HomeMy WebLinkAboutPA2020-256_20221210_PLANS_APPROVEDDETAIL 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 & BTOP 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 CONTRACTNICNGNATURAL GRADEMASONRY OPENINGMOMINIMUMMINMANUFACTURERMFRMEDICINE CABINETMCMACHINE BOLTMBMAXIMUMMAXMASONRYMASLAG BOLTLBINTERIORINTINSULINSULATIONHORIZONTALHORIZHEADERHDRHCHOLLOW COREGLUE LAMINATED BEAMGLBGARBAGE DISPOSALGDGALVANIZEDGALVGAUGEGAFOOTINGFTGFOOT/FEETFTFACE OF STUDFOSFACE OF MASONRYFOMFLUORESCENTFLUORFLOORFLRFLOOR JOISTFJFINISHFINFUEL GAS / FINISH GRADEFGFINISH FLOORFFFOUNDATIONFDNFORCED AIR UNITFAUEXTERIOREXTEACH WAYEWEQUIPMENTEQUIPEQUALEQELEVATORELEVEAEACHDOWNSPOUTDSDRAWINGDWGDOWNDNDOUBLE HUNGDHDIMENSIONDIMDIAGONALDIAGDIAMETERDIADETAILDETDRINKING FOUNTAINDFDOUBLEDBLDDRYERCONTCONTINUOUSCONSTCONSTRUCTIONCONCCONCRETECOLCOLUMNCLRCLEARCLGCEILINGCJCEILING JOISTCICAST IRONBTMBOTTOMBMBEAMBLKGBLOCKINGBLDGBUILDINGAPPROXIMATELYAPPROXALUMINUMALALTERNATEALTAIR CONDITIONINGA/CANCHOR BOLTABDOUGLAS FIRADAREA DRAINCURTAINCURTDRDOORELELEVATIONFDFLOOR DRAINDISPOSALDISPGIGALVANIZED IRONGLGLASS / GLAZINGLTWTLIGHTWEIGHTOSAOUTSIDE AIRTBTOWEL BARTPDTOILET PAPER DISPENSERTEMPERED GLASSTEMP GLVTRVENT THROUGH ROOFVVOLTSGYPSUM WALLBOARDGYP BDA4.1BUILDING SECTIONS (3/16" = 1'-0")ARCHITECTURALA3.1PROJECT DATACODE COMPLIANCE:SPECIAL INSTRUCTIONS: FIRE SPRINKLER SYSTEM - NFPA 13DOBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOFSHEATHING INSPECTION74 Linda Isle 2019 CALIFORNIA RESIDENTIAL CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA ENERGY CODE2019 CALIFORNIA GREEN BUILDINGSTANDARDS CODE2019 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:HENDERSON, NV 89012PHONE: (559) 269-1500FOREST STUDIO332 FOREST AVE. SUITE 4LAGUNA BEACH, CA 92651(949) 497-0202PHONE:BOB WHITECONTACT:INDEX OF DRAWINGSThe Mumma ResidenceCOVER SHEETA5.1EXTERIOR ELEVATIONS (3/16" = 1'-0")PROJECT DIRECTORY74 LINDA ISLE LLC513 DRAGON GATE COURTCONTACT: JULIE MUMMAA2.2DEFERRED SUBMITTALS: FIRE SPRINKLER - NFPA 13D SYSTEM THROUGHOUT INCLUDING ATTIC HVAC EQUIPMENT AND DUCTWORK ENCROACHMENT PERMITPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:C-1.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-COVERO:\2020-PROJECTS\20002\CD\20002-COVER November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:NROOF PLAN (3/16" = 1'-0")BUILDING SECTIONS (3/16" = 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 CONTAC YOUR 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 WALLPOOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS ANDPERMITS.FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS ANDHANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42"FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THEREQUIRED FRONT YARD SETBACK AREA.PROJECT DESCRIPTION:12.11.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:LANDSCAPEC-1.1COVER SHEETLEGENDINSPECTION 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---XA5.2EXTERIOR ELEVATIONS (3/16" = 1'-0")Newport Beach, CASP-1.1ARCHITECTURAL SITE PLAN (1/4" = 1'-0")UPPER LEVEL FLOOR PLAN (3/16" = 1'-0")ZONING: R-1A2.1MAIN LEVEL FLOOR PLAN (3/16" = 1'-0")PROJECTSITEPROJECT ADDRESS74 LINDA ISLENEWPORT BEACH, CA. 92660ASSESOR'S PARCEL NUMBER: 050-451-33LOT 74 - TRACT 4003C-2SECTIONS & DETAILSC-3PRECISE GRADING & DRAINAGE PLANC-1TITLE SHEETA9.1SITE COVERAGE OVERLAY PLAN (3/16" = 1'-0")SOILS REPORT: PREPARED BY: GEOFIRMREPORT No 20-8721 DATED JUNE 15,2020PROJECT SCOPE:DEMOLITION OF EXISTING TWO-STORY RESIDENCE, GARAGE ANDASSOCIATED LANDSCAPING.CONSTRUCT NEW TWO-STORY 5,284 s.f. SINGLE FAMILY RESIDENCEWITH AN ATTACHED 808 s.f. THREE CAR GARAGE. THE PROJECTINCLUDES HARDSCAPE AND SUBSURFACE DRAINAGE FACILITIESWITHIN THE CONFINES OF THE PRIVATE PROPERTY.A4.3BUILDING SECTIONS (3/16" = 1'-0")PETER PHILLIPS DESIGN25662 EASTWIND DRIVEDANA POINT, CA 92629 (949) 388-5161PHONE:CONTACT: PETE PHILLIPSGEOFIRM801 GLENNEYRE ST. SUITE FLAGUNA BEACH, CA 92651(949) 494-2122PHONE:ERIK HILDECONTACT:L-1HARDSCAPE PLANSTRUCTURALLANDSCAPES-0STRUCTURAL GENERAL NOTES-1SITE PLAN AND ELEVATIONSEAWALL (FOR REFERENCE ONLY)S-2DETAILSArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.A9.2MAIN LEVEL AREA OVERLAY PLAN (3/16" = 1'-0")A9.3UPPER LEVEL OVERLAY PLAN (3/16" = 1'-0")L-7TREE PLANL-8PLANTING PLANOpen Volume Area(Site Area minus Setbacks)Total (Open Volume) Required:823 Sq. Ft.15% of Total Building Areax 15%5,488 Sq. Ft.Total (Open Volume) Provided:1,685 Sq. Ft.RECYCLE 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.10.11.1 OF 1TOPOGRAPHIC SURVEY (1/8" = 1'-0")A9.4SITE OPEN VOLUME AREA OVERLAY PLAN (3/16" = 1'-0")
LOT 74TRACT NO. 4003M.M. 188/13-19LINDA
ISLE ℄LOT 73LOT 75N32°37'30"E 60.05'N50°06'16"E 61.77'N52°25'25"E 127.91'N34°10'10"E 135.68'N24°19'10"W6.62'ǻ
