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"2 1/4"- -Steelworks, Etc, Inc.Master Walk-In2'-6"Steelworks, Etc, Inc.LaundryElevatorD212D21312'-4"WoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory Stain2 1/4"1 WoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory Stain2 1/4"-/D3.1-/D3.1-/D3.1Stone--- --Double Glazing-Double Glazing-S.C.Wired Brushed FinishFactory StainS.C.Wired Brushed FinishFactory Stain2 1/4"18'-0"4'-0"WoodWired Brushed FinishFactory Stain2 1/4"S.C. PocketWoodWired Brushed FinishFactory StainD111Garage1 WoodWired Brushed FinishFactory Stain2 1/4"WoodWired Brushed FinishFactory StainD112Electrical Cabinet18'-0"5'-0"WoodWired Brushed FinishFactory Stain2 1/4"S.C. / Pair / Louvered WoodWired Brushed FinishFactory Stain- -Steelworks, Etc, Inc.Bedroom 3Bath 3Bedroom 3 Wic- -1Coats4'-8" 8'-0"WoodWired Brushed FinishFactory StainS.C. - Pair2 1/4"WoodWired Brushed FinishFactory Stain2'-0"9'-6"9'-6"6W4H- -- -- -- -- --/D3.1-/D3.1-/D3.12 1/4"WoodWired Brushed FinishFactory StainWoodWired Brushed FinishFactory StainPocket (5 Panel) Louvered Doors-/D3.1-/D3.1-/D3.1Millworks, Etc, Inc.8'-0"8'-0"8'-0"8'-0"Steel FrameBi-Fold (5 Panel) Unit / Passage / Bi-foldFinishFactoryFinishFactoryStone 5W3HDouble GlazingTemperedSteelworks, Etc, Inc.D1133'-0" 8'-0"8'-0"Steel FrameSteel FrameFinishFactoryFinishFactoryStone 1W4HDouble GlazingTemperedSteelworks, Etc, Inc.Steel FramePassage / Hopper Transom Above---- ------ --/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1-/D3.1----- ------ ----- ----- -StoneS.C. / LouveredGarage1 WoodWired Brushed FinishFactory Stain2 1/4"WoodWired Brushed FinishFactory Stain3'-0" 7'-0"-/D3.1-/D3.1-/D3.1--- -D114Stone-Storage Cabinet18'-0"5'-6"WoodWired Brushed FinishFactory Stain2 1/4"S.C. / Pair / Louvered WoodWired Brushed FinishFactory StainD115-/D3.1-/D3.1-/D3.1---- -StoneGarage38'-0"9'-0"WoodWired Brushed FinishFactory Stain2 1/4"Garage / SectionalWoodWired Brushed FinishFactory StainD116-/D3.1-/D3.1-/D3.1---- --Entry Gate17'-6"4'-3"WoodWired Brushed FinishFactory Stain2 1/4"GateWoodWired Brushed FinishFactory StainD117-/D3.1-/D3.1-/D3.1---- --Sideyard Gate15'-9"3'-2"WoodWired Brushed FinishFactory Stain2 1/4"GateWoodWired Brushed FinishFactory StainD118-/D3.1-/D3.1-/D3.1---- --2"2"2"2"-------------- ---------------------------------------- -- -- -- -- -- -- -- -- -7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"2 1/4"2 1/4"2 1/4"111WoodS.C. PocketWoodWired Brushed FinishFactory StainWired Brushed FinishFactory StainWoodS.C.WoodWired Brushed FinishFactory StainWired Brushed FinishFactory StainWoodS.C.WoodWired Brushed FinishFactory StainWired Brushed FinishFactory StainD214D215D2161 WoodWired Brushed FinishWoodWired Brushed Finish2 1/4"Bedroom 4-/D3.1-/D3.1-/D3.1----- -7'-0"1 WoodWired Brushed FinishWoodWired Brushed Finish2 1/4"Bedroom 4 Wic-/D3.1-/D3.1-/D3.1----- -7'-0"-/D3.11-/D3.1Wood-Wired Brushed FinishWoodWired Brushed Finish2 1/4"Bath 4S.C. Pocket-/D3.12'-6"2'-4"-2'-4"S.C.--S.C.- -7'-0"2'-4"S.C.S.C.S.C.Factory StainFactory StainFactory Stain2'-4"TYPEABCEBDFPNMLKJDHDGDDDDDDDQDDDDDDDDDMillworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.Millworks, Etc, Inc.DOOR SCHEDULEPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SCH2.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-SCH21O:\2018-PROJECTS\18001\CD\18001-SCH21 February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 DOOR NOTESH J SABCDFGHMKLPQRWood Doors1. Refer to Plans and Elevations for door Swing DirectionThe General Contractor, Framer and Door and Window Installer are2.to verify all Door and Window Openings with the Shop Drawings andfield conditions. Dimensions provided on this Schedule are for theAll rogh opening dimensions are to be coordinated with the Doorpurpose of the preparation of the Door and Window Shop Drawings.and Window Shop Drawings. ( Failure to do so is the Responsibilityof the General Contractor and Sub Contractor.)of the General Contractor and Sub Contractor.)and Window Shop Drawings. ( Failure to do so is the Responsibilitypurpose of the preparation of the Door and Window Shop Drawings.All rough opening dimensions are to be coordinated with the Doorfield conditions. Dimensions provided on this Schedule are for theto verify all Door and Window Openings with the Shop Drawings and4. The General Contractor, Framer and Door and Window Installer areRefer to Plans and Elevations for door Swing Direction3.Iron Frame Doors2. All Glazing to be Laminated Glass Single Pane TemperedAll Glazing to be true divided lites. 1.General notesFenestrations must have temporary and permanent labelsDucts must be sealed and field verified by a HERS certified1.2.special inspector.Egress NotesEvery sleeping room shall have at least one operable emergency escapeAll Emergency escape and rescue openings shall have;1.2.- The bottom of the opening shall not be more than 44 in. above the floor.and rescue opening (Window or Door). Emergency escape and rescueopeninig shall open directly in a public way, or to a yard or court thatopens to a public way.- Minimum set clear opening height of 24" and width of 20"- Minimum net clear opening of 5.7 square feet (5.0 at grade level)Note: in order to meet the minimum clear opening of 5.7 square feet, eitherthe width or height, or borh, must exceed the minimum dimension (seefigure Below). The net clear opening dimensions required shall be obtainedby the normal operation of the emergency escape and rescue openingfrom the inside.Wood Doors By:Millworks Etc., Inc Doors and WindowsSteelworks Etc., Inc.Iron Frame Doors By:2586 Calcite CircleNewbury Park, CA 91320(805) 499-34002586 Calcite CircleNewbury Park, CA 91320(805) 499-34002'-4"2'-6"2'-8"6'-103 4" 6'-103 4" 6'-103 4"358"3'-0"6'-103 4" 81 4" 35 8" PANEL 2'-434"358"PANEL35 8"3'-11 8"93 4"2'-0"81 4" PANELPANEL 35 8"3'-11 8"93 4"2'-0"81 4" PANELPANEL 35 8"3'-11 8"93 4"2'-0" PANELPANEL 3'-11 8"81 4"93 4"2'-0" PANEL 1'-1034"358"358"2'-034"1'-834"358"358"PANEL358"358"PANELPANELHJSH J S-D3.1-D3.1-D3.1H J S2'-8"7'-1034"2'-4"2'-6"7'-1034"7'-1034"3'-0"358"7'-103 4"2'-434"358"PANEL35 8"4'-11 8"93 4"2'-0"81 4" PANELPANEL 358"4'-118"934"2'-0"814"PANELPANEL 358"4'-118"934"2'-0"814"PANELPANEL 358"4'-118"934"814"2'-0"PANELPANEL 1'-1034"358"358"2'-034"1'-834"358"358"PANEL358"358"PANELPANELD106H2D3.31D3.33D3.3H JJ SHJSH J SSE10'-3"2"3'-012"2"3'-6"2"3'-012"2"2"1'-8"2" 2'-0"10'-3"9'-11"2"2"EQEQEQEQEQEQ9'-6" 7'-0"2'-6" EQ EQ EQ D10112'-10"EQEQ2"3'-0"16'-0"EQEQ8'-0" 9"EQ EQ EQD102-D3.1-D3.1-D3.1-D3.1-D3.1-D3.116'-0"EQEQEQEQEQ9"6'-9"6" 8'-0"D1036'-0"EQ12'-0"6'-0"EQEQEQ8'-0" 6"EQ EQ EQD104-D3.1-D3.1-D3.1H J S-D3.1-D3.1-D3.18'-0" EQ EQ EQ 6'-8"1'-4"2'-8"D107D1084'-8"7'-103 4" 35 8"4'-11 8"93 4"2'-0"81 4" PANELPANEL 358"1'-834"358"PANEL-1'-834"358"PANELD109HJS-D3.1-D3.1-D3.14'-0"358"7'-103 4"3'-458"334"PANEL35 8"4'-11 8"93 4"2'-0"81 4" PANELPANEL D111-D3.1-D3.1-D3.1J8'-0" 6'-9"6"9"5'-0"512"5'-0"6"1'-7"5"5"1'-7"6"6"1'-7"5"5"1'-7"6"D104N-D3.1-D3.1-D3.1-D3.1-D3.1-D3.13'-0"5"2'-0"5"7'-0" 9"5'-9"6"D1142'-9"7'-103 4" 35 8"4'-11 8"93 4"2'-0"81 4" PANELPANEL 358"358"2'-134"PANELD115PANEL2'-134"358"-D3.1-D3.1-D3.19'-0"4'-6"4'-6"5"EQ5"5"EQ5"8'-0" 8"2'-0"5"4'-41 2"5"D116-D3.1-D3.1-D3.17'-6"9"2'-10"5"3'-0"6"4'-3"6"3'-3"6"D1175'-9"8"4'-8"5"3'-2"5"2'-4"5"D118D201D202D203D208D211D214D204D209D210D212D213D205D206D215D216T-D3.1-D3.1-D3.12'-9"4'-6"358"6'-1034"3'-1058"334"PANEL358"3'-118"934"2'-0"814"PANELPANELD207 PANELPANELPANELPANELPANELPANELPANELPANEL PANEL DOOR TYPESPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SCH2.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-SCH21O:\2018-PROJECTS\18001\CD\18001-SCH21 February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 5'-8"41'-91 2"23'-4"48'-9"38'-1112"7'-2"32'-01 2" 6" 41'-4"5'-8"92'-1"4'-4"9'-912"20'-0"19'-0"4'-0 9 16" 1'-5"9'-2"7'-2"1'-101 4"9'-2" 6"9'-3"10'-3"39'-0"2'-9"6"5'-1"1'-101 4"19'-6"9'-0"23'-4"4'-2"4'-512"92'-1"18'-10"8'-612"10'-4"19'-6"1'-11"3'-8"8"19'-11"16'-3"3"3"9" 10"20'-712"4'-612"10'-3"612"4'-812"10"10"13'-5"1'-0" 4" 8"1'-0"8" 16'-4"3'-2" 5'-31 2"13'-3" 4'-4"2'-2"1'-412"2'-4"5'-11"618"4'-0"Setback 4'-21 8" 3'-6 116"15'-0" Setback15'-0"11'-3"11'-3" Setback15'-0" Setback4'-0" Setback 4'-0" Setback 2'-9" 10"4'-1"41 2" 41 2"4'-1"1'-10" 6"4'-0 5 16" 4'-2 116"4'-0"Setback3'-2 116"10"41 2"4'-1"1'-10"13'-9"6"2'-0"6"6" 12'-4"10'-8"1012"3'-2"14'-1112"6"20'-3" 15'-3"4'-11"5'-21 2"51 2"6'-0"4'-812"6'-012"10'-9"21'-612"10"512"6" 6"SlopeConcrete Garage Slab,See StructuralConcreteCurb TypicalT.O. Curb13.70'ConcreteCurb TypicalT.O. Curb13.70'ElevatorPitT.O. Slab13.20'ConcreteSlab TypicalConcreteSlab TypicalConcreteSlab TypicalConcreteSlab Typical1'-31 2"6'-31 2"ConcreteSlab TypicalConcreteCurb TypicalT.O. Curb13.70'11 2" 6"6"6"12'-1"T.O. Slab12.534'6"6"2'-0" 6"512"6"9"5'-612"9'-3"5'-812"10'-812"612"512"7'-2"6'-10"19'-4"ConcreteCurb TypicalT.O. Curb13.70'ConcreteCurb TypicalT.O. Curb13.70'6'-5"18'-11"412"17'-7"1'-7"6"20'-6"4"6" 6"18'-1112"412"17'-7"1'-012"612"6"6"6"6"6"5"1"6"2'-2"6" 2'-6"16'-4"T.O. Slab-6"1'-2"6" 6"Pool EquipmentClosetFD9'-01 2"3'-0"T.O. Slab13.20'ConcreteCurb TypicalT.O. Curb13.70'T.O. Slab13.20'T.O. Slab13.20'3'-8"2'-334"5'-2"2'-334"1'-112"10'-8"6"3'-2"6"6"10'-3"6"20'-0" Minimum ConcreteEncased Electrode13.00'GFF12.80'GFFSlab Edge PlanSCALE: 1/4" = 1'-0"SLAB EDGEPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A1.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -SLOPETO DRAINSLOPE TO DRAIN 1/8" PERFOOT U.N.O.FINISH SLAB TO FINISH SLABDIMENSION NOTE: REFER TOCIVIL DRAWINGS FORADDITIONAL SLAB ELEVATIONINFORMATIONSLAB LEGEND1. THIS ARCHITECTURAL FOUNDATION PLAN IS FORDIMENSIONAL INFORMATION ONLY. THECONTRACTOR SHALL REFER TO THE STRUCTURAL FOUNDATION PLAN FOR ALL STRUCTURAL REQUIREMENTS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IF THERE IS ANY DISCREPANCY BETWEEN THE ARCHITECTURAL FOUNDATION PLAN AND THE STRUCTURALFOUNDATION PLAN.2. FOOTINGS SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT SOIL / GEOLOGY ENGINEER PRIOR TO EMA INSPECTIONS AND PLACEMENT OF CONCRETE.3. VERIFY ALL INFORMATION REGARDING CONCRETE SLAB, FOUNDATION, AND RETAINING WALLS, WITH STRUCTURAL AND CIVIL ENGINEER'S DRAWINGS.SLAB NOTES4. REFER TO STRUCTURAL DRAWINGS FOR SHEAR WALLS AND HOLD DOWN LOCATIONS AND SIZES.5. DEPRESSED SLAB FOR MATERIAL THICKNESS REFERTO LEGEND.6. PROVIDE ELECTRICAL CONDUIT BELOW SLAB FOR FLOOROUTLETS, KITCHEN ISLAND OUTLETS AND APPLIANCES.VERIFY LOCATION WITH INTERIOR DESIGN DRAWINGS7. SURVEYOUR TO FILE A CORNER RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.PA2019-051 coatsNatalie'sOffice 9'-3" Clg5'-8"41'-91 2"9'-0"Up18RStorage23'-4"8'-6"12'-512"7'-2"32'-01 2" 6" 41'-4"5'-8"20' x28'-3" Min.Parking RequiredD115W102D113BD117D114D116D116EntryFoyer 9'-3" ClgKitchen9'-3" ClgPantry 9'-3 Clg3-CarGarage9'-9" ClgConcreteCovered Porch9'-3" ClgLivingRoom9'-3" ClgPdr 8'-0 ClgStorage9'-9" ClgConcreteMech /TrashBinTrashBinTrashBin92'-1"4'-4"9'-912"20'-0"19'-0"4'-0 9 16" 1'-5"48'-9"2'-212"18'-0"16'-912"9'-2"7'-2"1'-101 4"9'-2" 6"9'-3"1'-4"9'-0"10'-3"10'-0"39'-0"9'-0"2'-9"6"5'-1"1'-101 4"3'-1012"19'-6"9'-0"23'-4"10"3'-4"20'-0"2'-6"1'-4"3'-4"4'-2"4'-512"92'-1"2'-6"16'-4"8'-612"10'-4"19'-0"3'-1012"10"19'-6"10"1'-11"3'-8"3'-2"19'-11"16'-3"3"AA1-4.1BA1-4.1CA1-4.2DA1-4.2EA1-4.3FA1-4.3GA1-4HA1-412'-41 2"A.N.G.Point 412.82'4'-2"3"A.N.G.Point 212.59'A.N.G.Point 112.85'4"712"W1023'-11" 3'-0"2'-512"8"4'-812"10"2" 2'-8" 9" 8" 10"6"2'-4"12'-0"2'-2"1'-0"5'-712"8"1'-0"2'-11"20'-2"3'-7"31 2"D10310'-3"1'-10"D105D102W103W1024'-612"1'-0"D101D104D1114'-912"D1064'-0"3'-0"D108W1043'-3"D107D102D110D109D1123'-6"10"5'-11"11'-0"10"3'-1"13'-5"D116D1151949212"1'-212"2419197231'-0"3'-0" 3'-2" 1'-0"16'-11" 3'-31 2" 17'-10"4"1'-0"16'-2"8"6"2'-6"8"16'-10" 3'-91 2" 3'-712" 2'-111 2" 16'-4" 15'-91 2" 3'-2" 4'-0"10'-7" 6"3'-10" 1'-61 2" 15'-51 2" 6'-11 2" 4'-4" 4" 4'-4" 3'-111 2" 6'-0"4'-2" 2'-2" 4'-0"3'-1"18'-0"3'-111 2"1'-0"9'-0"D1187'-0"5'-7"4'-6"1'-412"1'-0"4'-2"192'-6"4'-6"2'-512"5'-31 2"6"2'-712"3'-0"2'-4"5'-0"5'-11"3'-6"12'-0"1'-212"2'-6"1'-7"11917A491824241817A24191919191919W1011919W101410"10"242EQ 210"56B5189214A24251023223131C231A211114B6A2515B8725402232B2846302212125212149EQ10"EQ Electrical618"4'-0" 4'-21 8" 3'-4 116"3'-6 116"15'-0" Setback15'-0" Setback11'-3" Setback11'-3" Setback15'-0" Setback4'-0" Setback 4'-0" Setback 2'-9" 10"4'-1"41 2" 10"4'-1"1'-10"196"4'-0 5 16"3'-812"5'-6"3'-3"4'-2 116"4'-0"Setback3'-2 116"4'-3"4'-3"2'-0"2'-6"6"5'-7"5'-8"6'-4"10"1'-0"18'-0"10"10"4'-1"1'-10"14'-3"2'-111 2"9'-1"12'-4"10'-8"10'-9"21'-612"10"512"2'-0"13'-3"5'-31 2"4'-1034"4'-1034"D113BD113A10'-3"Pool Equip.FilterHeaterPumps6'-512"2'-11" 1'-6"1'-6"Wall or floor between houseLiving area and garage (R-3 toU-1) shall be 5/8" type "X" Gyp.Bd. on garage side of wall orfloor/ceiling. Rated separationmust extend from floor level toroof sheathing.1 3/4" ThickSelf-Closing,Self-LatchingTight Fitting20 MinuteRated DoorSlope2%1'-11 2"4'-2"Property LineProperty LineProperty Line 4'-0"Setback T.O. Slab 13.20'F.FL. 13.325'T.O. Slab 13.20'F.FL. 13.325'T.O. Slab 13.20'F.FL. 13.325'13.00'GFF12.80'GFFFirst Floor PlanSCALE: 1/4" = 1'-0"FIRST FLOORPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -FLOOR PLAN KEY NOTESSYMBOLXXAElevation KeyDCBInterior20. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUSTEXTENDING TO OUTSIDE WITH BACKDRAFT DAMPER.PER CMC.21. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.22. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THETERMINATION OF THE FACTORY-BUILT CHIMNEYS EXCEPTWHERE SUCH SHROUDS ARE LISTED AND LABELEDFOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEYSYSTEM AND ARE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTION.CMC 802.5.2.4 GASEOUS FUEL BURNING PAN MUST BEPERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACEMUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES.23. NET AREA OF SHOWER ENCLOSURES SHALL BE NOT LESSTHAN 1,024 Sq In (7.1 Sq. Ftt.) OF FLOOR AREA, AND A MINIMUMOF 30 INCH DIAMETER CIRCLE. PER CPC 408.624. HANDRAILS:a. HANDRAILS OTHER THAN CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER DIMENSION OF 4 TO 6.25 INCHESWITH A MAXIMUM CROSS SECTION OF 2.25 INCHES. R311.7.8.3item 1b. HANDRAILS WITH A PERIMETER GREATER THAN 6.25 INCHESSHALL COMPLY WITH R311.7.8.3 item 2.c. HANDRAILS SHALL BE CONTINUOUS WITHOUT INTERRUPTIONBY NEWEL POST OR OTHER OBSTRUCTION, EXCEPT AT THELANDING, VOLUTE OR TURNOUT ON LOWEST TREAD.R311.7.8.2 Exception 1&2.1LINE OF CABINET(S) ABOVE2CABINET(S)3OPEN SHELVES4BUILT-IN MILLWORK5KITCHEN ISLAND6A 24" FARM HOUSE SINK WITHGARBAGE DISPOSAL6B 30" FARM HOUSE SINK WITHGARBAGE DISPOSAL7DISHWASHER AS SELECTED BY OWNER8TRASH RECYCLING BIN9WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10 VENT HOOD TO OUTSIDE AIR11 WOLF BUILT-IN OVEN ASSELECTED BY OWNER12 HEARTH OVEN W/ WARMING DRAWERAS SELECTED BY OWNER13 WOLF MICROWAVE OVEN ASSELECTED BY OWNER14A SUB-ZERO PRO REFRIGERATORSELECTED BY OWNER14B SU-ZERO 24" UNDER COUNTER REFRIGSELECTED BY OWNER15A PERLICK WINE REFRIGERATOR15B PERLICK 24" BEVERAGE CENTER15C PERLICK 15" ICE MAKERWALL LEGENDFLOOR PLAN NOTES1. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCHTHAT AT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALLALARMS. SMOKE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP. CARBONMONOXIDE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP.CRC R314 & CRC R315.32. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS ANDSIMILAR FIXTURES SHALL BE PROVIDED WITH ANEXHAUST FAN WITH A MINIMUM CAPACITY OF 50 cfmCBC 1203.4.2.1, CMC T4-43. SHOWERS AND TUB / SHOWERS SHALL BE PROVIDED WITHPRESSURE BALANCE OR THERMOSTATIC MIXING VALVECONTROLS. PER CPC.4. WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONSOF WATER PER FLUSH, LAVATORIES FAUCETSNO MORE THAN 1.5 GPM AT 60 PSI, KITCHENFAUCETS NO MORE THAN 1.8 GPM AT 60 PSI,SHOWER HEAD NO THAN 2 GPM, CGC SECTION 4.3035. WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWERHEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOTEXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALLBE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME.CGC 4.303.26. LANDSCAPE IRRIGATION WATER USE SHALL HAVEWEATHER BASED CONTROLLERS. CGC 4.304.17. PROVIDED WATER EFFICIENT LANDSCAPE IRRAGATIONDESIGN WHERE POTABLE WATER USE DOES NOT EXCEED65% OF THE ETo. (TIER 1)8. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BERECYCLED. CGC 4.408.19. THE BUILDER IS TO PROVIDE AN OPERATION MANUAL(CONTAINING INFORMATION FOR MAINTAINING APPLIANCES,ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 4.410.110. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TOBE SEALED, AND MECHANICAL EQUIPMENT IS TO BECOVERED CGC 4.504.111. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED INSECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPETAND COMPOSITION WOOD PRODUCTS. CGC 4.504.212. THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19%BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURECONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODSSPECIFIED. BUILDING MATERIALS WITH VISIBLE SIGNS OFWATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION.THE MOISTURE CONTENT MUST BE DETERMINED BY THECONTRACTOR BY ONE OF THE METHODS LISTED IN CGCSECTION 4.505.313. BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTEDDIRECTLY TO THE OUTSIDE AND CONTROLLED BY AHUMIDISTAT. CGC 4.506.114. IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVEINSULATED COVERS OR LOUVERS WHICH CLOSE THE FANIS OFF. THE COVERS OR LOUVERS SHALL HAVE MINIMUMR4.2 INSULATION. CGC 5.507.115. PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.16. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.17. HEATING AND AC SHALL BE SIZED AND SELECTED BYACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT.THE DUCT SHALL BE SIZED IN ACCORDANCE WIHT ONEOF THE ACCA METHODS LISTED IN CGC SECTION 4.507.218. PRIOR TO FINAL APPROVAL OF THE BUILDING LICENSEDCONTRACTOR, ARCHITECT OR ENGINEER IN RESPOSIBLECHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETEAND SIGN THE GREEN BUILDING STANDARDS CERTIFICATIONFORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICALTO BE FILED WITH THE APPROVED PLANS.19. PROVIDE FIRE BLOCKS AND DRAFT STOPS IN THE WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALEDSPACE WHERE THERE IS USABLE SPACE ABOVE AND BELOWTHE CONCEALED SPACE. SUCH DRAFT STOPS SHOULD BEINSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1000 SQ. FT. DRAFTSTOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16 DIRECT VENT TERMINATION CAP17A PREFABRICATED METAL FIREPLACE:BY:"SUPERIOR" MODEL DRT4036 GAS BURNINGDIRECT VENT OR APPROVED EQUAL.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, AND APPLICABLE CODES17B PREFABRICATED MODULAR FIREPLACE:BY: "ISOKERN" MODEL 81042GAS BURNING VENT-LESS FIREBOX OR APP.EQUAL INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, AND APPLICABLE CODES.18 FIREPLACE HEARTH19 BRICK VENEER20 BRICK TRIM21 EXTERIOR FINISH OPENING22 FLAT DRYWALL OPENING23 FLAT CASED OPENING24 DECORATIVE WOOD BEAMS25 SOLID SURFACE COUNTER TOP26 LOW WALL27 LOW LINEN28 SHELF AND POLE29 DOUBLE SHELF AND POLE30 ELEVATOR MODEL LLT-950BY:"RESIDENTIAL ELEVATOR, INC."OR APPROVED EQUAL.ASME / ANSI A17.1 NATIONAL SAFETYCODES FOR ELEVATORS, SECTION 5.3PROVIDE 1 HOUR RATED SHAFTFOR ELEVATOR PER CBC SECTION 713LOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALL31 LINE OF STAIR31A HANDRAIL31B GUARDRAIL31C NEWEL POST31D STAIR POST32 LAVATORY32B PEDESTAL SINK33 FREE STANDING TUB34 MUDSET CERAMIC TILE SEAT35 HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36 BUILT-IN SOAP NICHE37 TEMPERED GLASS SHOWER DOOR38 TUB / SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE39 MEDICINE CABINET40 WATER CLOSET TO BE 30" MIN WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH41 BAR SINK42 LAUNDRY SINK43 WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN.44 DRYER SPACE PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC45 INSTANTANEOUS TANKLESSWATER HEATER .94 EF / 199,000 Btu/hr46 MECHANICAL EQUIPMENT47 AC UNITREFER TO MECHANICAL PLANS48 ATTIC ACCESS49 LINE OF FLOOR ABOVE50 LINE OF FLOOR / ROOF BELOW51 CUSTOM FABRICATEDOPERABLE STEEL FRAMEGLASS SKYLIGHT52 FLOOR DRAIN52A ROOF DRAIN52B TRENCH DRAIN53 STUCCO OVER CMU WALLREFER TO LANDSCAPE PLANS54 BRICK VENEER OVER CMU WALLREFER TO LANDSCAPE PLANS55 IPE WOOD GATEREFER TO LANDSCAPE PLANS56 STONE PAVER OVER CONCRETE SLAB BASEREFER TO CIVIL AND LANDSCAPE PLANSArea TabulationsFirst Floor (Livable):1,924 Sq. Ft.Covered Entry Gallery:170 Sq. Ft.Total (Livable):5,462 Sq. Ft.Covered Porch:383 Sq. Ft.Second Floor (Livable):2,985 Sq. Ft.Garage:815 Sq. Ft.Mechanical:37 Sq. Ft.Total:895 Sq. Ft.Proposed Building Area:Total (Livable):5,462 Sq. Ft.Garage / Mechanical:895 Sq. Ft.Total Proposed Building Area:6,357 Sq. Ft.Allowable Building Area:8,970 Sq. Ft.Pool Equipment:43 Sq. Ft.PA2019-051 dn33Bedroom 39'-4" ClgBedroom 29'-4" ClgBa 38'-0" ClgWic9'-4" ClgWic9'-4" Clg3'-3"96'-3"20'-0"5'-912"1'-912"41'-10"5'-8"4'-10"2'-11"7'-3"7'-1"5'-11"2'-4"3'-434"5'-1114"18'-0"5'-1114"W2027'-0"1'-2" 4'-10"92'-3"5'-8"2'-6"Master Gallery9'-4" ClgD208D214W204W209W209W210W203W202W216W221W222D204D206D209D213W205W210Bedroom 49'-4" ClgUpperFamily8'-0" ClgBa 28'-0" ClgLaundry9'-4" ClgWic9'-4" ClgBa 48'-0" ClgHall9'-4" ClgMaster SuiteVolumeClgMaster Bath9'-4" ClgAA1-4.1BA1-4.1CA1-4.2DA1-4.2EA1-4.3FA1-4.3GA1-4HA1-43'-5"10'-8" 2'-2"20'-0"5'-1114"Wic9'-4" Clg2'-51 2"W202W201W207W211W214W212W214W213W220W223D203W222D210D21519'-0"W206W208W208W212W21592'-3"W216W218W219W2164'-0"4'-9"1'-6"48'-9"2'-6"3'-8"9'-11"5'-312"17'-11"4'-2"4'-6"5'-1"4'-6"1'-6"1'-712"5'-0"5'-7"20'-1" 3'-91 2" 4'-10"2'-11"19'-0"3'-7"30'-0"96'-3"2'-3"3'-434"20'-6"2'-834" 2'-8"1'-6"10'-3"2'-6"9'-6"4'-10"18'-0"5'-1114"36'-6"41'-4"3'-234"3'-512"3'-112"18'-6"W203W209W202D201W225D202W215W224W215W217D211D212D205D216D2072'-2"2'-6"1012"2'-6"2'-712"2'-1012"8"4" 2'-2"11'-3"3'-4" 6'-0"6'-11 2" 4" 2'-9" 1'-51 2" 6" 12'-6" 2'-7" 11'-3" 5'-4" 5'-10" 5'-0"1'-912"13'-0"6'-0"1'-312"2'-2"3'-112"17'-412"6'-512"4'-2"4'-512"5'-312"6"4'-1112"5'-312"372840191925254034352371932222351221'-0"3'-6"5'-6"222'-0"20'-6"2'-512"1'-0"322323236"231D24" 4'-3" 7'-3"3'-9" 4"502'-9"6A25444'-51 2" 7'-81 2" 2'-71 2"254361 2"14'-1" 4'-5" 6'-9"4'-51 2"4'-11"24'-0"5'-9"2'-51 2"31B31D2'-31 2"8" 7'-31 2" 6"31C4'-31 2" 1'-01 2" 5'-31 2" 6" 3'-111 2"355'-4" 4'-21 2" 3'-0" 91 2"256"3'-4"3'-0"2'-512"373'-0"403'-0"25283'-8"2'-5"23815'-0"295'-712"343'-1"2'-312"1112"3'-2"4'-1112"6'-0"5'-312"8"29'-3"297'-0"10'-412"235'-312"29712"3'-10"228223EQ.10"EQ.10"3810"32402510"EQ.10"EQ.10"1910"EQ.Line of BrickShelf Below1919Line of BrickShelf Below225025505031123303222322191'-10"4"4'-2"3'-11"8'-2"3'-5"1'-11"2'-6"2'-6"48Property LineProperty LineProperty Line11'-3" Setback15'-0" Setback4'-0" Setback 4'-0"Setback 15'-0"Setback4'-0"Setback 4'-0" Setback 2'-0" 6'-11"2'-0"2'-512"Second Floor PlanSCALE: 1/4" = 1'-0"SECOND FLOORPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -FLOOR PLAN KEY NOTESSYMBOLXXAElevation KeyDCBInterior20. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUSTEXTENDING TO OUTSIDE WITH BACKDRAFT DAMPER.PER CMC.21. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.22. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THETERMINATION OF THE FACTORY-BUILT CHIMNEYS EXCEPTWHERE SUCH SHROUDS ARE LISTED AND LABELEDFOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEYSYSTEM AND ARE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTION.CMC 802.5.2.4 GASEOUS FUEL BURNING PAN MUST BEPERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACEMUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES.23. NET AREA OF SHOWER ENCLOSURES SHALL BE NOT LESSTHAN 1,024 Sq In (7.1 Sq. Ftt.) OF FLOOR AREA, AND A MINIMUMOF 30 INCH DIAMETER CIRCLE. PER CPC 408.624. HANDRAILS:a. HANDRAILS OTHER THAN CIRCULAR CROSS SECTIONS SHALL HAVE A PERIMETER DIMENSION OF 4 TO 6.25 INCHESWITH A MAXIMUM CROSS SECTION OF 2.25 INCHES. R311.7.8.3item 1b. HANDRAILS WITH A PERIMETER GREATER THAN 6.25 INCHESSHALL COMPLY WITH R311.7.8.3 item 2.c. HANDRAILS SHALL BE CONTINUOUS WITHOUT INTERRUPTIONBY NEWEL POST OR OTHER OBSTRUCTION, EXCEPT AT THELANDING, VOLUTE OR TURNOUT ON LOWEST TREAD.R311.7.8.2 Exception 1&2.1LINE OF CABINET(S) ABOVE2CABINET(S)3OPEN SHELVES4BUILT-IN MILLWORK5KITCHEN ISLAND6A 24" FARM HOUSE SINK WITHGARBAGE DISPOSAL6B 30" FARM HOUSE SINK WITHGARBAGE DISPOSAL7DISHWASHER AS SELECTED BY OWNER8TRASH RECYCLING BIN9WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10 VENT HOOD TO OUTSIDE AIR11 WOLF BUILT-IN OVEN ASSELECTED BY OWNER12 HEARTH OVEN W/ WARMING DRAWERAS SELECTED BY OWNER13 WOLF MICROWAVE OVEN ASSELECTED BY OWNER14A SUB-ZERO PRO REFRIGERATORSELECTED BY OWNER14B SU-ZERO 24" UNDER COUNTER REFRIGSELECTED BY OWNER15A PERLICK WINE REFRIGERATOR15B PERLICK 24" BEVERAGE CENTER15C PERLICK 15" ICE MAKERWALL LEGENDFLOOR PLAN NOTES1. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCHTHAT AT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALLALARMS. SMOKE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP. CARBONMONOXIDE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP.CRC R314 & CRC R315.32. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS ANDSIMILAR FIXTURES SHALL BE PROVIDED WITH ANEXHAUST FAN WITH A MINIMUM CAPACITY OF 50 cfmCBC 1203.4.2.1, CMC T4-43. SHOWERS AND TUB / SHOWERS SHALL BE PROVIDED WITHPRESSURE BALANCE OR THERMOSTATIC MIXING VALVECONTROLS. PER CPC.4. WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONSOF WATER PER FLUSH, LAVATORIES FAUCETSNO MORE THAN 1.5 GPM AT 60 PSI, KITCHENFAUCETS NO MORE THAN 1.8 GPM AT 60 PSI,SHOWER HEAD NO THAN 2 GPM, CGC SECTION 4.3035. WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWERHEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOTEXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALLBE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME.CGC 4.303.26. LANDSCAPE IRRIGATION WATER USE SHALL HAVEWEATHER BASED CONTROLLERS. CGC 4.304.17. PROVIDED WATER EFFICIENT LANDSCAPE IRRAGATIONDESIGN WHERE POTABLE WATER USE DOES NOT EXCEED65% OF THE ETo. (TIER 1)8. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BERECYCLED. CGC 4.408.19. THE BUILDER IS TO PROVIDE AN OPERATION MANUAL(CONTAINING INFORMATION FOR MAINTAINING APPLIANCES,ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 4.410.110. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TOBE SEALED, AND MECHANICAL EQUIPMENT IS TO BECOVERED CGC 4.504.111. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED INSECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPETAND COMPOSITION WOOD PRODUCTS. CGC 4.504.212. THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19%BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURECONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODSSPECIFIED. BUILDING MATERIALS WITH VISIBLE SIGNS OFWATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION.THE MOISTURE CONTENT MUST BE DETERMINED BY THECONTRACTOR BY ONE OF THE METHODS LISTED IN CGCSECTION 4.505.313. BATHROOM FANS SHALL BE ENERGY STAR RATED, VENTEDDIRECTLY TO THE OUTSIDE AND CONTROLLED BY AHUMIDISTAT. CGC 4.506.114. IF PROVIDED, WHOLE HOUSE EXHAUST FANS SHALL HAVEINSULATED COVERS OR LOUVERS WHICH CLOSE THE FANIS OFF. THE COVERS OR LOUVERS SHALL HAVE MINIMUMR4.2 INSULATION. CGC 5.507.115. PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.16. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.17. HEATING AND AC SHALL BE SIZED AND SELECTED BYACCA MANUAL J OR ASHRAE HANDBOOK OR EQUIVALENT.THE DUCT SHALL BE SIZED IN ACCORDANCE WIHT ONEOF THE ACCA METHODS LISTED IN CGC SECTION 4.507.218. PRIOR TO FINAL APPROVAL OF THE BUILDING LICENSEDCONTRACTOR, ARCHITECT OR ENGINEER IN RESPOSIBLECHARGE OF THE OVERALL CONSTRUCTION MUST COMPLETEAND SIGN THE GREEN BUILDING STANDARDS CERTIFICATIONFORM AND GIVEN TO THE BUILDING DEPARTMENT OFFICALTO BE FILED WITH THE APPROVED PLANS.19. PROVIDE FIRE BLOCKS AND DRAFT STOPS IN THE WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALEDSPACE WHERE THERE IS USABLE SPACE ABOVE AND BELOWTHE CONCEALED SPACE. SUCH DRAFT STOPS SHOULD BEINSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1000 SQ. FT. DRAFTSTOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16 DIRECT VENT TERMINATION CAP17A PREFABRICATED METAL FIREPLACE:BY:"SUPERIOR" MODEL DRT4036 GAS BURNINGDIRECT VENT OR APPROVED EQUAL.INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, AND APPLICABLE CODES17B PREFABRICATED MODULAR FIREPLACE:BY: "ISOKERN" MODEL 81042GAS BURNING VENT-LESS FIREBOX OR APP.EQUAL INSTALL IN ACCORDANCE WITH THE MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS, AND APPLICABLE CODES.18 FIREPLACE HEARTH19 BRICK VENEER20 BRICK TRIM21 EXTERIOR FINISH OPENING22 FLAT DRYWALL OPENING23 FLAT CASED OPENING24 DECORATIVE WOOD BEAMS25 SOLID SURFACE COUNTER TOP26 LOW WALL27 LOW LINEN28 SHELF AND POLE29 DOUBLE SHELF AND POLE30 ELEVATOR MODEL LLT-950BY:"RESIDENTIAL ELEVATOR, INC."OR APPROVED EQUAL.ASME / ANSI A17.1 NATIONAL SAFETYCODES FOR ELEVATORS, SECTION 5.3PROVIDE 1 HOUR RATED SHAFTFOR ELEVATOR PER CBC SECTION 713LOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALL31 LINE OF STAIR31A HANDRAIL31B GUARDRAIL31C NEWEL POST31D STAIR POST32 LAVATORY32B PEDESTAL SINK33 FREE STANDING TUB34 MUDSET CERAMIC TILE SEAT35 HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36 BUILT-IN SOAP NICHE37 TEMPERED GLASS SHOWER DOOR38 TUB / SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE39 MEDICINE CABINET40 WATER CLOSET TO BE 30" MIN WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH41 BAR SINK42 LAUNDRY SINK43 WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN.44 DRYER SPACE PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC45 INSTANTANEOUS TANKLESSWATER HEATER .94 EF / 199,000 Btu/hr46 MECHANICAL EQUIPMENT47 AC UNITREFER TO MECHANICAL PLANS48 ATTIC ACCESS49 LINE OF FLOOR ABOVE50 LINE OF FLOOR / ROOF BELOW51 CUSTOM FABRICATEDOPERABLE STEEL FRAMEGLASS SKYLIGHT52 FLOOR DRAIN52A ROOF DRAIN52B TRENCH DRAIN53 STUCCO OVER CMU WALLREFER TO LANDSCAPE PLANS54 BRICK VENEER OVER CMU WALLREFER TO LANDSCAPE PLANS55 IPE WOOD GATEREFER TO LANDSCAPE PLANS56 STONE PAVER OVER CONCRETE SLAB BASEREFER TO CIVIL AND LANDSCAPE PLANSArea TabulationsFirst Floor (Livable):1,924 Sq. Ft.Covered Entry Gallery:170 Sq. Ft.Total (Livable):5,462 Sq. Ft.Covered Porch:383 Sq. Ft.Second Floor (Livable):2,985 Sq. Ft.Garage:815 Sq. Ft.Mechanical:37 Sq. Ft.Total:895 Sq. Ft.Proposed Building Area:Total (Livable):5,462 Sq. Ft.Garage / Mechanical:895 Sq. Ft.Total Proposed Building Area:6,357 Sq. Ft.Allowable Building Area:8,970 Sq. Ft.Pool Equipment:43 Sq. Ft.PA2019-051 6 : 12VALLEY ATTIC AREA : 1V A L L E Y RIDGERIDGE VALLEYRIDGE VALLEY 6.5 : 126 : 126.5 : 126.5 : 126.5 : 124'-0" Setback 1034" 9"1034"9"DS8DSDSDSDSDSDSDSDSDSAA1-4.1BA1-4.1CA1-4.2DA1-4.2EA1-4.3FA1-4.3GA1-4HA1-49"1034"9" 9" 1034" Slope36"x36" AccessPanelMechanicalWellSlope2%GFIWPA/CDisconnectBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to details2x Wall framing atMechanical roof wellBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to detailsSlope2%Slope2%Built-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to details2'-0"2'-0"Slope2%Built-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to details1'-0"1'-6"214(3) 24"x14" Wall vent140" Sq. In. eachRoof mountedcompactedAC Unit743111'-0"11299511052210681174310Below9613Built-upRoof belowBuilt-upRoof belowat Entry Foyer873410643786.5 : 126.5 : 126.5 : 12Property LineProperty LineProperty LineProperty LineProperty LineProperty Line15'-0" Setback4'-0"Setback4'-0"Setback 4'-0" Setback 15'-0" Setback2'-0"Roof PlanSCALE: 1/4" = 1'-0"ROOFPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A3.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -ROOF LEGENDROOF KEY NOTES1 FIRE-RETARDANT WOOD SHINGLESBY:FSR TREATMENT INC. ESR-1410No. 1 GRADE WESTERN RED SHINGLESCOMPLYING WITH IBC SECTION 1508.9.6AND SECTION 4.1 OF THE ESR-1410 REPORTOVER SOLID SHEATHING COVERED WITHONE LAYER OF 14" THICK DENS-DECKROOF BOARD MAUNFACTUREDBY "GEORGIA-PACIFIC CORP".2 BUILT-UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12" MINIMUM SLOPE U.N.O.3 LINE OF BUILDING BELOW4 LINE OF ROOF BELOW5 CHIMNEY CAP, REFER TO DETAIL 3 /D-1.36 DECORATIVE BRICK CAP7 COPPER METAL GUTTER8 COPPER METAL DOWNSPOUTSYMBOLXXDSINDICATES ROOF PITCH ANDDIRECTION OF ROOF SLOPEINDICATES LOCATION OF METALDOWNSPOUT.ROOF PLAN NOTESx : 129 ROOF DRAIN & OVERFLOWBY: THUNDERBIRD PRODUCTS, INC.SEE DETAIL 4 / D1.2ICC - ES REPORT PMG-1212CONNECTED TO SITE DRAINAGE SYSTEMOVERFLOW TO BE PIPED SEPARATELY R903.4.110 PARAPET11 CLOAKED VENT TILESBY:"OHAGIN'S MANUFACTURING, LLC"ICC-ES-REPORT SBCCI-9650A12 BUILT-UP CRICKET 2% MIN13 MANUFACTURED ALUMINUM SKYLIGHTBY:"BABCOCK - DAVIS"MODEL # BA-363014 DECORATIVE LIGHT FIXTURE INDICATES O'HAGIN'S CLOAKED VENTSTANDARD LINE FOR COMPOSITIONSHINGLES OR APPROVED EQUAL.ICC-ES REPORT SBCII-9650ANET FREE AREA 72 SQ. IN.1. CONTRACTOR SHALL VERIFY AREA OF ALLATTIC VENTS WITH MANUFACTURER.2. ALL ROOF SHEATHING EDGES SHALL BEBLOCKED AND NAILED PER STRUCTURALPLANS. IN ADDITION, CONTRACTOR SHALLALSO PROVIDE MIN. BLOCKING AND NAILINGAS REQUIRED BY THE ROOFING MFR.3. PROVIDE CLASS "A" ROOF WITH FIRESTOP TOPREVENT INTRUSION OF FLAMES ANDEMBERS OR 1 LAYER OF No. 72 ASTM CAP SHEET4. PROVIDE NOT LESS THAN 26 GA. GALV. FLASHINGAT ALL VALLEYS AND ROOF TO WALL CONDITIONSOVER No. 72 ASTM CAP SHEET.5. ROOF GUTTERS SHALL BE PROVIDED WITH THEMEANS TO PREVENT ACCUMULATION OFLEAVES AND DEBRIS.6. ATTIC VENTS SHALL MEET THE FOLLOWINGREQUIREMENTS, CBC 1203.27. SPRAY FOAM INSULATION SHALL BE USED FORALL RAFTER BAYS IN VOLUME CEILINGSATTIC VENT OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESHOR OTHER APPROVED MATERIAL WITH 1/16" INCH MINIMUM AND 1/8" INCHMAXIMUM OPENINGATTIC AREA TABULATIONSSQ. IN.1,656SQ. IN. EA. =72.0O'HAGIN ROOF VENT(S)SQ. FT. / =150X 144 =VENTILATION REQUIRED:ATTIC AREA =VENTILATION PROVIDED:(23)2,108ATTIC AREA: 114.052,024SQ. FT.SQ. IN.SQ. IN.420SQ. IN. EA. =140.0GABLE VENT(S) 24"x14"(3)BY LOMANCO OR EQUALTOTAL = 2,076 SQ. IN.HATCHING INDICATES BUILT-UPROOFING, REFER TO DETAILSHATCHING INDICATES ROOFATTIC SPACEPA2019-051 GarageT.O SlabEL.12.70'7'-21 4" 9'-4"HDR EL.31.12'TPL EL.22.70'StorageFamilyBedroom 2Hall8'-11 2"12.42 NGEL.41.63'29'-0"612KitchenT.O SlabEL.13.20'9'-6"T.O.SHTGEL.23.93'12.93 FSCEILING 33.26'HDR EL.21.325'GarageElevatorNatalie'sHallOfficeBa 2Upper12.84 FSANGEL.12.63'Maximum Building HeightAttic10'-8"TPL EL.34.60'Equip.Pool2'-0"2'-6" 2'-0"2'-6" Property Line Property Line 149162121341A717181176257'-21 4"12.42 NGKitchenT.O SlabEL.13.20'CEILING 33.26'8'-11 2"Bath 3Maximum Building HeightGarageBedroom 3Bedroom 4EntryGarageT.O SlabEL.12.70'TPL EL.22.70'12.93 FS9'-6"9'-4"12.84 FSHDR EL.21.325'HDR EL.31.12'T.O.SHTGEL.23.93'EL.41.63'29'-0"ANGEL.12.63'AtticAttic2'-0"2'-6" 2'-0"2'-6" Property Line Property Line 914717251A1B1A18Section "B"SCALE: 1/4" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -Section "A"SCALE: 1/4" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage CeilingFloor / Ceiling Wood Framed Ceiling 16" TJI @ 16" o/c None0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.4781 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WOOD CEDAR SHINGLE SIDING B. BRICK VENEER (WHERE OCCURS) C. WIRE LATH OVER MIN. TWO LAYERS GRADE D BUILDING PAPER. D. PLYWOOD SHEATHING OR SHEAR PANELS (WHERE INDICATED). E. 2X WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 EXPOSED TEAK RAFTER TAIL11 EXPOSED TEAK CORBEL BEAM12 TEAK WINDOW BAY DETAILING13 BUILT-UP WOOD EAVES AND RAKES14 PLYWOOD ROOF SHEATHING15 PLYWOOD DECK SHEATHING16 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.17 INSULATION, SEE TITLE 2418 THIN BRICK VENEER PAINTED WHITESECTION KEY NOTES1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURE12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTPA2019-051 GarageT.O SlabEL.12.70'7'-21 4"HDR EL.21.325'Master WicEL.41.63'8'-11 2"12.42 NGGallery12.58 EG9'-6"KitchenT.O SlabEL.13.20'9'-4"61212.60 FSTPL EL.22.70'CEILING 33.26'HDR EL.31.12'T.O. SHTGEL.23.93'Master29'-0"ANGEL.12.63'Maximum Building HeightAttic10'-8"TPL EL.34.60'Property Line Property Line 2'-0"2'-6" 2'-0"2'-6"1491321A161B418116612KitchenT.O SlabEL.13.20'HDR EL.21.325'12.58 NGStair HallANGEL.12.63'9'-4" 7'-21 4"12.60 FS8'-11 2" 9'-6"GarageT.O SlabEL.12.70'HDR EL.31.12'T.O. SHTGEL.23.93'TPL EL.22.70'CEILING 33.26'12.58 EGLaundryPdrFoyerEntryMech.29'-0"Maximum Building HeightEL.41.63'Attic10'-8"TPL EL.34.60'MechWell2'-0"2'-6" 2'-0"2'-6" Property Line Property Line 149131A17724218121871Section "D"SCALE: 1/4" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -Section "C"SCALE: 1/4" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage CeilingFloor / Ceiling Wood Framed Ceiling 16" TJI @ 16" o/c None0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.4781 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WOOD CEDAR SHINGLE SIDING B. BRICK VENEER (WHERE OCCURS) C. WIRE LATH OVER MIN. TWO LAYERS GRADE D BUILDING PAPER. D. PLYWOOD SHEATHING OR SHEAR PANELS (WHERE INDICATED). E. 2X WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 EXPOSED TEAK RAFTER TAIL11 EXPOSED TEAK CORBEL BEAM12 TEAK WINDOW BAY DETAILING13 BUILT-UP WOOD EAVES AND RAKES14 PLYWOOD ROOF SHEATHING15 PLYWOOD DECK SHEATHING16 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.17 INSULATION, SEE TITLE 2418 THIN BRICK VENEER PAINTED WHITESECTION KEY NOTES1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURE12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTPA2019-051 TPL EL.22.70'Bedroom 3ANGEL.12.63'HDR EL.21.325'CEILING 33.26'9'-4"ElevatorMaster Bath9'-6"12T.O.SHTGEL.23.93'KitchenT.O SlabEL.13.20'Billiards8'-11 2"00.00 FSHDR EL.21.325'KitchenT.O SlabEL.13.20'KitchenT.O SlabEL.13.20'7'-21 4" 9'-6"Master SuiteANGEL.12.63'TPL EL.31.72'HDR EL.31.12'8'-112"TPL EL.22.70'29'-0"7'-214"Stair HallLivingHallT.O. SHTGEL.23.93'HDR EL.31.12'6.156.57'-912" 29'-0"12Master WicBedroom 2GarageLaundryTPL EL.34.60'9'-4"TPL EL.34.60'10'-8"CEILING 33.26'10'-8"Maximum Building HeightEL.41.63'2'-0"2'-6"9142643D3E3C12121721613161314973A4512.42 NGKitchenT.O SlabEL.13.20'CEILING 33.26'8'-112"Maximum Building HeightTPL EL.22.70'12.93 FS9'-6"12.84 FSHDR EL.21.325'HDR EL.31.12'T.O.SHTGEL.23.93'EL.41.63'ANGEL.12.63'AtticProperty Line Property Line 2'-0"2'-6"MasterBathMasterSuite29'-0"7'-214"9'-4"LivingCovered Porch9141776241B1BSection "F"SCALE: 1/4" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.3SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -Section "E"SCALE: 1/4" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage CeilingFloor / Ceiling Wood Framed Ceiling 16" TJI @ 16" o/c None0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.4781 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WOOD CEDAR SHINGLE SIDING B. BRICK VENEER (WHERE OCCURS) C. WIRE LATH OVER MIN. TWO LAYERS GRADE D BUILDING PAPER. D. PLYWOOD SHEATHING OR SHEAR PANELS (WHERE INDICATED). E. 2X WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 EXPOSED TEAK RAFTER TAIL11 EXPOSED TEAK CORBEL BEAM12 TEAK WINDOW BAY DETAILING13 BUILT-UP WOOD EAVES AND RAKES14 PLYWOOD ROOF SHEATHING15 PLYWOOD DECK SHEATHING16 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.17 INSULATION, SEE TITLE 2418 THIN BRICK VENEER PAINTED WHITESECTION KEY NOTES1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURE12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTPA2019-051 KitchenT.O SlabEL.13.20'Master SuiteTPL EL.31.72'6.15Bedroom 49'-6"7'-214"HDR EL.21.325'ANGEL.12.63'TPL EL.22.70'T.O.SHTGEL.23.93'8'-112"7'-912"1229'-0"6.5Ba 4HDR EL.31.12'8'-11 2"00.00 FSKitchenCovered Porch9'-4"Entry VestibuleTPL EL.22.70'7'-21 4"KitchenT.O SlabEL.13.20'9'-6"KitchenT.O