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N34°10'10"E14.00'PARCEL 2 GRANT DEED RECORDED 7/3/17,INSTRUMENT 2017000275264, O.R.NON-EXCLUSIVE EASEMENT FOR THECONSTRUCTION, MAINTENANCE AND USEOF A PRIVATE PIER AND FLOAT IN, OVER,UNDER AND ACROSSPARCEL 1 GRANT DEED RECORDED 7/3/17,INSTRUMENT 2017000275264, O.R.PARCEL. 3 GRANT DEED RECORDED7/3/17, INSTRUMENT 2017000275264,O.R.3.00' NON-EXCLUSIVE EASEMENT FORTHE CONSTRUCTION, MAINTENANCEAND USE JOINTLY OF A PRIVATE PIERAND FLOAT WITH THE OWNER ORLESSEE OF LOT 75PRIVATE CHANNEL1 1TOPOGRAPHIC SURVEY
74 LINDA ISLE
NEWPORT BEACH, CA 92660
APN: 050-451-33 BASIS OF BEARINGS TITLE REPORT/EASEMENT NOTESTHE BEARINGS SHOWN HEREON ARE BASED ONTHE CENTERLINE OF LINDA ISLE HAVING ABEARING OF N88°19'56"E PER RECORD TRACTNO. 4003, M.M. 188/13-19, RECORDS OF ORANGECOUNTY.74 LINDA ISLENEWPORT BEACH, CA 92660APN: 050-451-33NO TITLE REPORT PROVIDED.VICINITY MAPGRAPHIC SCALELCEXISTING ELEVATIONLEGENDBLOCK WALL( )SEARCHED, FOUND NOTHING; SETNOTHINGFSFINISHED SURFACEFFGFINISHED FLOOR GARAGET.B.M.TEMPORARY BENCHMARK SET ON AWATER METER (WM)ELEVATION = 11.16 FEETFFFINISHED FLOORCONCRETE SURFACECENTERLINETOP OF WALLTWLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 74 OF TRACT NO. 4003 AS SHOWN ON A MAP RECORDED INBOOK 188, PAGES 13 TO 19 OF MISCELLANEOUS MAPS IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY.BENCHMARK INFORMATIONBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARKDISK STAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE ANDHARBOR ISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OFHARBOR ISLAND DRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OFBAYSIDE DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011BRICK SURFACENATURAL GROUNDNGSURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20Exp. 12/31/20No. 8516PROFES
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APEXLSINC@GMAIL.COM TELEPHONE PULL BOXTPBGMGAS METERWATERWROUGHT IRON FENCE (WIF)EGEDGE OF GUTTERCATVCABLE TV BOXICVIRRIGATION CONTROL VALVEPOOL EQUIPMENTPEQTOP OF CURBTCTOP OF DOCKTDWATER METERWMFOUND EXISTING LEAD HOLEGRASSWROUGHT IRON FENCEWIF
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'PRIVATECHANNELtrashtrash3-CarGarageBedroom 4coats OutdoorRoomLivingRoomPdrEntryFoyerKitchenBath 4Chef'sKitchenWicstoragePoolBathPoolEquipEntryVestibuleelevatorhallstairhallPoolEquipN E W P O R T B A YpaverT.O.(N) Wall Elev10.70' NAVD88T.O.(E) Coping Elev9.00' NAVD88Refer to Seawall DrawingsPrepared By:William Simpson & AssociatesStone PaverSystem overPaving PedestalsOver CocreteDeck BelowReplaceexisting concretedeck, add 6"concrete curbFS El. 11.40'F.S. El. 10.90FS El. 10.90'paverFS El. 11.08'T.O.Paver El. 10.90'T.O.Deck El. 9.74'F.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 11.70FS El. 11.50'F.F. El. 10.925New42" HighGuardrail36" widePlanterPlanterPlanterPlanterHardscapeF.S. El. 10.90ExistingSite Wallto RemainExistingSite Wallto Remain4'-0"
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3'-1"Architectural Site PlanSCALE: 1/8" = 1'-0"ARCHITECTURALSITE PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SP-1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-SITEO:\2020-PROJECTS\20002\CD\20002-SITE November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:PROJECT ADDRESS74 LINDA ISLENEWPORT BEACH, CA. 92660ASSESOR'S PARCEL NUMBER: 050-451-33LOT 74, TRACT 40036.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 # 111.35'A.N.G. Point # 29.74'A.N.G. Point # 39.75'A.N.G. Point # 411.40'Total42.24'Divided by 410.56'A.N.G. (Average Natural Grade)Grade EstablishmentSITE PLAN NOTES 7.ALL WORK SHALL COMPLY WITH THE 2013 CBC, CMC, CPC, &CEC, TITLE 24 AND LOCAL ORDINANCES.8.A CERTIFIED ENGINEERING GEOLOGIST SHALL INSPECT ANDAPPROVE ALL GRADING AND EXCAVATIONS PRIOR TOPLACEMENT OF FORMS, REBAR OR CONCRETE. IFENGINEERED SOIL IS REQUIRED, THE SOIL ENGINEER SHALLINSPECT AND APPROVE.9.IN ADDITION TO REGULAR INSPECTIONS, SPECIALINSPECTIONS PER CBC SHALL BE REQUIRED FOR FIELDWELDING, HIGH STRENGTH BOLTS, EXPANSION ANCHORS ANDSPECIAL MASONRY.10.CONTRACTOR SHALL OBTAIN OSHA PERMIT FOREXCAVATIONS DEEPER THAN 5'-0".11.ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWNSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIMMEDIATELY AND ALL WORK IN THE AREA STOPPED UNTILOWNER OR ARCHITECT GIVE APPROVAL TO PROCEED.12.ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCALCODES, ORDINANCES AND LAWS.13.ALL MECHANICAL AND ELECTRICAL WORK SHALL BE DONE ONA DESIGN . CONSTRUCT BASIS BY THE GENERALCONTRACTOR UNDER PERMITS GRANTED BY THE CITYBUILDING OFFICIAL.14.PROVIDE GUARDRAIL PER CBC AT ANY "HUMAN ACCESSIBLEOPEN AREA" WHERE A DROP OFF IN EXCESS OF 30" OCCURS.15.ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHERRESISTIVE BARRIER TO PROTECT THE INTERIOR WALLCOVERING, AND EXTERIOR OPENINGS SHALL BE FLASHED INSUCH A MANNER AS TO MAKE THEM WEATHERPROOF.16.SLOPE GRADE A MINIMUM OF 14" PER FOOT AWAY FROMSTRUCTURE FOR 3'-0" AND WHERE NECESSARY TO AVOIDPONDING.17.MASONRY CHIMNEYS SHALL BE CONSTRUCTED ACCORDINGTO THE CALIFORNIA BUILDING CODE. FACTORY BUILTCHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH THECALIFORNIA MECHANICAL CODE AND THE MANUFACTURER'SRECOMMENDATIONS. SEPARATION FROM COMBUSTIBLESSHOULD BE A MINIMUM OF 3 FEET. FACTORY BUILT FIREPLACESHALL BE LISTED FOR USE. ALL OUTDOOR CHIMNEY'S SHALLBE NATURAL GAS ONLY.18.SUCH DEVICES, STRUCTURES OR EQUIPMENT SHALL NOT BEUSED FOR THE DISPOSAL OF RUBBISH, TRASH ORCOMBUSTIBLE MATERIALS THAT PRODUCE OBJECTIONABLESMOKE OR ODOR EMISSIONS.19.SUCH DEVICES, STRUCTURES OR EQUIPMENT SHALL NOT BELOCATED WITHIN THREE FEET OF ANY COMBUSTIBLESTRUCTURE, COMBUSTIBLE MATERIAL OR VEGETATION ANDFOLLOW THE MANUFACTURER'S RECOMMENDATIONS FORCLEARANCES.20.TIKI TYPE TORCHES MAY NOT BE LOCATED WITHIN TEN FEETOF ANY COMBUSTIBLE MATERIAL21.OPEN BURNING THAT IS OFFENSIVE OR OBJECTIONABLEBECAUSE OF SMOKE ODOR EMISSIONS AS DETERMINED BYTHE FIRE CODE OFFICIAL OR HE OR HER DESIGNEE (FIRECAPTAINS) OR WHEN ATMOSPHERIC CONDITIONS OR LOCALCIRCUMSTANCE MAKE SUCH FIRES HAZARDOUS SHALL BEPROHIBITED.1.THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGESYSTEM IS PROHIBITED. NO SOLID WASTE PETROLEUMBYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTEMATERIALS, OR WASTEWATER GENERATED ONCONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIESSHALL BE PACED, CONVEYED OR DISCHARGED INTO THESTREET, GUTTER OR OTHER PORTION OF ANY STORM DRAINSYSTEM.2.PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE SEWERLATERAL SHALL BE VIDEO TAPED AND AN INSPECTIONREPORT ON THE RESULTS OF THE VIDEOTAPING SUBMITTEDTO THE CITY BY A PLUMBER AUTHORIZED BY THE CITY, PERORDINANCE 1439, CHAPTER 17.50 OF THE CITY OF LAGUNABEACH MUNICIPAL CODE .3.ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BEDISPOSED OF PER THE CITY OF LAGUNA BEACH'SCONSTRUCTION AND DEMOLITION WASTE DISPOSALORDINANCE. CONTRACTOR TO SUBMIT REQUIRED FORM TOTHE COMMUNITY DEVELOPMENT DEPARTMENT AND USEWASTE MANAGEMENT ROLL-OFF BINS FOR ALL DEBRIS TOCOMPLY WITH THE ORDINANCE, CALL (949) 642-1191 TOORDER BINS FOR THIS PURPOSE.4.REFER TO SITE DRAINAGE PLAN SHEET FOR EXISTING GRADEELEVATIONS AND FINISH GRADE ELEVATIONS5.SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENTPROPERTY CORNERS OR OFFSETS BEFORE STARTINGGRADING.6.FENCES, GATES, WALLS, PLANTER BOXES, PATIO COVERS,AND OTHER FREESTANDING STRUCTURES CANNOT EXCEED 6'MEASURED FROM NATURAL GRADE WITHIN THE REQUIREDSIDE YARD SETBACK.10.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.11.Pools, spas, walls, fences, patio covers and other freestanding structures require separate reviews and permits.12.Fences, hedges, walls, retaining walls, guardrails andhandrails, or any other combination thereof shall not exceed42" from existing grade prior to construction within therequired front yard setback area.Area TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.Open Volume Area(Site Area minus Setbacks)Total (Open Volume) Required:823 Sq. Ft.15% of Total Building Areax 15%5,488 Sq. Ft.Total (Open Volume) Provided:1,685 Sq. Ft.
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'trashtrashpaver13CUp19RUp18RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' Clgbuilt-inmech
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Mechbuilt-inbuilt-i
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Wicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-in94'-0"6'-2"9'-412"36'-1012"23'-9"17'-10"1'-4"6"2'-812"1'-0"4'-2"5'-0"25'-1012"3'-3"16'-1"67'-512"21'-6"17'-312"Minimum20' x 28'-3"Clear Dimensionat 3 Car Garage94'-0"39'-6"1'-0"17'-6"37'-0"6'-7"10'-7"3'-4"7'-212"8'-312"13'-3"17'-51
2"13'-10"6'-0"2'-6"12'-5"5'-9"5'-9"5'-712"7'-712"6'-0"4'-7"28'-6"21'-6"
67'-51
2"
4'-10"6'-5"6'-5"6'-0"8'-8"5'-01
2"1'-7"
3'-0"6'-4"9'-0"2'-4"1'-4"6'-1112"4'-012"6'-9"19'-7"6'-7"41'-7"6'-3"9"3'-4"5'-6"1'-0"5'-1012"17'-1"20'-1"3'-0"1'-412"20'-0"6'-2"17'-4"1'-0"1'-0"1'-0"3'-012"1'-8"5'-0"3'-11"15'-6"5'-2"10'-212"5'-312"4'-0"6'-1"6'-9"14'-912"4'-1112"19'-7"5'-8"1'-0"18'-6"4'-2"4'-1012"1'-4"3'-5"
3'-0"
3'-0"
7'-0"4'-31
2"6'-11
2"
3'-5"
7'-31
2"
8"
5'-3"
8"
5'-111
2"
8'-51
2"2'-6"1'-0"
4'-111
2"5'-7"4'-0"5'-31
2"
1'-0"25'-11"24'-0"10'-0"6'-7"1'-0"5'-10"1'-112"11'-6"6"1'-112"1'-4"1'-0"9"1'-0"15'-1112"612"8'-2"
1'-2"
4'-0"2'-6"10"
10'-0"
1'-0"
61
2"
2'-6"5'-0"
6'-4"
5'-111
2"F.F. El. 11.78F.F. El. 10.925F.F. El. 11.47F.F. El. 11.70EntryVestibule 9' ClgFS El. 11.50'FS El. 10.90'FS El. 10.90'F.F. El. 10.925FS El. 10.90'11'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgDA4.2EA4.2BA4.1AA4.1GA4.3CA4.1FA4.2HA-4.3BA-4.130'-0"6'-0"10'-7"16'-9"
2'-9"
8'-0"4'-0"2'-9"3'-0"4'-10"5'-0"16'-0"
6"1'-0"4'-9"15'-5"26'-0"38'-10"19'-6"30'-0"2'-6"2'-0"3'-0"8'-6"FS El. 11.40'F.S. El. 10.90FS El. 10.90'paverT.O.Paver El. 10.90'T.O.Deck El. 9.74'D117W101W102W105W106AbvW106W106D108D101D102D103D104D105D106W104D107D110D109D111D112D113D115D114D116D118
D119