SlabEL.13.20'12.93 FSGarageT.O SlabEL.12.70'HDR EL.21.325'CEILING 33.26'12ANGEL.12.63'T.O. SHTGEL.23.93'29'-0"HDR EL.31.12'TPL EL.34.60'TPL EL.34.60'10'-8" 10'-8"Maximum Building HeightEL.41.63'2'-0"2'-6"181216131314941723A29141671B181283201761281320651273181713Bedroom 4Master SuiteNatalie'sUpper FamilyWicOfficeTPL EL.22.70'KitchenT.O SlabEL.13.20'7'-912"HDR EL.31.12'KitchenT.O SlabEL.13.20'7'-21 4" 7'-214"HDR EL.21.325'EL. 41.63'T.O. SHTG EL.23.93'KitchenT.O SlabEL.13.20'TPL EL.31.72'6.151212T.O. Skylight000.000'GarageCEILING 33.26'29'-0"KitchenT.O SlabEL.13.20'HDR EL.21.325'TPL EL.22.70'HDR EL.31.12'9'-6" 8'-11 2"T.O.SHTGEL.23.93'6.59'-6" 9'-4"Maximum Building Height8'-112"ANGEL.12.63'TPL EL.34.60'10'-8" 10'-8"TPL EL.34.60'2'-0"2'-6"161314916271745121B12161B1A13149164122TPL EL.31.72'7'-91 2"Section "H"SCALE: 1/4" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.4SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -Section "G"SCALE: 1/4" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage CeilingFloor / Ceiling Wood Framed Ceiling 16" TJI @ 16" o/c None0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.4781 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WOOD CEDAR SHINGLE SIDING B. BRICK VENEER (WHERE OCCURS) C. WIRE LATH OVER MIN. TWO LAYERS GRADE D BUILDING PAPER. D. PLYWOOD SHEATHING OR SHEAR PANELS (WHERE INDICATED). E. 2X WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 EXPOSED TEAK RAFTER TAIL11 EXPOSED TEAK CORBEL BEAM12 TEAK WINDOW BAY DETAILING13 BUILT-UP WOOD EAVES AND RAKES14 PLYWOOD ROOF SHEATHING15 PLYWOOD DECK SHEATHING16 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.17 INSULATION, SEE TITLE 2418 THIN BRICK VENEER PAINTED WHITESECTION KEY NOTES1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURE12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTPA2019-051 KitchenT.O SlabEL.13.20'T.O. SHTGEL.23.93'KitchenT.O SlabEL.13.20'12.42 NG12.84 FSCEILING 33.26'9'-6"ANGEL.12.63'GarageT.O SlabEL.12.70'7'-21 4" 9'-4"8'-11 2"HDR EL.31.12'TPL EL.22.70'HDR EL.21.325'12.93 FS29'-0"Maximum Building HeightEL.41.63'10'-8"TPL EL.34.60'2'-0"2'-6" 2'-0"2'-6" Property Line Property Line112214201265 181312815236'-0"1720915710207'-91 2"TPL EL.31.72'126.5126.15EL.41.63'12.68 FSKitchenT.O SlabEL.13.20'CEILING 33.26'9'-4"8'-11 2" 29'-0"HDR EL.21.325'9'-6"HDR EL.31.12'7'-21 4"KitchenT.O SlabEL.13.20'T.O.SHTGEL.23.93'GarageT.O SlabEL.12.70'TPL EL.22.70'10'-8"TPL EL.34.60'EL.41.63'ANGEL.12.63'Maximum Building Height2'-0"2'-6"1185313612178171312112831212698108775520Left Side ElevationSCALE: 1/4" = 1'-0"BUILDINGELEVATIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -SCALE: 1/4" = 1'-0"ELEVATION NOTESROOFING MATERIAL:EXTERIOR FINISH: WHITE PAINTED CEDAR SHINGLES SIDINGBRICK VENEER: APPLIED 3/4" - 2" THICK CUT BRICK VENEERBY BORAL STONE PRODUCTS OR APPROVEDEQUAL, ICC REPORT No. ESR-1364PAINTED WHITE WITH FLUSH GROUTBUILDING PAPER: PROVIDE A MINIMUM OF TWO LAYERS OFGRADE "D" PAPER OVER ALL WOOD BASEDSHEATHING. AND UNDER ALL GROUT BASEMASONRY VENEERS. C.B.C. SECTION 1402.1FIRE-RETARDANT-TREATED WOOD SHINGLESARE PRODUCED FROM NO.1 GRADE WESTERNNo. 1 GRADE WESTERN RED CEDAR SHINGLESCOMPLYING WITH IBC SECTION 1507.9.6, FSRTREATMENT, INC. ESR-1410 "CLASS B" TREATEDWOOD SHINGLES MUST BE INSTALLED IN ACCORDANCEWITH SECTION 4.1 OF THE ESR-1410 REPORT, OVERSOLID SHEATHING COVERED WITH ONE LAYER OF1/4 " THICK DENS-DECK ROOF BOARD MANUFACTUREDBY GEORGIA PACIFIC CORP. (CLASS "A" ROOF)BUILT-UP ROOF (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING2% MINIMUM SLOPE U.N.O.DOORS / WINDOWS: WOOD WINDOWS AND DOORSBY: -PAINTEDCOLOR: WHITEVAPOR BARRIER: PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRETIONS INCLUDING DOORS, WINDOWSAND VETS PER DETAILS.GUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERWITH 3" ROUND DOWNSPOUTBUILT-UP EAVES,AND RAKES:PAINTEDCOLOR: WHITEGARAGE DOORS& GATES:PAINTEDCOLOR: WHITEDOORS / WINDOWS: STEEL WINDOWS AND DOORSBY: -FACTORY FINISHCOLOR: OILED RUBBED BRONZE FINISHCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2'-0" HIGHERTHAN ANY PORTION OF THE BUILDING WITHIN10'-0", BUT SHALL NOT BE LESS THAN 3'-0" ABOVETHE HIGHEST POINT WHERE THE CHIMNEYPASSES THROUGH THE ROOF.ADDRESS:ADDRESSES SHALL BE PLAINLY VISIBLE ANDLEGIBLE FROM THE STREET FRONTING THEPROPERTY. ADDRESS NUMBERS SHALL BE 4INCHES IN HEIGHT, 1/2" MINIMUM STROKE WIDTHAND OF CONTRASTING COLOR TO THEIRBACKGROUND. R319.1 CRC.1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURETHE MINIMUM REQUIRED TOP OF SLAB ELEVATION FORINTERIOR LIVING AREAS OF ALL NEW STRUCTURESSHALL BE AT LEAST 9.00 (NAVD 88). THE HEIGHT OF APRINCIPAL STRUCTURE SHALL BE MEASURED FROM THEMINIMUM REQUIRED TOP OF SLAB ELEVATION.NOTE:ALL PRIVATE IMPROVEMENTS IN THE SOUTH BAY FRONTRIGHT -OF WAY REQUIRE AN ENCROACHMENTAGREEMENT WITH THE PUBLIC WORKS DEPARTMENTPER COUNCIL POLICY L-6FOUNDATION: FOUNDATION WATERPROOFING. THE TOPELEVATION OF THE CONCRETE PERIMETER WALLOF THE FOUNDATION SHALL BE SET AT A MINIMUMELEVATION OF 9.5 FEET NAVD88 TOACCOMMODATE A POTENTIAL RISE IN SEA LEVEL.SEA LEVEL RISE: ADAPTATION MEASURES TO MINIMIZE HAZARDSOF LIFE AND PROPERTY FROM POTENTIALFLOODING FROM SEA LEVEL RISE TO INCLUDEFLOOD PROOFING THE FIRST FLOOR AND SANDBAG BARRIERS LOCATED AT THE DOORLOCATIONS.12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTFront ElevationPA2019-051 TPL EL.22.70'HDR EL.31.12'9'-6"12.68 FS9'-4"8'-11 2" 29'-0"EL.41.63'T.O. SHTGEL.23.93'CEILING 33.26'KitchenT.O SlabEL.13.20'HDR EL.21.325'7'-21 4"Maximum Building HeightTPL EL.34.60'10'-8" 2'-0"2'-6" 2'-0"2'-6" Property Line Property Line 18151031217128201317131697'-91 2"TPL EL.31.72'12126.158'-11 2"KitchenT.O SlabEL.13.20'HDR EL.31.12'6.5EL.41.63'T.O.SHTGEL.23.93'9'-6"ANGEL.12.63'TPL EL.22.70'HDR EL.21.325'7'-21 4" 29'-0" 9'-4"KitchenT.O SlabEL.13.20'CEILING 33.26'TPL EL.34.60'10'-8"Maximum Building Height1561221183101289176121213121266171089202'-0"2'-6"557Right Side ElevationSCALE: 1/4" = 1'-0"BUILDINGELEVATIONSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-ELEVO:\2018-PROJECTS\18001\CD\18001-PLN-ELEV February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -SCALE: 1/4" = 1'-0"ELEVATION NOTESROOFING MATERIAL:EXTERIOR FINISH: WHITE PAINTED CEDAR SHINGLES SIDINGBRICK VENEER: APPLIED 3/4" - 2" THICK CUT BRICK VENEERBY BORAL STONE PRODUCTS OR APPROVEDEQUAL, ICC REPORT No. ESR-1364PAINTED WHITE WITH FLUSH GROUTBUILDING PAPER: PROVIDE A MINIMUM OF TWO LAYERS OFGRADE "D" PAPER OVER ALL WOOD BASEDSHEATHING. AND UNDER ALL GROUT BASEMASONRY VENEERS. C.B.C. SECTION 1402.1FIRE-RETARDANT-TREATED WOOD SHINGLESARE PRODUCED FROM NO.1 GRADE WESTERNNo. 1 GRADE WESTERN RED CEDAR SHINGLESCOMPLYING WITH IBC SECTION 1507.9.6, FSRTREATMENT, INC. ESR-1410 "CLASS B" TREATEDWOOD SHINGLES MUST BE INSTALLED IN ACCORDANCEWITH SECTION 4.1 OF THE ESR-1410 REPORT, OVERSOLID SHEATHING COVERED WITH ONE LAYER OF1/4 " THICK DENS-DECK ROOF BOARD MANUFACTUREDBY GEORGIA PACIFIC CORP. (CLASS "A" ROOF)BUILT-UP ROOF (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING2% MINIMUM SLOPE U.N.O.DOORS / WINDOWS: WOOD WINDOWS AND DOORSBY: -PAINTEDCOLOR: WHITEVAPOR BARRIER: PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRETIONS INCLUDING DOORS, WINDOWSAND VETS PER DETAILS.GUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERWITH 3" ROUND DOWNSPOUTBUILT-UP EAVES,AND RAKES:PAINTEDCOLOR: WHITEGARAGE DOORS& GATES:PAINTEDCOLOR: WHITEDOORS / WINDOWS: STEEL WINDOWS AND DOORSBY: -FACTORY FINISHCOLOR: OILED RUBBED BRONZE FINISHCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2'-0" HIGHERTHAN ANY PORTION OF THE BUILDING WITHIN10'-0", BUT SHALL NOT BE LESS THAN 3'-0" ABOVETHE HIGHEST POINT WHERE THE CHIMNEYPASSES THROUGH THE ROOF.ADDRESS:ADDRESSES SHALL BE PLAINLY VISIBLE ANDLEGIBLE FROM THE STREET FRONTING THEPROPERTY. ADDRESS NUMBERS SHALL BE 4INCHES IN HEIGHT, 1/2" MINIMUM STROKE WIDTHAND OF CONTRASTING COLOR TO THEIRBACKGROUND. R319.1 CRC.1WOOD SHINGLE ROOF2GUTTER / DOWNSPOUT34WOOD TRIM DETAILING PAINTED WHITE5TEAK CORBEL678910ELEVATION KEY NOTES1113141617BUILT-UP WOOD EAVES AND RAKES1922TEAK RAFTER TAILSWOOD CEDAR SHINGLE SIDING PAINTED WHITE WOOD GARAGE DOORWOOD SHUTTERWOOD DOOR / WINDOWSTEEL DOOR / WINDOWDECORATIVE LIGHT FIXTURETHE MINIMUM REQUIRED TOP OF SLAB ELEVATION FORINTERIOR LIVING AREAS OF ALL NEW STRUCTURESSHALL BE AT LEAST 9.00 (NAVD 88). THE HEIGHT OF APRINCIPAL STRUCTURE SHALL BE MEASURED FROM THEMINIMUM REQUIRED TOP OF SLAB ELEVATION.NOTE:ALL PRIVATE IMPROVEMENTS IN THE SOUTH BAY FRONTRIGHT -OF WAY REQUIRE AN ENCROACHMENTAGREEMENT WITH THE PUBLIC WORKS DEPARTMENTPER COUNCIL POLICY L-6FOUNDATION: FOUNDATION WATERPROOFING. THE TOPELEVATION OF THE CONCRETE PERIMETER WALLOF THE FOUNDATION SHALL BE SET AT A MINIMUMELEVATION OF 9.5 FEET NAVD88 TOACCOMMODATE A POTENTIAL RISE IN SEA LEVEL.SEA LEVEL RISE: ADAPTATION MEASURES TO MINIMIZE HAZARDSOF LIFE AND PROPERTY FROM POTENTIALFLOODING FROM SEA LEVEL RISE TO INCLUDEFLOOD PROOFING THE FIRST FLOOR AND SANDBAG BARRIERS LOCATED AT THE DOORLOCATIONS.12THIN BRICK VENEER PAINTED WHITEDECORATIVE COPPER GABLE VENTBUILDING ADDRESS15WOOD GATE1820CHIMNEY CAP21PLANTER WALL - REFER TO LANDSCAPE PLANSTEAK WINDOW BAY DETAILINGMETAL ROOFBUILT-UP "CLASS A" ROOFWOOD ENTRY DOOR23SKYLIGHTRear ElevationPA2019-051 coatsNatalie'sOffice 9'-3" ClgStorageEntryFoyer 9'-3" ClgKitchen9'-3" ClgPantry 9'-3 Clg3-CarGarage9'-9" ClgConcreteCovered Porch9'-3" ClgLivingRoom9'-3" ClgPdr 8'-0 ClgStorage9'-9" ClgConcreteMech /TrashBinTrashBinTrashBinS GFISGarage DoorOpenerSPBFLV TVAboveMantelGFIFLGFIFLConnect toPhotocellNew Main Service 400 AMPground from UFER to gas tocold water with1/0 AWGPlug forElec. CarVerify locationHB / withShut Off20' Minimum20'-0" MinimumConcrete EncasedElectrodeFLGFIGFIGFISGFIGarage DoorOpenerGarage DoorOpenerS SPBWPPB3 FLFLGFIWPHB3D3DSSSDCM TV D To LightsAboveSDCMS3DS3DS 3D SFLSGFI SONE 3S S SV FLGFIGFIGFISSSSFL3 V3FGV FLFGKEYTVKEYAboveMantelFGGFICWSGFIFG SSSS3DS3D 3D S 3D 3D 3DS3DS3D SS3D 3FL 3FLSFL33WP WPSWPSDS3Provide in Kitchenlocal exhaust systemvented to outdoorswith rate = 100 cfmS4'-4"S 3 FL4'-4"Connect toPhotocellFLElectricalPool Equip.GFISFLFLFLFLFGFGGFIFLFLSDCMVFirst Floor Electrical PlanSCALE: 1/4" = 1'-0"FIRST FLOORELECTRICAL PLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A6.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -ELECTRICAL LEGENDFLKEYF.G.HBSDPBCMPOWERAPPLIANCETVTSS3S4SDSVCLGELECTRICAL PLAN NOTES9. KITCHEN COUNTER CIRCUITS SHALL BE DIVIDED INTOTWO SEPARATE CIRCUITS. ALL SMALL APPLIANCECIRCUIT SHALL BE ON A MIN. 20 AMP. CIRCUIT.REFRIGERATORS CANNOT BE ON EITHER OF THESECIRCUITS, BUT MAY BE ON CIRCUITS WITH THERANGE CLOCK AND/OR HOOD.10. RECESSED FIXTURES - MUST BE RATED FORINSULATION CONTACT (IC-RATED), AIRTIGHT(ASTME283) AND SEALED W/ A GASKET OR CAULKBETWEEN HOUSE AND CEILING ALL HIGH-EFFICACYAND LOW-EFFICACY MUST BE CONTROLLEDSEPARATELY11. GFI RECEPTACLES IN GARAGE OR AT PATIO SHALLNOT BE ON KITCHEN COUNTER CIRCUIT.12. LIGHTS IN CLOTHES CLOSETS TO COMPLY ASFOLLOWS:A. CLOSET LESS THAN 70 SQ. FT. HAVE NOLIGHTING OR CONTROL REQUIREMENTS.B. CLOSET GREAT THAN 70 SQ. FT. EACH ANDEVERY PERMANENTLY INSTALLED LIGHTINGFIXTURE MUST COMPLY WITH THESTANDARDS, BY MEANS OF BEING HIGHEFFICACY, CONTROLLED BY MANUAL-ONOCCUPANCY SENOR, OR CONTROLLED BYA DIMMER.13. FIXTURES USED TO MEET FLUORESCENTREQUIREMENTS SHALL NOT CONTAINMEDIUM-BASED INCANDESCENT LAMP SOCKETS.14. FIXTURES THAT WEIGH MORE THAN 6 POUNDS OREXCEED 16-INCHES IN ANY DIMENSION SHALL NOT BESUPPORTED BY THE SCREW SHELL OF A LAMPHOLDER.15. ALL BATHROOM FANS TO BE 50 CFM'S MINIMUM.PROVIDE A MINIMUM OF FIVE (5) AIR CHANGES PERHOUR.16. SDG&E APPROVAL IS REQUIRED FOR METERLOCATION PRIOR TO INSTALLATION.17. RECEPTACLES SHALL BE INSTALLED SO THAT NOPOINT ALONG THE FLOOR LINE IN ANY WALL SPACEIS MORE THAT 6 FEET, MEASURED HORIZONTALLY,FROM AN OUTLET IN THAT SPACE. RECEPTACLEOUTLETS SHALL, INSOFAR AS PRACTICABLE, BESPACED EQUAL DISTANCES APART. (C.B.C. 210-52)18. MINIMUM OF (1) 20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. CEC 210-11(C)(3).1. ALL ELECTRICAL WORK SHALL BE INCONFORMANCE WITH LOCALLY ADOPTEDBUILDING CODE AND ADMENDMENTS. ALLELECTRICAL WORK SHALL ALSO CONFORMWITH THE LOCAL BUILDING ENERGYEFFICIENCY STANDARDS.2. PROVIDE SERVICE PANEL WITH U.F.E.R.GROUND AND BARE COPPER WIRE BONDED TOUNDERGROUND COLD WATER PIPE.3. PROVIDE RECEPTACLE AND GAS SUPPLY TOFORCED AIR UNIT. PROVIDE A QUICKDISCONNECT AT ALL MECHANICALEQUIPTMENT AND A SERVICE RECEPTACLEWITHIN 25 FEET.4. PROVIDE APPROVED CEILING MOUNTED SMOKEDETECTORS AS SHOWN ON PLAN WITHPERMANENT WIRING AND BATTERY BACK- UP,LOCATED A MIN. OF 3' IN FRONT OF THEKITCHEN SIDE OF THE RETURN AIR GRILL.PROVIDE AN ADDITIONAL DETECTOR NEAR THETOP OF A VAULTED OR HIGH CEILING, IF THEVAULT IS 24" HIGHER THAN THE HALLWAY TOTHE BEDROOMS. DETECTORS SHALL BEINSTALLED A MINIMUM OF 24" FROM ROOMREGISTERS AND SHALL BE INTERCONNECTED.5. G.F.C.I. PROTECTION PER CEC 210.8(A) TO ALL ALL 120 VOLTS, 15 AND 20 AMPRECEPTACLES INSTALLED IN THE FOLLOWING LOCTIONS:A. BATHROOMSB. GARAGES AND ACCESSORY BUILDINGSC. OUTDOORSD. CRAWL SPACESE. UNFINISHED BASEMENTSF. KITCHENS, WHERE THE RECEPTACLESARE INSTALLED TO SERVE THECOUNTERTOPSG. SINKS, LOCATED IN OTHER THANKITCHENS WHERE RECEPTACLES ARELOCATED WITHIN 6 FEET OF THEOUTSIDE EDGE OF THE SINK. (UTILITY,LAUNDRY, WET BARS, ETC.)6. PROVIDE SEPARATE CIRCUITS FOR ALLANTICIPATED LOADS AS REQUIRED BY CODEGREATER THAN 20 AMPS. 7. KITCHEN GENERAL LIGHTING - HIGH EFFICACYOR UP TO 50% OF THE TOTAL WATTAGE CANBE LOW EFFICACY ALL HIGH-EFFICACY ANDLOW-EFFICACY MUST BE CONTROLLEDSEPARATELY 8. BATHROOMS - HIGH EFFICACY OR MANUAL-ONOCCUPANCY SENSOR19. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-11(C)(2)20. PROVIDE A MINIMUM OF 2-20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTERTOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-11(C)(1)21. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TOCONCRETE PLACEMENT.22. ALL STAIRS SHALL HAVE AN ILLUMINATION LEVEL ON TREADS RUNS OF NOT LESS THAN 1 FOOT CANDLE (11 lux) CBC 1205.423. PROVIDE IN KITCHENS LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM. A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTEN OPERATION IS REQUIRED24. SMOKE DETECTORS ARE NOT TO BE LOCATED IN KITCHEN, GARAGE, OR WITHIN 3 FEET FROM DOOR TO KITCHEN OR BATHROOM OR SUPPLY AIR REGISTERS25. ALL DOORS FROM HOUSE TO POOL YARD MUST BE EQUIPPED WITH ALARM OR PROVIDE AN ALTERNATE DROWNING PREVENTION SAFETY FEATURE PER CBC 3109.4.4.226. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTEN OPERATION, BE LISTED AS ENERGY STATE RATED AND CONTROLLED BY A HUMIDITY CONTROL UNLESS EXEMPTED ELSEWHERE DUCTLESS FANS ARE UNACCEPTABLE CBC 1203.4.2.1, CMC T-4-4.27. FOR CFM OF EXHAUST FANS AND SONES LEVELS REFER TO MECHANICAL28. ALL EXHAUST FANS SHALL BE CONTROLLED BY A HUMIDISTAT.29. AIR MOVING EQUIPMENT MUST MEET REQUIREMENTS FOR SOUND OF 1 SONE FOR CONTINUOUS USE, OR 3 SONE FOR INTERMITTENT USE.30. THE FOLLOWING SPECIFICATIONS FOR ELECTRICAL DEVICES INSTALLED IN DWELLINGS: CEC ARTICLE 210 & 406A) RECEPTACLES SHALL BE LISTED AS TAMPER-RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTACLES IN DWELLING UNIT FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS PER CEC SECTION 406.12B) WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS. (OUTSIDE)C) ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION (AFCI) IS REQUIREC FOR ALL 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY, DINING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS PER CEC SECTION 210.12(A)31. DRYER VENT MIN. 4" DIAMETER TO THE OUTSIDE, EQUIPPED WITH ABACK-DRAFT DAMPER. DUCT LENGHT IS LIMITED TO 14' WITH 2ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OT REQUIRED BYTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVEDBY THE BUILDING OFFICAL. (SUBMIT A REQUEST FOR MODIFICATIONS)CMC 504.3.2.2.32. SMOKE DETECTORS AND CARBON MONOXIDE ALARM INACCORDANCE WITH SECTION R315.1 SHALL BE INSTALLED ASFOLLOWS:A. WHERE MORE THAN SMOKE DECTECTOR /CARBON MONOXIDE ALARM IS REQUIRED TO BEINSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BEINTERCONNECTED IN A MANNER THATACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT.B. SMOKE DETECTORS / CARBON MONOXIDEALARMS SHALL RECEIVE THEIR PRIMARYPOWER FROM THE BUILDING WIRING (HARDWIRED) AND SHALL BE EQUIPPED WITH ABATTERY BACK-UP.33. LED LUMINAIRES MUST BE CERTIFIED AND QUALIFIED AS HIGH EFFICACY.34. AT LEAST ONE HIGH EFFICACY LUMINAIRE IN EACH BATHROOM IS REQUIRED. SECTION 150.0(K)35. HIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN TABLE 150-C. BALLASTS FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz.36. ALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN BASED SOCKETS UNLESS ESPECIFICALLY APPROVED BY THE ENERGY COMMISION. [2008 EES 150(k) 1]37. ALL NEW HVAC EQUIPMENT MUST HAVE AN EFFICIENCY RATING OF EER 13 [2008 EES 112]38. ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [2008 EES 150(i)]39. ALL POWER AND LIGHTING OUTLETS IN FAMILY ROOM, PARLORS, LIBRARIES, DEN, BEDROOM, SUNROOMS, RECREATION ROOMS, HALLWAYS AND SIMILAR AREAS ARE TO BE PROTECTED BY A "LISTED AFCI BREAKER". KITCHENS, BATHROOMS AND BASEMENTS ARE EXEMPT FROM THIS REQUIREMENT. [CEC 210.12(A)]40. AT LEAST ONE OUTSIDE WEATHERPROOF 120 VOLT RECEPTACLE OUTLET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH AND LOCATED NOT MORE THAN 6 1/2" FEET ABOVE THEFINISH SURFACE. EXCEPTION: AREAS LESS THE 20 SQUARE FEET ARE NOT REQUIRED TO HAVE A RECEPTACLE INSTALLED. CEC 210.52(E) (3)41. ALL 15- AND 20- AMPERE, 125- AND 250-VOLT NON-LOCKING RECEPTACLES THAT ARE INSTALLED ON THE EXTERIOR OF A DWELLING UNIT AND LOCATED IN DAMP OR WET LOCATIONS, SHALL BE LISTED AS WEATHER-RESISTANT TYPE. [CEC 406.9(A) & (B)]42. ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER, CLOTHES WASHER, DRYER, BUILT-IN HEATER, OR ANY OTHER FIXED APPLIANCE WITH 1/4 H.P. MOTOR OR LARGER, SHALL BE ON A SEPARATE #12 AWG WIRE BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP INDICATING-TYPE SWITCH. [ CEC 210.23 & 220]43. RECESSED LIGHTING INSTALLED IN AN INSULATED CEILING SHALL BE:A. LISTED AS AT/ICB. SEALED AND/OR CONTAIN A GASKETC. RECESSED FIXTURES INSTALLED IN A RATED CEILINGSHALL HAVE A SECONDARY RATED ASSEMBLY EQUALTO THE RATING PENETRATING.44. OUTDOOR RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT PER SECTION 406.9(B)(1).45. DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH AN APPROVED POOL ALARM OR APPROVED BARRIER PER CITY POOL ORDINANCE.46. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS,REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING AVALUATION IN EXCESS OF $1,000, OR WHEN ONE OR MORE SLEEPINGROOMS ARE ADDED OR CREATED, THE ENTIRE DWELLING SHALLPROVIDED WITH DECTECTORS LOCATED AS REQUIRED FOR A NEWDWELLING. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWINGLOCATIONS:A. IN EACH SLEEPING ROOMB. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOMSC. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDINGBASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDINGCRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS ORDWELLING UNITS WITH SPLIT LEVELS AND WITHOUT ANINTERVENING DOOR BETWEEN THE ADJACENT LEVELS, ASMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALLSUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THATTHE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOWTHE UPPER LEVELD. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BEINSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARMDEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THATTHE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THEALARMS IN THE INDIVIDUAL UNIT.47. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS,REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING AVALUATION IN EXCESS OF $1,000, AN APPROVED CARBON MONOXIDEALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPINGUNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED ANDIN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BEPROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCEWITH SECTION R315.1.A. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THESPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICHTHE PERMIT WAS OBTAINED. CARBON MONOXIDE ALARMSREQUIRED BE SECTION R315.1 AND R315.2 SHALL BE INSTALLEDIN THE FOLLOWING LOCATIONS:B. OUTSIDE OF EACH SEPARATE DWELLING UNIIT SLEEPING AREAIN THE IMMEDIATE VICINITY OF THE BEDROOM(S)C. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTSD. WHERE MORE THAN ONE CARBON MONOXIDE ALARM ISREQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTEDIN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT48. CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALLCOMPLY WITH BOTH SECTIONS R314 AND SECTION R315, ALL APPLICABLESTANDARDS, AND REQUIREMENTS FOR LISTINGS AND APPROVAL BYTHE OFFICE OF THE STATE FIRE MARSHAL, FOR SMOKE ALARMS49. UTILITY SERVICE TO BE UNDERGROUND WHEN THE PROPERTY ISDEVELOPED WITH A NEW OR RE-LOCATED MAIN BUILDING ORALTERATIONS EXCEED 50% OF VALUE AND/OR AREA OF THEEXISTING BUILDINGMINIMUM WHOLE BUILDING MECHANICAL VENTILATION(THE FOLLOWING INFORMATION AND CALCULATIONS ARE PER ASHRAE 62.2 RESIDENTIAL INDOOR AIR QUALITYAND MECHANICAL VENTILATION REPORT - REFER TO REPORT FOR MORE INFORMATION)CONTINUOUS VENTILATION CALCULATION: (MIN. AIRFLOW MEASURED @ 0.25" FOR CONTINUOUS OPERATION)(CFA / 100) + 7.5 (# OF BEDROOMS + 1) = VENTILATION RATE (MINIMUM CFM @ 0.25")WHOLE BUILDING VENTILATION SYSTEM SUMMARYALL LOW-RISE RESIDENTIAL BUILDING ARE REQUIRED TO HAVE A VENTILATION SYSTEM AND SATISFY OTHER REQUIREMENTSTO ACHIEVE ACCEPTABLE INDOOR AIR QUALITY (IAQ). THE ENERGY COMMISSION ADOPTED THE REQUIREMENTS OF ASHRAESTANDARD 62.2-2007, EXCEPT THAT OPENING AND CLOSING WINDOWS (ALTHOUGH PERMITTED BY ASHRAE) IS NOT ANACCEPTABLE OPTION FOR PROVIDING WHOLE-BUILDING VENTILATION IN CALIFORNIA.THE FOLLOWING BULLET POINTS SUMMARIZE THE KEY REQUIREMENTS FOR MOST RESIDENCE:1. A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED.2. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST SYSTEMS VENTED TO THE OUTDOORS.3. CLOTHES DRYERS SHALL BE VENTED TO THE OUTDOORS.4. VENTILATION AIR SHALL COME FROM OUTDOORS AND SHALL NOT BE TRANSFERRED FROM THE ADJACENT DWELLING UNITS, GARAGES OR CRAWL SPACES.5. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.6. COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING.7. THE WALL AND OPENINGS BETWEEN THE HOUSE AND THE GARAGE SHALL BE SEALED.8. HABITABLE ROOMS SHALL HAVE WINDOWS WITH A VETILAION AREA OF AT LEAST 4% OF THE FLOOR AREA.9. MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT APPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 6 FILTERS OR BETTER.10. AIR INLET (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN CONTAMINANTS.11. AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE BUILDING VENTILATION REQUIREMENTS OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND:A. ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.B. INTERMITTENTLY OPERATED WHOLE BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAXIMUM OF 3.0 SONE.D. REMOTELY OPERATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED TO MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL.12. A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 100 CFM IS REQUIRED FOR THE KITCHEN RANGE HOOD AND A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 50 CFM IS REQUIRED FOR THE BATH FAN.HOUSE VENTILATION RATE (CFM) = 4,909 / 100 + 7.5 x 4+1) = cfm49.09 + 37.5 = 86.59 cfmREQUIRED:PA2019-051 Bedroom 39'-4" ClgBedroom 29'-4" ClgBa 38'-0" ClgWic9'-4" ClgWic9'-4" ClgMaster Gallery9'-4" ClgBedroom 49'-4" ClgUpperFamily8'-0" ClgBa 28'-0" ClgLaundry9'-4" ClgWic9'-4" ClgBa 48'-0" ClgHall9'-4" ClgMaster SuiteVolumeClgMaster Bath9'-4" ClgWic9'-4" ClgTo LEDCabinetLightsSDCMSLEDGFIS Dryer vent to outside airRefer to Electrical Plannote 31.GFIsone 3LEDLEDSSSSSLEDGFISS sone 3SGFILEDS sone 3LEDSGFILEDLEDLED sone 3SSS SGFIGFISGFIGFIGFISS TV V 3D 3D S3D SSDCMS3D3DS STVS3DSwitchBelow3DSDCMS 3D SDCMSDCMSDCMTV SDS SSTVS D DDDSTVV SV VTVTVVSFG GFID V FL/WPVWhole House Ventilationfan, see Whole BuildingVentilation systemsummaryV V SFL/WPV SFL/WPVFL/WPAt Attic Provide:- 110 outlet- Light w/SwitchSDCMConnect toPhotocellS Stair treadLights Typ.SSConnect toPhotocellS3DS3DVSSecond Floor Electrical PlanSCALE: 1/4" = 1'-0"SECOND FLOORELECTRICAL PLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A6.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -ELECTRICAL LEGENDFLKEYF.G.HBSDPBCMPOWERAPPLIANCETVTSS3S4SDSVCLGELECTRICAL PLAN NOTES9. KITCHEN COUNTER CIRCUITS SHALL BE DIVIDED INTOTWO SEPARATE CIRCUITS. ALL SMALL APPLIANCECIRCUIT SHALL BE ON A MIN. 20 AMP. CIRCUIT.REFRIGERATORS CANNOT BE ON EITHER OF THESECIRCUITS, BUT MAY BE ON CIRCUITS WITH THERANGE CLOCK AND/OR HOOD.10. RECESSED FIXTURES - MUST BE RATED FORINSULATION CONTACT (IC-RATED), AIRTIGHT(ASTME283) AND SEALED W/ A GASKET OR CAULKBETWEEN HOUSE AND CEILING ALL HIGH-EFFICACYAND LOW-EFFICACY MUST BE CONTROLLEDSEPARATELY11. GFI RECEPTACLES IN GARAGE OR AT PATIO SHALLNOT BE ON KITCHEN COUNTER CIRCUIT.12. LIGHTS IN CLOTHES CLOSETS TO COMPLY ASFOLLOWS:A. CLOSET LESS THAN 70 SQ. FT. HAVE NOLIGHTING OR CONTROL REQUIREMENTS.B. CLOSET GREAT THAN 70 SQ. FT. EACH ANDEVERY PERMANENTLY INSTALLED LIGHTINGFIXTURE MUST COMPLY WITH THESTANDARDS, BY MEANS OF BEING HIGHEFFICACY, CONTROLLED BY MANUAL-ONOCCUPANCY SENOR, OR CONTROLLED BYA DIMMER.13. FIXTURES USED TO MEET FLUORESCENTREQUIREMENTS SHALL NOT CONTAINMEDIUM-BASED INCANDESCENT LAMP SOCKETS.14. FIXTURES THAT WEIGH MORE THAN 6 POUNDS OREXCEED 16-INCHES IN ANY DIMENSION SHALL NOT BESUPPORTED BY THE SCREW SHELL OF A LAMPHOLDER.15. ALL BATHROOM FANS TO BE 50 CFM'S MINIMUM.PROVIDE A MINIMUM OF FIVE (5) AIR CHANGES PERHOUR.16. SDG&E APPROVAL IS REQUIRED FOR METERLOCATION PRIOR TO INSTALLATION.17. RECEPTACLES SHALL BE INSTALLED SO THAT NOPOINT ALONG THE FLOOR LINE IN ANY WALL SPACEIS MORE THAT 6 FEET, MEASURED HORIZONTALLY,FROM AN OUTLET IN THAT SPACE. RECEPTACLEOUTLETS SHALL, INSOFAR AS PRACTICABLE, BESPACED EQUAL DISTANCES APART. (C.B.C. 210-52)18. MINIMUM OF (1) 20 AMP CIRCUIT FOR BATHROOM(S) OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. CEC 210-11(C)(3).1. ALL ELECTRICAL WORK SHALL BE INCONFORMANCE WITH LOCALLY ADOPTEDBUILDING CODE AND ADMENDMENTS. ALLELECTRICAL WORK SHALL ALSO CONFORMWITH THE LOCAL BUILDING ENERGYEFFICIENCY STANDARDS.2. PROVIDE SERVICE PANEL WITH U.F.E.R.GROUND AND BARE COPPER WIRE BONDED TOUNDERGROUND COLD WATER PIPE.3. PROVIDE RECEPTACLE AND GAS SUPPLY TOFORCED AIR UNIT. PROVIDE A QUICKDISCONNECT AT ALL MECHANICALEQUIPTMENT AND A SERVICE RECEPTACLEWITHIN 25 FEET.4. PROVIDE APPROVED CEILING MOUNTED SMOKEDETECTORS AS SHOWN ON PLAN WITHPERMANENT WIRING AND BATTERY BACK- UP,LOCATED A MIN. OF 3' IN FRONT OF THEKITCHEN SIDE OF THE RETURN AIR GRILL.PROVIDE AN ADDITIONAL DETECTOR NEAR THETOP OF A VAULTED OR HIGH CEILING, IF THEVAULT IS 24" HIGHER THAN THE HALLWAY TOTHE BEDROOMS. DETECTORS SHALL BEINSTALLED A MINIMUM OF 24" FROM ROOMREGISTERS AND SHALL BE INTERCONNECTED.5. G.F.C.I. PROTECTION PER CEC 210.8(A) TO ALL ALL 120 VOLTS, 15 AND 20 AMPRECEPTACLES INSTALLED IN THE FOLLOWING LOCTIONS:A. BATHROOMSB. GARAGES AND ACCESSORY BUILDINGSC. OUTDOORSD. CRAWL SPACESE. UNFINISHED BASEMENTSF. KITCHENS, WHERE THE RECEPTACLESARE INSTALLED TO SERVE THECOUNTERTOPSG. SINKS, LOCATED IN OTHER THANKITCHENS WHERE RECEPTACLES ARELOCATED WITHIN 6 FEET OF THEOUTSIDE EDGE OF THE SINK. (UTILITY,LAUNDRY, WET BARS, ETC.)6. PROVIDE SEPARATE CIRCUITS FOR ALLANTICIPATED LOADS AS REQUIRED BY CODEGREATER THAN 20 AMPS. 7. KITCHEN GENERAL LIGHTING - HIGH EFFICACYOR UP TO 50% OF THE TOTAL WATTAGE CANBE LOW EFFICACY ALL HIGH-EFFICACY ANDLOW-EFFICACY MUST BE CONTROLLEDSEPARATELY 8. BATHROOMS - HIGH EFFICACY OR MANUAL-ONOCCUPANCY SENSOR19. PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. CEC 210-11(C)(2)20. PROVIDE A MINIMUM OF 2-20 AMP SMALL APPLIANCE CIRCUITS FOR THE KITCHEN COUNTERTOPS. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. CEC 210-11(C)(1)21. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TOCONCRETE PLACEMENT.22. ALL STAIRS SHALL HAVE AN ILLUMINATION LEVEL ON TREADS RUNS OF NOT LESS THAN 1 FOOT CANDLE (11 lux) CBC 1205.423. PROVIDE IN KITCHENS LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM. A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTEN OPERATION IS REQUIRED24. SMOKE DETECTORS ARE NOT TO BE LOCATED IN KITCHEN, GARAGE, OR WITHIN 3 FEET FROM DOOR TO KITCHEN OR BATHROOM OR SUPPLY AIR REGISTERS25. ALL DOORS FROM HOUSE TO POOL YARD MUST BE EQUIPPED WITH ALARM OR PROVIDE AN ALTERNATE DROWNING PREVENTION SAFETY FEATURE PER CBC 3109.4.4.226. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTEN OPERATION, BE LISTED AS ENERGY STATE RATED AND CONTROLLED BY A HUMIDITY CONTROL UNLESS EXEMPTED ELSEWHERE DUCTLESS FANS ARE UNACCEPTABLE CBC 1203.4.2.1, CMC T-4-4.27. FOR CFM OF EXHAUST FANS AND SONES LEVELS REFER TO MECHANICAL28. ALL EXHAUST FANS SHALL BE CONTROLLED BY A HUMIDISTAT.29. AIR MOVING EQUIPMENT MUST MEET REQUIREMENTS FOR SOUND OF 1 SONE FOR CONTINUOUS USE, OR 3 SONE FOR INTERMITTENT USE.30. THE FOLLOWING SPECIFICATIONS FOR ELECTRICAL DEVICES INSTALLED IN DWELLINGS: CEC ARTICLE 210 & 406A) RECEPTACLES SHALL BE LISTED AS TAMPER-RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTACLES IN DWELLING UNIT FAMILY, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS PER CEC SECTION 406.12B) WEATHER RESISTANT TYPE FOR RECEPTACLES INSTALLED IN DAMP OR WET LOCATIONS. (OUTSIDE)C) ARC-FAULT CIRCUIT-INTERRUPTER PROTECTION (AFCI) IS REQUIREC FOR ALL 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS IN DWELLING UNIT FAMILY, DINING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS AND AREAS PER CEC SECTION 210.12(A)31. DRYER VENT MIN. 4" DIAMETER TO THE OUTSIDE, EQUIPPED WITH ABACK-DRAFT DAMPER. DUCT LENGHT IS LIMITED TO 14' WITH 2ELBOWS. OTHER LENGTHS OR SIZES AS PERMITTED OT REQUIRED BYTHE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND APPROVEDBY THE BUILDING OFFICAL. (SUBMIT A REQUEST FOR MODIFICATIONS)CMC 504.3.2.2.32. SMOKE DETECTORS AND CARBON MONOXIDE ALARM INACCORDANCE WITH SECTION R315.1 SHALL BE INSTALLED ASFOLLOWS:A. WHERE MORE THAN SMOKE DECTECTOR /CARBON MONOXIDE ALARM IS REQUIRED TO BEINSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BEINTERCONNECTED IN A MANNER THATACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT.B. SMOKE DETECTORS / CARBON MONOXIDEALARMS SHALL RECEIVE THEIR PRIMARYPOWER FROM THE BUILDING WIRING (HARDWIRED) AND SHALL BE EQUIPPED WITH ABATTERY BACK-UP.33. LED LUMINAIRES MUST BE CERTIFIED AND QUALIFIED AS HIGH EFFICACY.34. AT LEAST ONE HIGH EFFICACY LUMINAIRE IN EACH BATHROOM IS REQUIRED. SECTION 150.0(K)35. HIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN TABLE 150-C. BALLASTS FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 kHz.36. ALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN BASED SOCKETS UNLESS ESPECIFICALLY APPROVED BY THE ENERGY COMMISION. [2008 EES 150(k) 1]37. ALL NEW HVAC EQUIPMENT MUST HAVE AN EFFICIENCY RATING OF EER 13 [2008 EES 112]38. ALL HEATING SYSTEMS SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [2008 EES 150(i)]39. ALL POWER AND LIGHTING OUTLETS IN FAMILY ROOM, PARLORS, LIBRARIES, DEN, BEDROOM, SUNROOMS, RECREATION ROOMS, HALLWAYS AND SIMILAR AREAS ARE TO BE PROTECTED BY A "LISTED AFCI BREAKER". KITCHENS, BATHROOMS AND BASEMENTS ARE EXEMPT FROM THIS REQUIREMENT. [CEC 210.12(A)]40. AT LEAST ONE OUTSIDE WEATHERPROOF 120 VOLT RECEPTACLE OUTLET INSTALLED WITHIN THE PERIMETER OF THE BALCONY, DECK OR PORCH AND LOCATED NOT MORE THAN 6 1/2" FEET ABOVE THEFINISH SURFACE. EXCEPTION: AREAS LESS THE 20 SQUARE FEET ARE NOT REQUIRED TO HAVE A RECEPTACLE INSTALLED. CEC 210.52(E) (3)41. ALL 15- AND 20- AMPERE, 125- AND 250-VOLT NON-LOCKING RECEPTACLES THAT ARE INSTALLED ON THE EXTERIOR OF A DWELLING UNIT AND LOCATED IN DAMP OR WET LOCATIONS, SHALL BE LISTED AS WEATHER-RESISTANT TYPE. [CEC 406.9(A) & (B)]42. ANY FIXED APPLIANCE SUCH AS DISPOSAL, DISHWASHER, CLOTHES WASHER, DRYER, BUILT-IN HEATER, OR ANY OTHER FIXED APPLIANCE WITH 1/4 H.P. MOTOR OR LARGER, SHALL BE ON A SEPARATE #12 AWG WIRE BRANCH CIRCUIT. EACH DWELLING UNIT SHALL HAVE INSTALLED THEREIN AN INDIVIDUAL DISPOSAL CIRCUIT SUPPLIED WITH MINIMUM #12 AWG WIRE AND A 15 AMP INDICATING-TYPE SWITCH. [ CEC 210.23 & 220]43. RECESSED LIGHTING INSTALLED IN AN INSULATED CEILING SHALL BE:A. LISTED AS AT/ICB. SEALED AND/OR CONTAIN A GASKETC. RECESSED FIXTURES INSTALLED IN A RATED CEILINGSHALL HAVE A SECONDARY RATED ASSEMBLY EQUALTO THE RATING PENETRATING.44. OUTDOOR RECEPTACLES SHALL BE LISTED AS WEATHER RESISTANT PER SECTION 406.9(B)(1).45. DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH AN APPROVED POOL ALARM OR APPROVED BARRIER PER CITY POOL ORDINANCE.46. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS,REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING AVALUATION IN EXCESS OF $1,000, OR WHEN ONE OR MORE SLEEPINGROOMS ARE ADDED OR CREATED, THE ENTIRE DWELLING SHALLPROVIDED WITH DECTECTORS LOCATED AS REQUIRED FOR A NEWDWELLING. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWINGLOCATIONS:A. IN EACH SLEEPING ROOMB. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATEVICINITY OF THE BEDROOMSC. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDINGBASEMENTS AND HABITABLE ATTICS BUT NOT INCLUDINGCRAWL SPACES AND UNINHABITABLE ATTICS. IN DWELLINGS ORDWELLING UNITS WITH SPLIT LEVELS AND WITHOUT ANINTERVENING DOOR BETWEEN THE ADJACENT LEVELS, ASMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALLSUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED THATTHE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOWTHE UPPER LEVELD. WHEN MORE THAN ONE SMOKE ALARM IS REQUIRED TO BEINSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT THE ALARMDEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THATTHE ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THEALARMS IN THE INDIVIDUAL UNIT.47. ALL NEW CONSTRUCTION, INTERIOR OR EXTERIOR ALTERATIONS,REPAIRS, OR ADDITIONS REQUIRING A PERMIT AND HAVING AVALUATION IN EXCESS OF $1,000, AN APPROVED CARBON MONOXIDEALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPINGUNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED ANDIN DWELLING UNITS THAT HAVE ATTACHED GARAGES SHALL BEPROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCEWITH SECTION R315.1.A. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THESPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICHTHE PERMIT WAS OBTAINED. CARBON MONOXIDE ALARMSREQUIRED BE SECTION R315.1 AND R315.2 SHALL BE INSTALLEDIN THE FOLLOWING LOCATIONS:B. OUTSIDE OF EACH SEPARATE DWELLING UNIIT SLEEPING AREAIN THE IMMEDIATE VICINITY OF THE BEDROOM(S)C. ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTSD. WHERE MORE THAN ONE CARBON MONOXIDE ALARM ISREQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTEDIN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT48. CARBON MONOXIDE ALARMS COMBINED WITH SMOKE ALARMS SHALLCOMPLY WITH BOTH SECTIONS R314 AND SECTION R315, ALL APPLICABLESTANDARDS, AND REQUIREMENTS FOR LISTINGS AND APPROVAL BYTHE OFFICE OF THE STATE FIRE MARSHAL, FOR SMOKE ALARMS49. UTILITY SERVICE TO BE UNDERGROUND WHEN THE PROPERTY ISDEVELOPED WITH A NEW OR RE-LOCATED MAIN BUILDING ORALTERATIONS EXCEED 50% OF VALUE AND/OR AREA OF THEEXISTING BUILDINGMINIMUM WHOLE BUILDING MECHANICAL VENTILATION(THE FOLLOWING INFORMATION AND CALCULATIONS ARE PER ASHRAE 62.2 RESIDENTIAL INDOOR AIR QUALITYAND MECHANICAL VENTILATION REPORT - REFER TO REPORT FOR MORE INFORMATION)CONTINUOUS VENTILATION CALCULATION: (MIN. AIRFLOW MEASURED @ 0.25" FOR CONTINUOUS OPERATION)(CFA / 100) + 7.5 (# OF BEDROOMS + 1) = VENTILATION RATE (MINIMUM CFM @ 0.25")WHOLE BUILDING VENTILATION SYSTEM SUMMARYALL LOW-RISE RESIDENTIAL BUILDING ARE REQUIRED TO HAVE A VENTILATION SYSTEM AND SATISFY OTHER REQUIREMENTSTO ACHIEVE ACCEPTABLE INDOOR AIR QUALITY (IAQ). THE ENERGY COMMISSION ADOPTED THE REQUIREMENTS OF ASHRAESTANDARD 62.2-2007, EXCEPT THAT OPENING AND CLOSING WINDOWS (ALTHOUGH PERMITTED BY ASHRAE) IS NOT ANACCEPTABLE OPTION FOR PROVIDING WHOLE-BUILDING VENTILATION IN CALIFORNIA.THE FOLLOWING BULLET POINTS SUMMARIZE THE KEY REQUIREMENTS FOR MOST RESIDENCE:1. A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED.2. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST SYSTEMS VENTED TO THE OUTDOORS.3. CLOTHES DRYERS SHALL BE VENTED TO THE OUTDOORS.4. VENTILATION AIR SHALL COME FROM OUTDOORS AND SHALL NOT BE TRANSFERRED FROM THE ADJACENT DWELLING UNITS, GARAGES OR CRAWL SPACES.5. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.6. COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING.7. THE WALL AND OPENINGS BETWEEN THE HOUSE AND THE GARAGE SHALL BE SEALED.8. HABITABLE ROOMS SHALL HAVE WINDOWS WITH A VETILAION AREA OF AT LEAST 4% OF THE FLOOR AREA.9. MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT APPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 6 FILTERS OR BETTER.10. AIR INLET (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN CONTAMINANTS.11. AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE BUILDING VENTILATION REQUIREMENTS OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND:A. ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.B. INTERMITTENTLY OPERATED WHOLE BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAXIMUM OF 3.0 SONE.D. REMOTELY OPERATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED TO MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL.12. A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 100 CFM IS REQUIRED FOR THE KITCHEN RANGE HOOD AND A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 50 CFM IS REQUIRED FOR THE BATH FAN.HOUSE VENTILATION RATE (CFM) = 4,909 / 100 + 7.5 x 4+1) = cfm49.09 + 37.5 = 86.59 cfmREQUIRED:PA2019-051 coatsNatalie'sOffice 9'-3" ClgStorageEntryFoyer 9'-3" ClgKitchen9'-3" ClgPantry 9'-3 Clg3-CarGarage9'-9" ClgConcreteCovered Porch9'-3" ClgLivingRoom9'-3" ClgPdr 8'-0 ClgStorage9'-9" ClgConcreteMech /TrashBinTrashBinTrashBin14" to 10"reducerElectrical10"10"10"10"10"C 12x6150 CFM10"10"16"10"10"4" slurry overround AK ductunder slab typ.14" to 10"reducer14"14"16" to 14"reducer14"14"14"F-112"12"6"6"6"12"10"6"10"14"12"Pool Equip.First Floor Mechanical PlanSCALE: 1/4" = 1'-0"FIRST FLOORMECHANICALPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A7.