W103W103F.S. El. 10.9028'-5"22'-1"Lower Level Floor PlanSCALE: 3/16" = 1'-0"LOWER LEVELFLOOR PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:FLOOR PLAN KEY NOTESSYMBOLXX15.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. DRAFT STOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16.PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH BACK DRAFT DAMPER.PER CMC.17.FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.18.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.1LINE OF CABINET(S) ABOVE2WOOD CABINET(S)3WOOD OPEN SHELVES4STEEL CABINETS5STEEL OPEN SHELVES6BUILT-IN MILLWORK7KITCHEN ISLAND8KOHLER BAR SINKAS SELECTED BY OWNER9ASHAWS 36" FARM HOUSE SINK WITHGARBAGE DISPOSALAS SELECTED BY OWNER9BSHAWS 30" FARM HOUSE SINKWITH GARBAGE DISPOSALAS SELECTED BY OWNER10WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10bWOLF 36" GAS RANGE / OVENAS SELECTED BY OWNER11VENT HOOD TO OUTSIDE AIR12AWOLF 30" STEAMER OVENAS SELECTED BY OWNER12B WOLF 30" MICROWAVE OVENAS SELECTED BY OWNER12CWOLF 30" WARMING DRAWERAS SELECTED BY OWNER13ASUB ZERO 30" REFRIGERATOR COLUMN AS SELECTED BY OWNER13BSUB ZERO 48" REFRIGERATOR / FREEZERAS SELECTED BY OWNER13CSUB ZERO 24" UNDER COUNTER WINE STORAGEAS SELECTED BY OWNER14WOLF 24" COFFEE MAKERAS SELECTED BY OWNER15DISHWASHER AS SELECTED BY OWNER16TRASH RECYCLING BIN17AMASONRY FIREPLACE MANUFACTURESISOKERN MODEL VF-42 VENT FREEEOR APPROVED EQUAL, UL 127WALL 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 VALVE CONTROLS. 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 IRRIGATIONDESIGN 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.PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.14.PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.33TUB/SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE34FREESTANDING TUB35HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36MUDSET CERAMIC TILED SEAT37TEMPERED GLASS SHOWER DOOR38WATER CLOSET TO BE 30" MIN. WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH39LAUNDRY SINK40WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN41DRYER SPACE. PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC42TANKLESS WATER HEATER43MECHANICAL EQUIPMENT44ROOF HATCH45ATTIC ACCESS46SITE WALL, SEE LANDSCAPE DRAWINGS47WOOD TRELLIS / ROOF FRAMING48LINE OF ROOF CANOPY4948" BUILT-IN BARBEQUE17BMASONRY FIREPLACE MANUFACTURESISOKERN MODEL MAGNUM 48 GAS BURNINGOR APPROVED EQUAL, ICC ESR-2316.INSTALL IN ACCORDANCE WTH THEMANUFACTURER'S PUBLISHEDINSTALLATION INSTRUCTION, ANDAPPLICABLE CODE.18FIREPLACE HEARTH19STONE VENEER20CEILING BEAM21DRYWALL OPENING22CASED OPENING23LINE OF FLOOR ABOVE24LOW WALL25HANDRAIL26GUARDRAIL27BUILT-IN DESK28BUILT-IN LINEN29BUILT-IN CLOSETS30SHELF AND POLE31DOUBLE SHELF AND POLE32LAVATORYLOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALLArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.
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8
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.
7
5
'25 Dn19R1444333Master SuiteVolumeClgHis8'-6" ClgMasterBathVolume ClgHers8'-6" ClgStorage9'-6" ClgOffice9'-6" ClgBath 29'-6" ClgLaundry9'-6" Clgbuilt-inBedroom 2Volume ClgStair Hall9'-6" Clgbuilt-inlinenbuilt-inbuilt-inbuilt-inTVAlcove7'-11" Clgbuilt-inbuilt-inWic9'-6" ClgAv9'-6" Clg8'-6" Clg-safehiddenpanelbuilt-in
13'-6 x 16'7' x 5'9' x 5'11' x 14'3'-6 x 6'5'-6 x 6'16' x 18'-97' x 6'67'-512"25'-1012"21'-6"20'-1"5'-1012"23'-314"9'-438"9'-418"37'-0"7'-10"7'-0"13'-2"57'-0"94'-0"9'-9"10'-5"3'-9"13'-1"9'-0"1'-9"8'-3"5'-9"3'-9"6'-0"4'-9"2'-0"4'-3"2'-0"4'-0"2'-3"8'-1112"1'-7"2'-712"4'-512"5'-1112"1'-1"3'-0"41'-7"16'-8"3'-0"
13'-7"
20'-0"
6'-111
2"3'-51
2"94'-0"17'-10"37'-4716"5'-01
2"5'-31
2"6'-11516"28'-0516"67'-51
2"
21'-6"17'-5 7
16"28'-6"
6'-5"8'-8"6'-5"15'-83
8"1'-9 1
16"3'-0"6'-3"5'-0"6'-7"2'-6"6'-10"5'-5"4'-912"4'-512"10'-3"7'-612"3'-0"3'-412"712"11'-6"5"
14'-5"
9'-51
2"5'-0"4'-51
2"
7'-0"
3'-9"
2'-71
2"4'-0"7'-6"7'-1"3'-11"3'-212"11'-0"3'-712"3'-0"2'-2"1'-0"4"11'-0"3'-0"8"7'-3"4'-1"3'-6"4"3'-2"2'-412"10'-812"3'-1012"2'-512"3'-1"1'-3"1'-512"4"2'-912"3'-912"4'-412"5'-0"4'-0"1'-0"5'-9"4'-0"4'-0"2'-412"14'-1012"1'-0"2'-6"5'-3"5'-9"3'-6"7'-0"
3'-2"5'-11"5'-3"
1'-4"
6'-21
2"
111
2"
7'-0"7'-3"15' x 15'7'-6 x 12'-812' x 16'5' x 3'10' x 5'7' x 12'-812'-9 x 16'DA4.2EA4.2BA4.1AA4.1GA4.3CA4.1FA4.2safe Dn18RClose
t
7'-5"Bedroom 39'-6 ClgClos
e
t Ba 39'-6 Clg26'-0"30'-0"
6"
10"
6'-21
2"
10"
6'-21
2"
10"
6'-21
2"
10"
6'-21
2"
10"
6"38'-10"6"12'-11"2'-4"2"3'-0"2"6"6'-5"14'-9"
14'-3"24' x 14'Wic9'-6 Clg12' x 13'-95'-6 x 5'5'-6 x 8'-922'-7"HA-4.3BA-4.1Gym9'-6 Clg6"3'-6"3'-0"9'-10"6'-0"3'-0"7'-9"
1'-5"
5'-7"
2'-3"
5'-0"
4'-6"
2'-6"
7'-4"W204W201 W203W204W206W205W207W209W208W210W211W210W210W210W211W211W212W212W212W213W213W213W213W213W214
W214
W216
W218W217
W217
W219
W219
W220
W220 W221W215 W215 W215
W220D202D207D201D203D204D205D206D208D209D213D212D210D211D214D215D216D217D220D218D219D221W202W202Upper Level Floor PlanSCALE: 3/16" = 1'-0"UPPER LEVELFLOOR PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.2SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:FLOOR PLAN KEY NOTESSYMBOLXX15.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. DRAFT STOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16.PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH BACK DRAFT DAMPER.PER CMC.17.FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.18.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.1LINE OF CABINET(S) ABOVE2WOOD CABINET(S)3WOOD OPEN SHELVES4STEEL CABINETS5STEEL OPEN SHELVES6BUILT-IN MILLWORK7KITCHEN ISLAND8KOHLER BAR SINKAS SELECTED BY OWNER9ASHAWS 36" FARM HOUSE SINK WITHGARBAGE DISPOSALAS SELECTED BY OWNER9BSHAWS 30" FARM HOUSE SINKWITH GARBAGE DISPOSALAS SELECTED BY OWNER10WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10bWOLF 36" GAS RANGE / OVENAS SELECTED BY OWNER11VENT HOOD TO OUTSIDE AIR12AWOLF 30" STEAMER OVENAS SELECTED BY OWNER12B WOLF 30" MICROWAVE OVENAS SELECTED BY OWNER12CWOLF 30" WARMING DRAWERAS SELECTED BY OWNER13ASUB ZERO 30" REFRIGERATOR COLUMN AS SELECTED BY OWNER13BSUB ZERO 48" REFRIGERATOR / FREEZERAS SELECTED BY OWNER13CSUB ZERO 24" UNDER COUNTER WINE STORAGEAS SELECTED BY OWNER14WOLF 24" COFFEE MAKERAS SELECTED BY OWNER15DISHWASHER AS SELECTED BY OWNER16TRASH RECYCLING BIN17AMASONRY FIREPLACE MANUFACTURESISOKERN MODEL VF-42 VENT FREEEOR APPROVED EQUAL, UL 127WALL 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 VALVE CONTROLS. 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 IRRIGATIONDESIGN 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.PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.14.PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.33TUB/SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE34FREESTANDING TUB35HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36MUDSET CERAMIC TILED SEAT37TEMPERED GLASS SHOWER DOOR38WATER CLOSET TO BE 30" MIN. WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH39LAUNDRY SINK40WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN41DRYER SPACE. PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC42TANKLESS WATER HEATER43MECHANICAL EQUIPMENT44ROOF HATCH45ATTIC ACCESS46SITE WALL, SEE LANDSCAPE DRAWINGS47WOOD TRELLIS / ROOF FRAMING48LINE OF ROOF CANOPY4948" BUILT-IN BARBEQUE17BMASONRY FIREPLACE MANUFACTURESISOKERN MODEL MAGNUM 48 GAS BURNINGOR APPROVED EQUAL, ICC ESR-2316.INSTALL IN ACCORDANCE WTH THEMANUFACTURER'S PUBLISHEDINSTALLATION INSTRUCTION, ANDAPPLICABLE CODE.18FIREPLACE HEARTH19STONE VENEER20CEILING BEAM21DRYWALL OPENING22CASED OPENING23LINE OF FLOOR ABOVE24LOW WALL25HANDRAIL26GUARDRAIL27BUILT-IN DESK28BUILT-IN LINEN29BUILT-IN CLOSETS30SHELF AND POLE31DOUBLE SHELF AND POLE32LAVATORYLOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALLArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.
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.
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R=17
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L=95
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7
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RIDGE
Slope1/4":12"2Slope1/4":12"Slope1/4":12"
High PointSteel Canopy RoofZinc Wrapped SteelBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to detailsSlope1/4":12"GeneratorRIDGEBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to detailsRIDGESteel Canopy RoofZinc Wrapped SteelHigh
P
o
i
n
t
Slope1/4":12"VALLEYVALLEY
Zinc WrappedFlat Roof CoveringSlope to DrainT.O.ShtgEl. 35.60'T.O.ShtgEl. 36.00'T.O.ChimneyEl. 30.05'T.O.ParapetEl. 36.08'T.O.ChimneyEl. 39.05'T.O.ParapetEl. 32.86'T.O.ParapetEl. 32.86'T.O.EyebrowEl. 30.92'2'-0"2'-138"5'-0"4'-0 12"5'-8"6'-0"1'-1"1'-5"2'-0"2'-0"
3'-1 12"
9'-4"6'-1"6'-1"15'-7"21'-2"Roof PlanSCALE: 3/16" = 1'-0"ROOF PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A3.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:ROOF LEGENDROOF KEY NOTES1REDLANDS CLAY TILE ROOF, SANDCASTSERIES, OLD HACIENDA TWO PIECE TILE, IAPMOUES ER-445 THE REDLANDS CLAY TILE ROOF TILESWHEN INSTALLED IN ACCORDANCE WITH THISREPORT, ARE CLASS "A" ROOF COVERINGSIN ACCORDANCE WITH THE IBC AND IRC2BUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.3ZINC METAL ROOFINGGLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND PRINTED INSTALLATION INSTRUCTIONS.4SHEET METAL WRAPPED CANOPYW/ CONCEALED GUTTERFINISH: OIL RUBBED BRONZE5LINE OF ROOF BELOWSYMBOLXXDSINDICATES ROOF PITCH ANDDIRECTION OF ROOF SLOPEINDICATES LOCATION OFDOWNSPOUT.ROOF PLAN NOTESx : 121.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 COPPER FLASHING AT ALL VALLEYSAND ROOF TO WALL CONDITIONS.4.ROOF GUTTERS SHALL VE PROVIDED WITH THEMEANS TO PREVENT ACCUMULATION OFLEAVES AND DEBRIS.5.ATTIC VENTS SHALL MEET THE FOLLOWINGREQUIREMENTS, CBC 1203.26.RADIANT BARRIER SILVER SHIELD BYFI-FOIL COMPANY OR APPROVED EQUAL.RADIANT BARRIER MUST BE TESTED ACCORDINGTO ASTM C-1371 OR ASTM E 408 AND MUSTBE CERTIFIED BY THE DEPARTMENT OF CONSUMERAFFAIRS. REFER TO SHEET T-24.MM FORINSTALLATION METHODS AND NOTES6LINE OF BUILDING BELOW7COPPER GUTTER TYPICAL8COPPER DOWNSPOUTCONNECTED TO SUB-GRADEDRAINAGE SYSTEM9CHIMNEY CAP10PARAPET CAP1126 GA. GALVANIZED METAL SADDLE12CLOAKED ROOF VENT13PARAPET, REFER TO DETAILS14AC UNIT - REFER TO MECHANICAL PLAN15GENERATOR - REFER TO MECHANICAL16PLANTERINDICATES O'HAGIN'S CLOAKED VENTMODEL "S" OR APPROVED EQUAL. NETFREE AREA 97.5 SQ. IN.