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -MECHANICAL PLAN NOTES1. ALL BATHROOM FANS TO BE 50 CFM'S MINIMUM. PROVIDE A MINIMUM OF FIVE (5) AIR CHANGESPER HOUR. A MAXIMUM SOUND RATING OF 3 SONEFOR INTERMITTENT OPERATION, BE LISTED AS ENERGYSTATE RATED AND CONTROLLED BY A HUMINDITYCONTROL UNLESS EXEMPTED ELSEWHERE.2. PROVIDE IN KITCHENS LOCAL EXHAUST SYSTEMVENTED TO OUTDOORS WITH RATE = 100 CFM,A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTENTOPERATION IS REQUIRED.3. SMOKE DETECTORS AND CARBON MONOXIDE ALARMIN ACCORDANCE WITH SECTION R315.1 SHALL BEINSTALLED AS FOLLOWS:A.WHERE MORE THAN SMOKE DECTECTOR /CARBON MONOXIDE ALARM IS REQUIRED TO BEINSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BEINTERCONNECTED IN A MANNER THATACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT.B.SMOKE DETECTORS / CARBON MONOXIDEALARMS SHALL RECEIVE THEIR PRIMARYPOWER FROM THE BUILDING WIRING (HARDWIRED) AND SHALL BE EQUIPPED WITH ABATTERY BACK-UP.4. DUCTS MUST BE SEALED AND FIELD VERIFIED BY A"HERS" CERTIFIED SPECIAL INSPECTOR.5. ALL R-6 FLEX DUCT AND RECTANGULAR AS NEEDEDPER PLAN WRAPPED TO R6 INSULATION VALUES.6. UNVENTED GAS LOG HEATERS SHALL NOT BE USEDIN A FACTORY BUILT FIREPLACE UNLESS THE FIREPLACESYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED FORSUCH USE PER UL127 AND CRC 1004.4MECHANICAL LEGENDEQUIPMENT LISTCU-1FURNACE - LENNOX EL195DF045XE36B95% AFUE TORQUE SINGLE SPEED FAN MOTORUPFLOW COIL - ADP LC18/36T9B R410A HIGH EFFICIENCYF-1BROAN CEILING EXHAUST FAN MODEL 670 (OR EQUAL)50 CFM, 115 V 1" DIA. FURNISH WITH BACKDRAFT DAMPERROUTE 4" DIA. EXHAUST TO ROOF/WALL AND TERMINATEWITH FACTORY ROOF/WALL CAP.EF-1BROAN CEILING EXHAUST FAN MODEL 670 (OR EQUAL)50 CFM, 115 V 1" DIA. FURNISH WITH BACKDRAFT DAMPERROUTE 4" DIA. EXHAUST TO ROOF/WALL AND TERMINATEWITH FACTORY ROOF/WALL CAP.EF-2BROAN MODEL QTXE80 (OR EQUAL) 55 CFM @ .025 - 6" DIA.FLEXIBLE METAL DUCT WITH A MAXIMUM LENGTH OR 125' MINUS15' FOR EACH ELBOW.EF-3STEEL STAMPED FACE SUPPLY AIR DIFFUSER/REGISTERSIZE AND SHAPE TO BE DETERMINEDASTEEL STAMPED FACE SIDEWALL SUPPLY AIRDIFFUSER/REGISTER, SIZE AND SHAPE TO BE DETERMINEDBSDCMBROAN MODEL QTXE110S (OR EQUAL) 90 CFM @ .025 - 6" DIA.FLEXIBLE METAL DUCT WITH A MAXIMUM LENGTH OR 125' MINUS15' FOR EACH ELBOW.EF-4CSTEEL STAMPED FACE FLOOR SUPPLY AIRDIFFUSER/REGISTER, SIZE AND SHAPE TO BE DETERMINEDF-2AIR HANDLER (2) - LENNOX MMDA024S42 TON DUCTED MINI SPLIT INDOOR UNIT1. COMBUSTION AIR AND VENTING IS DONE THROUGH 4" CONCENTRIC VENTUP THROUGH ROOF FOR ALL TANKLESS WATERHEATERS AND FAU UNITS.REFER TO SPECIFICATIONS BELOWNoteAIR CONDITIONER - LENNOX M114XC1-0242 TON 16 SEER 230 / 1 ph, 25 amps, 76dbaHP-1HEAT PUMP - LENNOX MPBO48S4M4 TON 17 SEER 230 / 1ph, 50 amps, 64 dbaT-1THERMOSTAT (2) - LENNOX WIRED CONTROLST-2 THERMOSTAT - HONEYWELL T6-PRO PROGRAMMABLEMINIMUM WHOLE BUILDING MECHANICAL VENTILATION(THE FOLLOWING INFORMATION AND CALCULATIONS ARE PER ASHRAE 62.2 RESIDENTIAL INDOOR AIR QUALITYAND MECHANICAL VENTILATION REPORT - REFER TO REPORT FOR MORE INFORMATION)CONTINUOUS VENTILATION CALCULATION: (MIN. AIRFLOW MEASURED @ 0.25" FOR CONTINUOUS OPERATION)(CFA / 100) + 7.5 (# OF BEDROOMS + 1) = VENTILATION RATE (MINIMUM CFM @ 0.25")WHOLE BUILDING VENTILATION SYSTEM SUMMARYALL LOW-RISE RESIDENTIAL BUILDING ARE REQUIRED TO HAVE A VENTILATION SYSTEM AND SATISFY OTHER REQUIREMENTSTO ACHIEVE ACCEPTABLE INDOOR AIR QUALITY (IAQ). THE ENERGY COMMISSION ADOPTED THE REQUIREMENTS OF ASHRAESTANDARD 62.2-2007, EXCEPT THAT OPENING AND CLOSING WINDOWS (ALTHOUGH PERMITTED BY ASHRAE) IS NOT ANACCEPTABLE OPTION FOR PROVIDING WHOLE-BUILDING VENTILATION IN CALIFORNIA.THE FOLLOWING BULLET POINTS SUMMARIZE THE KEY REQUIREMENTS FOR MOST RESIDENCE:1. A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED.2. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST SYSTEMS VENTED TO THE OUTDOORS.3. CLOTHES DRYERS SHALL BE VENTED TO THE OUTDOORS.4. VENTILATION AIR SHALL COME FROM OUTDOORS AND SHALL NOT BE TRANSFERRED FROM THE ADJACENT DWELLING UNITS, GARAGES OR CRAWL SPACES.5. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.6. COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING.7. THE WALL AND OPENINGS BETWEEN THE HOUSE AND THE GARAGE SHALL BE SEALED.8. HABITABLE ROOMS SHALL HAVE WINDOWS WITH A VETILAION AREA OF AT LEAST 4% OF THE FLOOR AREA.9. MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT APPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 6 FILTERS OR BETTER.10. AIR INLET (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN CONTAMINANTS.11. AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE BUILDING VENTILATION REQUIREMENTS OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND:A. ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.B. INTERMITTENTLY OPERATED WHOLE BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAXIMUM OF 3.0 SONE.D. REMOTELY OPERATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED TO MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL.12. A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 100 CFM IS REQUIRED FOR THE KITCHEN RANGE HOOD AND A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 50 CFM IS REQUIRED FOR THE BATH FAN.HOUSE VENTILATION RATE (CFM) = 4,909 / 100 + 7.5 x 4+1) = cfm49.09 + 37.5 = 86.59 cfmREQUIRED:PA2019-051 Bedroom 39'-4" ClgBedroom 29'-4" ClgBa 38'-0" ClgWic9'-4" ClgWic9'-4" ClgMaster Gallery9'-4" ClgBedroom 49'-4" ClgUpperFamily8'-0" ClgBa 28'-0" ClgLaundry9'-4" ClgWic9'-4" ClgBa 48'-0" ClgHall9'-4" ClgMaster SuiteVolumeClgMaster Bath9'-4" ClgWic9'-4" Clg7"F-214x14RAGA 12x6150 CFMA7" 12x6150 CFM 12x6150 CFMA5"7"7"AA 12x6150 CFM 12x6150 CFMA 12x6150 CFMF-314x14RAG 12x6150 CFMA7"7"7"5"5"5"7"5"Second Floor Mechanical PlanSCALE: 1/4" = 1'-0"SECOND FLOORMECHANICALPLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A7.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -MECHANICAL PLAN NOTES1. ALL BATHROOM FANS TO BE 50 CFM'S MINIMUM. PROVIDE A MINIMUM OF FIVE (5) AIR CHANGESPER HOUR. A MAXIMUM SOUND RATING OF 3 SONEFOR INTERMITTENT OPERATION, BE LISTED AS ENERGYSTATE RATED AND CONTROLLED BY A HUMINDITYCONTROL UNLESS EXEMPTED ELSEWHERE.2. PROVIDE IN KITCHENS LOCAL EXHAUST SYSTEMVENTED TO OUTDOORS WITH RATE = 100 CFM,A MAXIMUM SOUND RATING OF 3 SONE FOR INTERMITTENTOPERATION IS REQUIRED.3. SMOKE DETECTORS AND CARBON MONOXIDE ALARMIN ACCORDANCE WITH SECTION R315.1 SHALL BEINSTALLED AS FOLLOWS:A.WHERE MORE THAN SMOKE DECTECTOR /CARBON MONOXIDE ALARM IS REQUIRED TO BEINSTALLED WITHIN THE DWELLING UNIT ORWITHIN A SLEEPING UNIT THE ALARM SHALL BEINTERCONNECTED IN A MANNER THATACTIVATION OF ONE ALARM SHALL ACTIVATEALL OF THE ALARMS IN THE INDIVIDUAL UNIT.B.SMOKE DETECTORS / CARBON MONOXIDEALARMS SHALL RECEIVE THEIR PRIMARYPOWER FROM THE BUILDING WIRING (HARDWIRED) AND SHALL BE EQUIPPED WITH ABATTERY BACK-UP.4. DUCTS MUST BE SEALED AND FIELD VERIFIED BY A"HERS" CERTIFIED SPECIAL INSPECTOR.5. ALL R-6 FLEX DUCT AND RECTANGULAR AS NEEDEDPER PLAN WRAPPED TO R6 INSULATION VALUES.6. UNVENTED GAS LOG HEATERS SHALL NOT BE USEDIN A FACTORY BUILT FIREPLACE UNLESS THE FIREPLACESYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED FORSUCH USE PER UL127 AND CRC 1004.4MECHANICAL LEGENDEQUIPMENT LISTCU-1FURNACE - LENNOX EL195DF045XE36B95% AFUE TORQUE SINGLE SPEED FAN MOTORUPFLOW COIL - ADP LC18/36T9B R410A HIGH EFFICIENCYF-1BROAN CEILING EXHAUST FAN MODEL 670 (OR EQUAL)50 CFM, 115 V 1" DIA. FURNISH WITH BACKDRAFT DAMPERROUTE 4" DIA. EXHAUST TO ROOF/WALL AND TERMINATEWITH FACTORY ROOF/WALL CAP.EF-1BROAN CEILING EXHAUST FAN MODEL 670 (OR EQUAL)50 CFM, 115 V 1" DIA. FURNISH WITH BACKDRAFT DAMPERROUTE 4" DIA. EXHAUST TO ROOF/WALL AND TERMINATEWITH FACTORY ROOF/WALL CAP.EF-2BROAN MODEL QTXE80 (OR EQUAL) 55 CFM @ .025 - 6" DIA.FLEXIBLE METAL DUCT WITH A MAXIMUM LENGTH OR 125' MINUS15' FOR EACH ELBOW.EF-3STEEL STAMPED FACE SUPPLY AIR DIFFUSER/REGISTERSIZE AND SHAPE TO BE DETERMINEDASTEEL STAMPED FACE SIDEWALL SUPPLY AIRDIFFUSER/REGISTER, SIZE AND SHAPE TO BE DETERMINEDBSDCMBROAN MODEL QTXE110S (OR EQUAL) 90 CFM @ .025 - 6" DIA.FLEXIBLE METAL DUCT WITH A MAXIMUM LENGTH OR 125' MINUS15' FOR EACH ELBOW.EF-4CSTEEL STAMPED FACE FLOOR SUPPLY AIRDIFFUSER/REGISTER, SIZE AND SHAPE TO BE DETERMINEDF-2AIR HANDLER (2) - LENNOX MMDA024S42 TON DUCTED MINI SPLIT INDOOR UNIT1. COMBUSTION AIR AND VENTING IS DONE THROUGH 4" CONCENTRIC VENTUP THROUGH ROOF FOR ALL TANKLESS WATERHEATERS AND FAU UNITS.REFER TO SPECIFICATIONS BELOWNoteAIR CONDITIONER - LENNOX M114XC1-0242 TON 16 SEER 230 / 1 ph, 25 amps, 76dbaHP-1HEAT PUMP - LENNOX MPBO48S4M4 TON 17 SEER 230 / 1ph, 50 amps, 64 dbaT-1THERMOSTAT (2) - LENNOX WIRED CONTROLST-2 THERMOSTAT - HONEYWELL T6-PRO PROGRAMMABLEMINIMUM WHOLE BUILDING MECHANICAL VENTILATION(THE FOLLOWING INFORMATION AND CALCULATIONS ARE PER ASHRAE 62.2 RESIDENTIAL INDOOR AIR QUALITYAND MECHANICAL VENTILATION REPORT - REFER TO REPORT FOR MORE INFORMATION)CONTINUOUS VENTILATION CALCULATION: (MIN. AIRFLOW MEASURED @ 0.25" FOR CONTINUOUS OPERATION)(CFA / 100) + 7.5 (# OF BEDROOMS + 1) = VENTILATION RATE (MINIMUM CFM @ 0.25")WHOLE BUILDING VENTILATION SYSTEM SUMMARYALL LOW-RISE RESIDENTIAL BUILDING ARE REQUIRED TO HAVE A VENTILATION SYSTEM AND SATISFY OTHER REQUIREMENTSTO ACHIEVE ACCEPTABLE INDOOR AIR QUALITY (IAQ). THE ENERGY COMMISSION ADOPTED THE REQUIREMENTS OF ASHRAESTANDARD 62.2-2007, EXCEPT THAT OPENING AND CLOSING WINDOWS (ALTHOUGH PERMITTED BY ASHRAE) IS NOT ANACCEPTABLE OPTION FOR PROVIDING WHOLE-BUILDING VENTILATION IN CALIFORNIA.THE FOLLOWING BULLET POINTS SUMMARIZE THE KEY REQUIREMENTS FOR MOST RESIDENCE:1. A WHOLE BUILDING MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED.2. KITCHENS AND BATHROOMS SHALL HAVE LOCAL EXHAUST SYSTEMS VENTED TO THE OUTDOORS.3. CLOTHES DRYERS SHALL BE VENTED TO THE OUTDOORS.4. VENTILATION AIR SHALL COME FROM OUTDOORS AND SHALL NOT BE TRANSFERRED FROM THE ADJACENT DWELLING UNITS, GARAGES OR CRAWL SPACES.5. VENTILATION SYSTEM CONTROLS SHALL BE LABELED AND THE HOME OWNER SHALL BE PROVIDED WITH INSTRUCTIONS ON HOW TO OPERATE THE SYSTEM.6. COMBUSTION APPLIANCES SHALL BE PROPERLY VENTED AND AIR SYSTEMS SHALL BE DESIGNED TO PREVENT BACK DRAFTING.7. THE WALL AND OPENINGS BETWEEN THE HOUSE AND THE GARAGE SHALL BE SEALED.8. HABITABLE ROOMS SHALL HAVE WINDOWS WITH A VETILAION AREA OF AT LEAST 4% OF THE FLOOR AREA.9. MECHANICAL SYSTEMS INCLUDING HEATING AND AIR CONDITIONING SYSTEMS THAT APPLY AIR TO HABITABLE SPACES SHALL HAVE MERV 6 FILTERS OR BETTER.10. AIR INLET (NOT EXHAUST) SHALL BE LOCATED AWAY FROM KNOWN CONTAMINANTS.11. AIR MOVING EQUIPMENT USED TO MEET EITHER THE WHOLE BUILDING VENTILATION REQUIREMENTS OR THE LOCAL VENTILATION EXHAUST REQUIREMENT SHALL BE RATED IN TERMS OF AIRFLOW AND SOUND:A. ALL CONTINUOUSLY OPERATING FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.B. INTERMITTENTLY OPERATED WHOLE BUILDING VENTILATION FANS SHALL BE RATED AT A MAXIMUM OF 1.0 SONE.C. INTERMITTENTLY OPERATED LOCAL EXHAUST FANS SHALL BE RATED AT A MAXIMUM OF 3.0 SONE.D. REMOTELY OPERATED AIR-MOVING EQUIPMENT (MOUNTED OUTSIDE OF HABITABLE SPACES) NEED TO MEET SOUND REQUIREMENTS IF THERE IS AT LEAST 4 FEET OF DUCTWORK BETWEEN THE FAN AND THE INTAKE GRILL.12. A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 100 CFM IS REQUIRED FOR THE KITCHEN RANGE HOOD AND A MINIMUM INTERMITTENT VENTILATION AIRFLOW OF 50 CFM IS REQUIRED FOR THE BATH FAN.HOUSE VENTILATION RATE (CFM) = 4,909 / 100 + 7.5 x 4+1) = cfm49.09 + 37.5 = 86.59 cfmREQUIRED:PA2019-051 19899919889998888989818181818181818181818181111181818181818181818181818181818181818181818181818181818111112333331515151533156666667638215318318188141715315812221176 x 431 x 631 x 676 x 431 x 631 x 631 x 676 x 431 x 631 x 6Open to Above76 x 474 x 674 x 6First Floor Reflected Ceiling PlanSCALE: 1/4" = 1'-0"FIRST FLOORREFLECTEDCEILING PLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A8.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -REFLECTED CEILING PLAN KEY NOTESSYMBOLXX1DRYWALL CEILING2PLASTER FINISH CEILING3T&G SHEATHING4T&G ROOF SHEATHING5EXPOSED RAFTER TAIL6EXPOSED BEAMS AND RAFTERS7APPLIED WOOD BEAM8DOOR OPENING9WINDOW OPENING10 GARAGE DOOR OPENING11 FIREPLACE OPENING12 DRYWALL OPENING13 CASED OPENING14 PLASTER OPENING15 BRICK VENEER OPENING16 ATTIC ACCESS17 BAY WINDOW18 LIGHT FIXTUREREFER TO ELECTRICAL PLANS19 SMOKE DETECTORREFER TO ELECTRICAL PLANS20 MECHANICAL REGISTERREFER TO MECHANICAL PLANS21 MECHANICAL FANREFER TO MECHANICAL22 LINE OF FLOOR ABOVE23 LINE OF FIREPLACE ABOVE24 LINE OF ROOF ABOVE25 LINE OF BALCONY RAIL26 PLASTER SOFFIT27 LINE OF FACE FRAME CABINET28 RECESSED CEILING MOUNTEDELECTRIC HEATER UNITPA2019-051 Bedroom 39'-4" ClgBedroom 29'-4" ClgBa 38'-0" ClgWic9'-4" ClgWic9'-4" ClgMaster Gallery9'-4" ClgBedroom 49'-4" ClgUpperFamily8'-0" ClgBa 28'-0" ClgLaundry9'-4" ClgWic9'-4" ClgBa 48'-0" ClgHall9'-4" ClgMaster SuiteVolumeClgMaster Bath9'-4" ClgWic9'-4" ClgSDCMSDCMSDCMSDCMSDCMSDCM18181824242424242424181818181818181818181818181818181818181818181818181818181818181818181818181818181818181818187161931 x 6999976 x 499931 x 676 x 4899924991881381382131 x 61811219999211111119198881313131121819998SDCM331 x 631 x 631 x 676 x 476 x 49999999976 x 41 x 61899999999186 x 49999931 x 676 x 4182131 x 631 x 62191331 x 631 x 676 x 478 x 121819Second Floor Reflected Ceiling PlanSCALE: 1/4" = 1'-0"SECOND FLOORREFLECTEDCEILING PLANPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A8.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOORO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -REFLECTED CEILING PLAN KEY NOTESSYMBOLXX1DRYWALL CEILING2PLASTER FINISH CEILING3T&G SHEATHING4T&G ROOF SHEATHING5EXPOSED RAFTER TAIL6EXPOSED BEAMS AND RAFTERS7APPLIED WOOD BEAM8DOOR OPENING9WINDOW OPENING10 GARAGE DOOR OPENING11 FIREPLACE OPENING12 DRYWALL OPENING13 CASED OPENING14 PLASTER OPENING15 BRICK VENEER OPENING16 ATTIC ACCESS17 BAY WINDOW18 LIGHT FIXTUREREFER TO ELECTRICAL PLANS19 SMOKE DETECTORREFER TO ELECTRICAL PLANS20 MECHANICAL REGISTERREFER TO MECHANICAL PLANS21 MECHANICAL FANREFER TO MECHANICAL22 LINE OF FLOOR ABOVE23 LINE OF FIREPLACE ABOVE24 LINE OF ROOF ABOVE25 LINE OF BALCONY RAIL26 PLASTER SOFFIT27 LINE OF FACE FRAME CABINET28 RECESSED CEILING MOUNTEDELECTRIC HEATER UNITPA2019-051 TrashBinTrashBinTrashBin20'-0"21'-0"4"19'-2"27'-4"10'-9"20'-9" 17'-91 2"2'-111 2" 6'-0"4'-2"10'-3"12'-512"22'-1012"10'-2"6"19'-0"12'-4"12'-01 2"6'-9"22'-412"11'-212"1'-412"14'-3"6'-9"2'-6"9'-61 2"2'-4"21'-0"4'-11" 13'-6" 15'-3" 2'-0"10'-3"20'-0" 20'-3"19'-10"14'-3" x 12'-0 1/2"C1 = 171.5 sq.ft6'-9" x 9'-6 1/2"C2 = 64 sq.ft22'-4 1/2" x 12'-4"C3 = 276 sq.ft10'-3" x 6'-0"C4 = 61.5 sq.ft22'-10 1/2" x 10'-2"C5 = 232.5 sq.ft19'-0" x 6"C6 = 9.5 sq.ftTotal Garage Area"C" = 815 sq.ftTotal CoveredEntry Area"D" = 170 sq.ftTotal CoveredPorch Area"E" = 383 sq.ft19'-2" x 20'-0"E1 = - sq.ft21'-0" x 6'-9"D1 = 142 sq.ft6'-2" x 2'-6"D2 = 17 sq.ft2'-4" x 4'-11"D3 = 11 sq.ft10'-3" x 2'-0"A5 = 20.5 sq.ft11'-2 1/2" x 15'-3"A1 = 171 sq.ft1'-4 1/2" x 13'-6"A2 = 18.5 sq.ft10'-9" x 10'-7"A3 = 114 sq.ft10'-7"12'-5 1/2" x 17'-9 1/2"A4 = 221.6 sq.ft27'-4" x 20'-9"A6 = 567 sq.ft19'-10" x 20'-3"A7 = 402 sq.ft19'-2" x 21'-0"A8 = 402.5 sq.ft20'-0" x 4"A9 = 7 sq.ft12-5 1/2" x 2'-11 1/2"F1 = 37 sq.ft10-3" x 4'-2"G1 = 43 sq.ftTotal MechanicalCloset Area"F" = 37 sq.ftTotal Pool Equip.Closet Area"G" = 43 sq.ftTotal FirstFloor Area"F" = 1,924 sq.ftTotal First FloorOpen Space Area"H" = 913 sq.ft11'-3" x 42'-0 1/8"H1 = 473 sq.ft11'-3"42'-01 8"4'-612"4'-812"5'-57 8" 20'-87 8" 18'-87 8" 20'-815 16"10'-3"10'-3" x 5'-5 7/8"H2 = 56 sq.ft4'-8 1/2" x 20'-8 7/8"H3 = 98 sq.ft10'-3" x 18'-8 7/8"H4 = 192 sq.ft4'-6 1/2" x 20'-8 15/16"H5 = 94 sq.ftBedroom 3Bedroom 2Ba 3WicWicMaster GalleryBedroom 4UpperFamilyBa 2LaundryWicBa 4HallMaster SuiteMaster BathWicTo LEDCabinetLightsSwitchBelow36'-6"41'-4"22'-9" 5'-51 2"4'-1"11'-21 2"20'-1112"20'-1112"1'-4"9'-912"9'-912"5'-1"10'-71 2"5'-21 2"4'-11"15'-3"18'-0"20'-0"1'-6"19'-0"7'-0"41'-10" 30'-0"20'-0" x 41'-4"B1 = 827 sq.ft1'-6" x 36'-6"B2 = - sq.ft18'-0" x 22'-9"B3 = 410 sq.ft1'-4" x 4'-1"B4 = 5 sq.ft20'-11 1/2" x 5'-5 1/2"B5 = 114 sq.ft20'-11 1/2" x 11'-2 1/2"B6 = 235 sq.ft9'-9 1/2" x 10'-7 1/2"B7 = 104 sq.ft5'-1" x 5'-2 1/2"B8 = 26 sq.ft9'-9 1/2" x 15'-3"B10 = 156 sq.ft19'-0" x 41'-10"B11 = 795 sq.ft7'-0" x 30'-0"B12 =210 sq.ft9'-9 1/2" x 4'-11"B9 = 48 sq.ft8'-10" x 42'-0 1/8"J1 = 371 sq.ft2'-5"8'-10"1'-2 7 16" 42'-01 8"2'-5"10'-911 16"2'-5" x 10'-9 11/16"J3 = 26 sq.ft2'-5" x 1'-2 7/16"J2 = 3 sq.ft10'-3" x 5'-5 7/8"J4 = 56.2 sq.ft10'-3"5'-57 8"19'-6"20'-87 8"19'-6" x 20'-8 7/8"J5 = 404.4 sq.ftTotal Second Level Living"B" = 2,985 sq.ftTotal Second FloorOpen Space Area"J" = 861 sq.ftOVERLAY PLANSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-FLOOR-OVERLAYO:\2018-PROJECTS\18001\CD\18001-PLN-FLOOR-OVERLAY February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -Area OverlayTabulation171 Sq. Ft.A1:18.5 Sq. Ft.A2:Total First Floor Living114 Sq. Ft.A3:A4:221.6 Sq. Ft.A5:20.5 Sq. Ft.A6:1,924 Sq. Ft.Area:109 Sq. Ft.B1:35 Sq. Ft.B2:9 Sq. Ft.B3:449 Sq. Ft.B4:251 Sq. Ft.B5:2,985 Sq. Ft.Hatching IndicatesGarageHatching IndicatesCovered Entry,Covered Porch,Mech closet andPool Equip. closetHatching LegendFirst Level - Overlay PlanSCALE: 3/16" = 1'-0"567 Sq. Ft.A7:402 Sq. Ft.A8:402.5 Sq. Ft.171.5 Sq. Ft.C1:64 Sq. Ft.C2:Total Garage276 Sq. Ft.C3:815 Sq. Ft.Area:142 Sq. Ft.D1:Total Covered Entry170 Sq. Ft.Area:473 Sq. Ft.H1:56 Sq. Ft.H2:98 Sq. Ft.H3:192 Sq. Ft.H4:94 Sq. Ft.H5:Total First Floor913 Sq. Ft.Open Space Area:B6:22 Sq. Ft.Second Level - Overlay PlanSCALE: 3/16" = 1'-0"Hatching IndicatesOpen Space AreaHatching IndicatesLiving AreaZoning RequirementsLot Area:7,793 Sq. Ft.Setbacks:7,793 Sq. Ft.Front:15'Sides:4'Rear:15'(no projection of living space at second floor)Buildable Lot Area:4,485 Sq. Ft.Allowable (4,485 x 2)Allowable Buildable Lot Area:8,970 Sq. Ft.Proposed Buildable Lot Area:6,357 Sq. Ft.Required Open Space:673 Sq. Ft.(4,485 Sq. Ft. x 15%)Proposed Open Space:913 Sq. Ft.First Floor Entry Courtyard:861 Sq. Ft.Second Floor Entry Courtyard:Total Proposed Open Space:1,774 Sq. Ft.Maximum Building Height:24' Flat Roof29' Pitched RoofParking Requirements:(3) Cars Minimum Clear Dimension20' x 28'-3"Area TabulationsFirst Floor (Livable):1,924 Sq. Ft.Covered Entry Gallery:170 Sq. Ft.Total (Livable):5,462 Sq. Ft.Covered Porch:383 Sq. Ft.Second Floor (Livable):2,985 Sq. Ft.Garage:815 Sq. Ft.Mechanical:37 Sq. Ft.Total:895 Sq. Ft.Proposed Building Area:Total (Livable):5,462 Sq. Ft.Garage / Mechanical:895 Sq. Ft.Total Proposed Building Area:6,357 Sq. Ft.Allowable Building Area:8,970 Sq. Ft.Pool Equipment:43 Sq. Ft.A9:7 Sq. Ft.251 Sq. Ft.B7:251 Sq. Ft.B8:251 Sq. Ft.B9:251 Sq. Ft.B9:251 Sq. Ft.B10:251 Sq. Ft.B11:251 Sq. Ft.B12:Total Second Floor LivingArea:61.5 Sq. Ft.C4:232.5 Sq. Ft.C5:9.5 Sq. Ft.C6:17 Sq. Ft.D2:11 Sq. Ft.D3:Total Covered Porch383 Sq. Ft.Area:383 Sq. Ft.E1:Total Mechanical Closet37 Sq. Ft.Area:37 Sq. Ft.F1:Total Pool Equipment43 Sq. Ft.Closet Area:43 Sq. Ft.G1:371 Sq. Ft.J1:3 Sq. Ft.J2:26 Sq. Ft.J3:56.2 Sq. Ft.J4:404.4 Sq. Ft.J5:Total Second Floor861 Sq. Ft.Open Space Area:PA2019-051 245121415242522EAVESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHING612CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARD212"234"134"14"5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIPPLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159WOOD SHINGLES OVERGRADE "D" BUILDING PAPER414"434"EAVESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHING6.512CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARD212"234"134"14"5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIPPLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159WOOD SHINGLES OVERGRADE "D" BUILDING PAPER414"434"EAVESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHING6.512CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARD212"234"134"14"734"712"314"5" DIA. HALF ROUNDCOPPER GUTTERAPPLIED BRICK VENEEROVER FULL MORTAR BEDOVER 60 MIN. GRADE "D"BUILDING PAPERCONTINUOUS COPPEREDGE STRIP3"PLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159212"1"RAKESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHINGCEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARDRAKE FLASHINGINSTALL PER MANUF.PLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-11599"212"234"134"14"734"9"1'-112"1"14"212"234"134"212"234"134"14"WOOD SHINGLES OVERGRADE "D" BUILDING PAPERRAKESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHINGCEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARD212"234"134"14"734"APPLIED BRICK VENEEROVER FULL MORTAR BEDOVER 60 MIN. GRADE "D"BUILDING PAPERRAKE FLASHINGINSTALL PER MANUF.3"PLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-11591034"212"234"134"14"734"1034"1'-112"1"14"212"234"134"1"FLAT ROOF AT WINDOW BAYSCALE 1-1/2" = 1'-0"FULLY ADHEREDWATERPROOFMEMBRANE2x6 T&G ROOFSHEATHINGSHEET METALFINISHCORROSION RESISTANTFLASHING.5" - 1" DIA. ROCKSOVER BUILT-UPROOFINGSLOPE1/4":12"1'-6"PLYWOOD ROOFSHEATHINGROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEM2x12 ROOF FRAMING1x6 T&G SHEATHING5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIP4x8 EXPOSEDRAFTER TAIL2"SECTIONPARTIALELEVATION6"4x8 EXPOSEDRAFTER TAIL2"3x WOOD TRIM2x8 WINDOWWOOD TRIM1'-6"3xWOOD TRIMCUT TO FITCOPPER FLASHING2x8 WINDOWWOOD TRIMFLAT ROOF AT WINDOW BAYSCALE 1-1/2" = 1'-0"FULLY ADHEREDWATERPROOFMEMBRANE2x6 T&G ROOFSHEATHINGSHEET METALFINISHCORROSION RESISTANTFLASHING.5" - 1" DIA. ROCKSOVER BUILT-UPROOFINGSLOPE1/4":12"2'-0"PLYWOOD ROOFSHEATHINGROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEM2x12 ROOF FRAMING1x6 T&G SHEATHING5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIP4x8 EXPOSEDRAFTER TAIL2"SECTIONPARTIALELEVATION6"4x8 EXPOSEDRAFTER TAIL2"3x WOOD TRIM2x8 WINDOWWOOD TRIM2'-0"3xWOOD TRIMCUT TO FITCOPPER FLASHING2x8 WINDOWWOOD TRIMARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-1.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 RIDGE / HIPPER TILE MFR.VALLEYSCALE 1-1/2" = 1'-0"36" WIDE FELTUNDERLAYMENTROOF SHT'GDENS-DECKROOF BOARDROOF TO WALLT&G STARTER BOARD,SHEATHING ANDRAFTERS TREATEDWITH CHEMCOTHERMEX -FRESR-1159DENS-DECKROOF BOARDROOF TO WALL2451214152024253022ROOF DRAIN - PRIMARY AND OVERFLOWSCALE 3" = 1'-0"3"3"8" MINIMUM5" MIN5" MINEAVESCALE 1-1/2" = 1'-0"FELT UNDERLAYMENTPLYWOOD SHEATHING6.512CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410DENS-DECKROOF BOARD212"234"134"14"734"712"314"5" DIA. HALF ROUNDCOPPER GUTTERAPPLIED BRICK VENEEROVER FULL MORTAR BEDOVER 60 MIN. GRADE "D"BUILDING PAPERCONTINUOUS COPPEREDGE STRIP3"PLYWOOD WALLSHEATHINGBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159212"1"PARAPETSCALE 1-1/2" = 1'-0"ROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEMFULLY ADHEREDWATERPROOFMEMBRANE1"1"EAVE TRIM AT ROOF WELL WALLSCALE 1-1/2" = 1'-0"ROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEMCORROSION RESISTANTZ-BAR FLASHINGBUILT-UP ROOFINGSLOPE TO DRAINUNDERLAYMENT1" - 3" DIA. ROCKS OVERBUILT-UP ROOFINGCANT STRIP2x WALL FRAMINGROOF FRAMING, REFERTO STRUCTURALDRAWINGSROOF RAFTERSFELT UNDERLAYMENTPLYWOOD SHEATHINGDENS-DECKROOF BOARDBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410WOOD SHINGLES OVERGRADE "D" BUILDINGPAPERCONTINUOUS COPPEREDGE STRIPEAVE TRIM AT ROOF WELL WALLSCALE 1-1/2" = 1'-0"ROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEMCORROSION RESISTANTZ-BAR FLASHINGBUILT-UP ROOFINGSLOPE TO DRAINUNDERLAYMENT.5" - 1" DIA. ROCKS OVERBUILT-UP ROOFINGCANT STRIP2x WALL FRAMINGROOF FRAMING, REFERTO STRUCTURALDRAWINGSROOF RAFTERSFELT UNDERLAYMENTPLYWOOD SHEATHINGDENS-DECKROOF BOARDBUILT-UP WOODFASCIA TREATEDWITH CHEMCOTHERMEX-FRESR-1159CEDAR SHINGLE ROOFING,INSTALL IN ACCORDANCEWITH MANUF. SPECSTREATED WITHCHEMCO FSR MATERIALESR-1410WOOD SHINGLES OVERGRADE "D" BUILDINGPAPERCONTINUOUS COPPEREDGE STRIPRAKE AT FLAT ROOFSCALE 1-1/2" = 1'-0"FULLY ADHEREDWATERPROOFMEMBRANE2x6 T&G ROOFSHEATHINGSHEET METALFINISHCORROSION RESISTANTFLASHING.5" - 1" DIA. ROCKSOVER BUILT-UPROOFINGSLOPE1/4":12"1'-0"PLYWOOD ROOFSHEATHINGROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEM2x12 ROOF FRAMING1x6 T&G SHEATHING5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIP4x8 EXPOSEDRAFTER TAIL2"3xWOOD TRIMCUT TO FITCOPPER FLASHING2x8 WINDOWWOOD TRIMFLAT ROOF AT WINDOW BAYSCALE 1-1/2" = 1'-0"FULLY ADHEREDWATERPROOFMEMBRANE2x6 T&G ROOFSHEATHINGSHEET METALFINISHCORROSION RESISTANTFLASHING.5" - 1" DIA. ROCKSOVER BUILT-UPROOFINGSLOPE1/4":12"2'-0"PLYWOOD ROOFSHEATHINGROOF SHEATHINGFULLY ADHEREDWATERPROOFMEMBRANESLOPED EPS DECKSYSTEM2x12 ROOF FRAMING1x6 T&G SHEATHING5" DIA. HALF ROUNDCOPPER GUTTERCONTINUOUS COPPEREDGE STRIP4x8 EXPOSEDRAFTER TAIL2"SECTIONPARTIALELEVATION6"4x8 EXPOSEDRAFTER TAIL2"3x WOOD TRIM2x8 WINDOWWOOD TRIM2'-0"3xWOOD TRIMCUT TO FITCOPPER FLASHING2x8 WINDOWWOOD TRIMARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-1.2SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 35182515CHIMNEY CAPSCALE 1-1/2" = 1'-0"2"3"5'-6"3"1'-3"1'-3"3"5'-6"3"1'-3"1'-0"1'-0"1'-0"1'-3"1.5"1.5"1.5"1.5"1.5"1.5"3"3'-0"3"9"1'-6"9"1.5"1.5"1.5"1.5"1.5"1.5"FRONT/REAR ELEVATIONSIDE ELEVATIONPLAN VIEW112"112"112"112"SECTION3'-0"FULLY ADHEREDELASTOMERICMEMBRANEEXT. PLASTER OVERCORROSION RESISTANTMETAL LATH OVER 60MIN. GRADE "D" BLDG.PAPERSKYLIGHT HEADSCALE 1-1/2" = 1'-0"FULLY ADHEREDELASTOMERICMEMBRANEEXT. PLASTER OVERCORROSION RESISTANTMETAL LATH OVER 60MIN. GRADE "D" BLDG.PAPERSKYLIGHT JAMBSCALE 1-1/2" = 1'-0"FULLY ADHEREDELASTOMERICMEMBRANEEXT. PLASTER OVERCORROSION RESISTANTMETAL LATH OVER 60MIN. GRADE "D" BLDG.PAPERSKYLIGHT SILLSCALE 1-1/2" = 1'-0"SKYLIGHT STEEL FRAMEARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-1.3SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 123451213141518192023252827262189107611171610"3" MIN.VAPOR BARRIER AT WINDOWSSCALE 3" = 1'-0"22ARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-2.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 VAPOR BARRIER AT DOORSSCALE 3" = 1'-0"08026-DR-FLSHG-VAPOR-013" MIN.123451215181920252930212289107611171613142324STEEL DOOR THRESHOLDSCALE 3" = 1'-0"3"DOOR THRESHOLDSCALE 3" = 1'-0"DOOR THRESHOLDSCALE 3" = 1'-0"ARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-3.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051 STAIR AT LANDINGSCALE 1-1/2" = 1'-0"RUN10" MIN.1"RUN10" MIN.1"STAIR AT LANDINGSCALE 1-1/2" = 1'-0"RUN10" MIN.1"STAIR AT SLABSCALE 1-1/2" = 1'-0"UFER BAR 20 FT. MINIMUM1. ALL NEW CONSTRUCTION REQUIRES A UFER SERVICE GROUND INTHE FOUNDATION. REQUIREMENTS ARE NOT LESS THAN 20 FEET OFEITHER 1/2" RE-BAR (INSIDE TERMINAL), #3/0 BARE COPPER WIRE, OR3/4" GALVANIZED STEEL CONDUIT INSTALLED CORRECTLY.2. IF THE GROUNDING ELECTRODE SYSTEM CONNECTION IS MADE TO THEINTERIOR WATER PIPING SYSTEM, THEN CONNECTION(S) TO THEEXTERIOR WATER PIPE SHALL BE MADE WITHIN THE FIRST 5 FEET OFTHE WATER PIPE ENTRANCE TO THE BUILDING.3. ELECTRICAL EQUIPMENT AND MATERIAL TO BE LISTED FOR THAT USE.4. SECURE AND ENGRAVED NAMEPLATE TO THE FUSE ENCLOSURE FACE,RELAY FUSES MARKED (MFRS, TYPE OR DESIGNATION), (CONTINUOUSCURRENT RATING), (VOLTAGE RATING), (AMPERAGE INTERRPTING RATING).5. USE "T TAP" CONNECTIONS ON ALL MULTI-WIRE CIRCUITS WITH COMMONNEUTRAL.6. SWITCHING CIRCUIT BREAKERS MUST BE U.L. LISTED FOR THAT USE.1 1/2"2"WALL HANDRAILSCALE 1-1/2" = 1'-0"STAIR GUARDRAILSCALE 1-1/2" = 1'-0"2" MAX2" MAXSTAIR HANDRAILSCALE 1-1/2" = 1'-0"1234512131418192024252927228910761117SCREED AT SLABSCREED ATSLABSCREED AT SLABSCREED AT GARAGE CURB15ARCHITECTURALDETAILSPLOT REFERENCE DATE: 02-21-19SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:D-4.1SHEET TITLE:‹RITNER GROUP, INC. 2019 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:18001-PLN-DETAILSO:\2018-PROJECTS\18001\CD\18001-PLN-DETAILS February 21, 2019 RRBW18001Lot 22, Tract 802CDP Submittal 02-21-19 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:1- -2- -PA2019-051