124ANG El. 10.56'Maximum Allowable Height El. 39.56'9'-6"9'-01
2"
8'-11
2"
9'-11"StairHall12193241C21CT.O.SlabEl 11.675'2916314404AFS El. 11.34'FS El. 10.90'FS El. 10.34'FS El. 11.44'FS El. 11.08'TW El. 17.04'FS El. 10.06'8'-112"8'-112"T.O.Slab 10.80'9'-6"EntryVestibulestorage2331624104A4A37PoolEqipmentSpaT.O.SlabEl 11.35'29T.O.Shtg.El. 35.64'El. 36.00'T.O.ParapetT.O.ParapetEl. 32.86'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 18.925'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'9'-01
2"9'-6"
8'-11
2"8'-11
2"FS El. 11.32'1628281C27232936ANG El. 10.56'Maximum AllowableHeight El. 39.56'1CFS El. 11.44'TW El. 17.40'59'-6"9'-012"FS El. 11.70'TW El. 17.04'8'-112"FS El. 11.47'MechanicalcoatEntryBedroom 3GymEntryVestibuleGarageStorageElavatorHallTVAlcove7241712241A314A293124104A4A4T.O.Slab 11.65'T.Pl. 30.34'B.O.Hdr. 28.97'T.O.Slab 11.675'T.Pl. 19.78'T.O.Shtg 20.84'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 36.00'Cap El. 39.05'T.O. ParapetEl. 32.86'T.O. Shtg.El. 35.60'T.O. ParapetEl. 36.08'7'-11"T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'B.O.Hdr. 19.80'8'-11
2"
8'-112"EntryFoyer1244Maximum Allowable Height El. 39.56'ANG El. 10.56'7'-3"
9'-01
2"9'-6"319101C164A4A24FS El. 11.04'T.O.SlabEl 11.675'TWEl. 17.40'TWEl. 17.04'9'-6"9'-11"T.O.Slab 10.80'OfficeChef's KitchenFS El. 10.34'FS El. 10.06'19FS El. 10.90'1223PoolEqipmentSpaT.O.Shtg.El. 35.64'T.O.ParapetEl. 36.00'El. 32.86'T.O.ParapetB.O.Hdr. 29.90'T.Pl. 31.28'T.Pl. 20.72'T.Pl. 20.72'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.O.Shtg 21.78'Section "B"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Section "A"SCALE: 3/16" = 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 TypeConstruction TypeFramingTotal CavityWinter DesignR-ValueU-ValueGarage RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cNone0.332Garage Exterior WallExterior WallsWood Framed Wall2x6 @ 16" o/cNone0.347R-30 RoofVolume CeilingsWood Framed Ceiling2x10 @ 16" o/cR-300.036R-22 RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cR-220.056R-21 WallExterior WallsWood Framed Wall2x6 @ 16" o/cR-210.069R-21 Wall 1Interior WallsWood Framed Wall2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2Attic RoofsWood Framed Ceiling2x4 Truss @ 24" o/cR-300.040R-30 Roof HPACeilings Below AtticWood Framed Ceiling2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor2x6 @ 16" o/cR-190.0491REFER TO STRUCTURAL ENGINEER DRAWINGS.2DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x 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 FLOOR4CONCRETE SLAB. SEE STRUCTURAL DWGS.5CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.62x WOOD FRAMING72x CEILING JOIST8WOOD I-JOISTS. SEE STRUCTURAL DWGS9WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10WIRE BRUSHED CEDAR WOOD RAFTER TAIL11WIRE BRUSHED CEDAR WOOD CORBEL BEAM12WIRE BRUSHED CEDAR WOOD DETAILING13PLYWOOD ROOF SHEATHING14PLYWOOD DECK SHEATHING15INSULATION, SEE TITLE 2416CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18ZINC METAL ROOF19SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20ROOF DRAIN W/ OVERFLOW21COPPER GUTTER / DOWNSPOUT22STEEL ENTRY DOOR23WOOD DOOR / WINDOW24STEEL DOOR / WINDOW25WIRE BRUSHED CEDAR WOOD GARAGE DOOR26WIRE BRUSHED CEDAR WOOD GATE27WIRE BRUSHED CEDAR WOOD SHUTTER28TILE PAVER CHIMNEY CAP29COPPER PARAPET WALL CAP FLASHING30PLANTER WALL - REFER TO LANDSCAPE PLANS31SITE WALL - REFER TO LANDSCAPE PLANS32DECORATIVE LIGHT FIXTURE33BUILDING ADDRESS34AC COMPRESSOR35BACKUP GENERATOR36STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37STUCCO SOFFIT38POOL AND SPA - REFER TO LANDSCAPE PLANS39BUILT-IN BARBEQUE40WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "C"SCALE: 3/16" = 1'-0"
9'-11"9'-6"
8'-11
2"OfficeChef'sKitchenANG El. 10.56'FS El. 9.76'TW El. 17.04'28Maximum Allowable Height El. 39.56'1C3116384A28TWEl. 17.40'41939210FS El. 11.08'30FS El. 9.90'4A123141C29102494A1240T.O. ChimneyCap El. 39.05'T.O.Slab 10.80'T.O. Shtg.El. 36.00'T.O. ChimneyCap El. 39.05'T.O. ParapetEl. 30.08'T.O. Shtg.El. 35.50'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'9'-6"10'-103
8"
8'-11
2"HerClosetOutdoorRoomDiningGallery440231ANG El. 10.56'Maximum Allowable Height El. 39.56'2838TW El. 17.04'16284A104A491C710391C37118'-0"4AFS El. 9.60'12293112T.O.Slab 9.855'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 34.70'T.O. ParapetEl. 35.125'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 34.625'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'5128'-6"
8'-0"
9'-6"Bedroom 2StairHallHiselevatorOfficeLaundryMaster BathHersChef'sKitchenDining RoomLiving RoomKitchenElevHallBedroom 4FS El. 11.28'289ANG El. 10.56'9'-6"
8'-112"
9'-012"
8'-112"Maximum Allowable Height El. 39.56'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Slab 11.675'T.Pl. 20.72'T.O.Shtg 21.78'B.O.Hdr. 19.80'34109291C1643594A7721323FS El. 9.10'FS El. 10.90'9'-11"8'-112"9'-6"8'-112"16T.O. ChimneyCap El. 39.05'217724244472319New TOCExistingEl. 10.70'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'El. 31.52'El. 35.60'T.O.Shtg.T.O.ParapetT.O.Shtg.El. 35.64'T.O.Shtg.El. 36.00'B.O.Hdr. 18.925'3'-6"3'-0"Section "D"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.2SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS: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 TypeConstruction TypeFramingTotal CavityWinter DesignR-ValueU-ValueGarage RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cNone0.332Garage Exterior WallExterior WallsWood Framed Wall2x6 @ 16" o/cNone0.347R-30 RoofVolume CeilingsWood Framed Ceiling2x10 @ 16" o/cR-300.036R-22 RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cR-220.056R-21 WallExterior WallsWood Framed Wall2x6 @ 16" o/cR-210.069R-21 Wall 1Interior WallsWood Framed Wall2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2Attic RoofsWood Framed Ceiling2x4 Truss @ 24" o/cR-300.040R-30 Roof HPACeilings Below AtticWood Framed Ceiling2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor2x6 @ 16" o/cR-190.0491REFER TO STRUCTURAL ENGINEER DRAWINGS.2DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x 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 FLOOR4CONCRETE SLAB. SEE STRUCTURAL DWGS.5CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.62x WOOD FRAMING72x CEILING JOIST8WOOD I-JOISTS. SEE STRUCTURAL DWGS9WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10WIRE BRUSHED CEDAR WOOD RAFTER TAIL11WIRE BRUSHED CEDAR WOOD CORBEL BEAM12WIRE BRUSHED CEDAR WOOD DETAILING13PLYWOOD ROOF SHEATHING14PLYWOOD DECK SHEATHING15INSULATION, SEE TITLE 2416CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18ZINC METAL ROOF19SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20ROOF DRAIN W/ OVERFLOW21COPPER GUTTER / DOWNSPOUT22STEEL ENTRY DOOR23WOOD DOOR / WINDOW24STEEL DOOR / WINDOW25WIRE BRUSHED CEDAR WOOD GARAGE DOOR26WIRE BRUSHED CEDAR WOOD GATE27WIRE BRUSHED CEDAR WOOD SHUTTER28TILE PAVER CHIMNEY CAP29COPPER PARAPET WALL CAP FLASHING30PLANTER WALL - REFER TO LANDSCAPE PLANS31SITE WALL - REFER TO LANDSCAPE PLANS32DECORATIVE LIGHT FIXTURE33BUILDING ADDRESS34AC COMPRESSOR35BACKUP GENERATOR36STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37STUCCO SOFFIT38POOL AND SPA - REFER TO LANDSCAPE PLANS39BUILT-IN BARBEQUE40WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "E"SCALE: 3/16" = 1'-0"Section "F"SCALE: 3/16" = 1'-0"
340191C29231A23234A4A331Maximum Allowable Height El. 39.56'TWEl. 17.40'ANG El. 10.56'T.O.Slab 11.675'FS El. 10.90'FS El. 11.50'FS El. 11.30'9'-01
2"
8'-112"Varies9'-6"
7'-3"FS El. 10.06'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'El. 32.86'T.O.Parapet512Master BedroomOutdoorRoomFS El. 11.70'FS El. 10.90'9'-11"924Maximum Allowable Height El. 39.56'9'-6"ANG El. 10.56'8'-11
2"8'-11
2"
9'-012"T.O.Slab 11.675'FS El. 9.18'37241C24162437TVAlcove191A237231529FS El. 11.28'9'-6"8'-112"8'-112"2912EntryVestibule194010244A199231C1C23241CEl. 10.70'New TOWExistingT.O. ChimneyCap El. 39.05'El. 30.50'T.O.Shtg.El. 35.60'El. 36.00'T.O. Shtg.El. 35.64'T.O.Shtg.T.O.ParapetT.O.Shtg 21.78'B.O.Hdr. 29.90'B.O.Hdr. 18.925'T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 19.80'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'7'-11"
3'-6"3'-0"1929231A1C4A2333132340TWEl. 17.40'ANG El. 10.56'T.O.Slab 11.675'9'-01
2"FS El. 10.90'FS El. 11.30'8'-112"
9'-6"FS El. 10.06'T.O.ParapetEl. 32.86'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.Pl. 20.72'Section "H"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.3SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Section "G"SCALE: 3/16" = 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 TypeConstruction TypeFramingTotal CavityWinter DesignR-ValueU-ValueGarage RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cNone0.332Garage Exterior WallExterior WallsWood Framed Wall2x6 @ 16" o/cNone0.347R-30 RoofVolume CeilingsWood Framed Ceiling2x10 @ 16" o/cR-300.036R-22 RoofVolume CeilingsWood Framed Ceiling2x4 @ 16" o/cR-220.056R-21 WallExterior WallsWood Framed Wall2x6 @ 16" o/cR-210.069R-21 Wall 1Interior WallsWood Framed Wall2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2Attic RoofsWood Framed Ceiling2x4 Truss @ 24" o/cR-300.040R-30 Roof HPACeilings Below AtticWood Framed Ceiling2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor2x6 @ 16" o/cR-190.0491REFER TO STRUCTURAL ENGINEER DRAWINGS.2DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGN INTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x 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 FLOOR4CONCRETE SLAB. SEE STRUCTURAL DWGS.5CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.62x WOOD FRAMING72x CEILING JOIST8WOOD I-JOISTS. SEE STRUCTURAL DWGS9WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10WIRE BRUSHED CEDAR WOOD RAFTER TAIL11WIRE BRUSHED CEDAR WOOD CORBEL BEAM12WIRE BRUSHED CEDAR WOOD DETAILING13PLYWOOD ROOF SHEATHING14PLYWOOD DECK SHEATHING15INSULATION, SEE TITLE 2416CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18ZINC METAL ROOF19SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20ROOF DRAIN W/ OVERFLOW21COPPER GUTTER / DOWNSPOUT22STEEL ENTRY DOOR23WOOD DOOR / WINDOW24STEEL DOOR / WINDOW25WIRE BRUSHED CEDAR WOOD GARAGE DOOR26WIRE BRUSHED CEDAR WOOD GATE27WIRE BRUSHED CEDAR WOOD SHUTTER28TILE PAVER CHIMNEY CAP29COPPER PARAPET WALL CAP FLASHING30PLANTER WALL - REFER TO LANDSCAPE PLANS31SITE WALL - REFER TO LANDSCAPE PLANS32DECORATIVE LIGHT FIXTURE33BUILDING ADDRESS34AC COMPRESSOR35BACKUP GENERATOR36STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37STUCCO SOFFIT38POOL AND SPA - REFER TO LANDSCAPE PLANS39BUILT-IN BARBEQUE40WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "J"SCALE: 3/16" = 1'-0"
9'-6"4128'-11
2"
9'-012"
8'-11
2"ANG El. 10.56'Maximum AllowableHeight El. 39.56'1821818T.O. ChimneyCap El. 39.05'8'-112"9'-012"2115181612499115FS El. 11.31'301273175FS El. 11.31'FS El. 11.29'16TW El. 17.04'FS El. 11.29'FS El. 11.31'TW El. 17.40'7'-778"9'-6"T.O.Slab 11.675'T.O.Slab 11.675'11151861318T.Pl. 20.72'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.O. Shtg.El. 35.60'T.O. EyebrowEl. 30.92'T.O. ParapetEl. 32.86'T.O. Shtg.El. 36.00'T.O. ParapetEl. 36.08'T.O. ChimneyCap El. 39.05'B.O.Hdr. 29.90'T.O.Shtg 21.78'T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 19.80'8'-112"T.O. ChimneyCap El. 39.05'9'-01
2"B.O.Hdr. 19.80'8'-11
2"Maximum Allowable Height El. 39.56'T.O.Slab 11.675'ANG El. 10.56'8'-11
2"T.O.Shtg 21.78'9'-6"T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 29.90'FS El. 11.28'FS El. 11.35'FS El. 11.08'FS El. 9.18'FS El. 9.74'FS El. 9.74'FS El. 11.31'FS El. 10.49'FS El. 10.32'8'-112"9'-11"9'-6"New TOWEl. 10.70'T.O.Shtg.El. 35.60'T.O.ParapetEl. 35.64'El. 32.86'El. 30.50'T.O.Shtg.T.O.ParapetT.O.Shtg.El. 36.00'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.Pl. 20.72'B.O.Hdr. 18.925'FS El. 10.70'3'-0"3'-6"BUILDINGELEVATIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:SCALE: 3/16" = 1'-0"ELEVATION NOTESROOFING MATERIAL:ELEVATION KEY NOTESGUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERS ANDDOWNSPOUTS - ALL COPPER TO BE DARK BROWNIN COLORBUILDING PAPER:PROVIDE A MINIMUM OF TWO LAYERS OF GRADE "D"PAPER OVER ALL WOOD BASED SHEATHING ANDUNDER ALL GROUT BASED MASONRY VENEERS.VAPOR BARRIER:PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRATIONS INCLUDING DOORS AND WINDOWSPER DETAILSCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANYPORTION OF THE BUILDING WITH IN 10'-0", BUT SHALL NOTBE LESS THAN 3' ABOVE THE HIGHEST POINT WHERETHE CHIMNEY PASSES THROUGH THE ROOF.BUILT-UPROOFING:WOOD SIDING:1x8 WIRE BRUSHED CEDARWOOD SIDING OVER GRADE "D"BUILDING PAPERWOOD TRIM:2x WOOD TRIMWIRE BRUSHED CEDAR1891251X8 VERTICAL WOOD SIDING WITH13STEEL DOORS & WINDOWS COLOR - OIL RUBBED BRONZEGARAGE DOORS :COLOR - DARK STAIN EXPRESSIO3/8" STRAIGHT GROVEWIRE BRUSHED CEDARCOLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR3SHEET METAL WRAPPED CANOPY7SMOOTH STUCCO - TROWEL FINISHCHIMNEY CAP - STONE PAVERCOLOR - AGED TERRA COTTA4ZINC METAL ROOFING15EXTERIOR LIGHT FIXTURE16STUCCO OVER CMU WALL20SMOOTH STUCCO / TROWEL FINISHWOOD GATE :21WOOD DETAILING :WIRE BRUSHED CEDAR19COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDARORNAMENTAL IRON BARN DOOR HARDWARECOLOR - BELGIAN BLACK WROUGHT IRON BALCONY DETAILINGCOLOR : BELGIAN BLACKWOOD SHUTTER :COLOR - DARK STAIN EXPRESSIO14WIRE BRUSHED CEDARWROUGHT IRON:FLAT MATTE POWDER COATCOLOR - BELGIAN BLACKSTEEL CHANNELEYEBROW:SHEET METALOIL RUBBED BRONZECONCEALED GUTTERWOODDOORS / WINDOWS:WIRE BRUSHED CEDARFACTORY FINISHBY - "WOODWORKS ETC., INC"COLOR - DARK GREYSTEELDOORS / WINDOWS:HOT DIPPED GALVANIZEDBY - "STEELWORKS ETC., INC"FINISH - OIL RUBBED BRONZEGLAZING - METAL STOPSMOOTH STUCCOFINISH:PAINTED 3-COAT EXTERIOR PLASTER BY:"MERLEX" COLOR: P-1007/8" THICK THREE-COAT PORTLAND CEMENT PLASTERW/ SMOOTH FINISH OVER LATH AND BUILDING PAPER(PROVIDE W LAYERS OF GRADE D PAPER AT SHEARWALLS, AND WOOD SHEATHING)FINISH: OIL RUBBED BRONZECOLOR - PAINT "MT AQUAFIR" (DARK GREY)ANTIQUE PAVER TILE (CLASS "A")COLOR - VARIES STONE PAVER OVER CONCRETE SLABREFER TO LANDSCAPE PLANS 22HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROMSTREET (MINIMUM 4" HIGH x 1" WIDE) CRC R31925AC COMPRESSORREFER TO SPECIFICATIONS26ELECTRIC METERREFER TO ELECTRICAL PLANS27GAS METERREFER TO PLUMBING PLANS2810STEEL ENTRY DOORCOLOR - OIL RUBBED BRONZE17GUTTERS / DOWNSPOUT29WASTE BIN LOCATION11WOOD DOORS & WINDOWS COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR18REDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.2GLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND INSTALLATION INSTRUCTIONSREDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.W/ CONCEALED GUTTERPLANTER REFER TO LANDSCAPE PLANS 23BUILT-IN BARBEQUEREFER TO LANDSCAPE PLANS 2464 x 6 WOOD SHAPED RAFTER TAILEast ElevationSCALE: 3/16" = 1'-0"South Elevation
Maximum Allowable Height El. 39.56'8'-112"ANG El. 10.56'9'-01
2"9'-6"FS El. 11.08'FS El. 9.06'FS El. 9.18'FS El. 9.47'FS El. 11.44'FS El. 9.74'FS El. 9.63'8'-112"8'-112"9'-6"9'-11"TW El. 17.04'T.O.Slab 10.80'T.O. ChimneyCap El. 39.05'31T.O.Slab El 11.675'1C12TW El. 17.04'FS El. 10.90'4A23T.O.Shtg.El. 32.86'T.O.ParapetT.O.ChimneyCap El. 39.05'El. 35.64'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 18.925'14Maximum Allowable Height El. 39.56'FS El. 10.90'8'-112"
9'-6"ANG El. 10.56'8'-11
2"FS El. 9.70'FS El. 10.90'FS El. 11.40'8'-112"9'-6"FS El. 11.27'EG El. 9.64'FS El. 11.35'9'-012"TW El. 17.04'T.O. ChimneyCap El. 39.05'El. 10.70'New TOWT.O.Slab 11.675'T.O. Shtg.El. 35.60'T.O. ParapetEl. 36.00'T.O. Shtg.El. 35.64'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O. Hdr. 19.80'FS El. 9.15'3'-0"3'-6"North ElevationSCALE: 3/16" = 1'-0"BUILDINGELEVATIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.2SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:SCALE: 3/16" = 1'-0"ELEVATION NOTESROOFING MATERIAL:ELEVATION KEY NOTESGUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERS ANDDOWNSPOUTS - ALL COPPER TO BE DARK BROWNIN COLORBUILDING PAPER:PROVIDE A MINIMUM OF TWO LAYERS OF GRADE "D"PAPER OVER ALL WOOD BASED SHEATHING ANDUNDER ALL GROUT BASED MASONRY VENEERS.VAPOR BARRIER:PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRATIONS INCLUDING DOORS AND WINDOWSPER DETAILSCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANYPORTION OF THE BUILDING WITH IN 10'-0", BUT SHALL NOTBE LESS THAN 3' ABOVE THE HIGHEST POINT WHERETHE CHIMNEY PASSES THROUGH THE ROOF.BUILT-UPROOFING:WOOD SIDING:1x8 WIRE BRUSHED CEDARWOOD SIDING OVER GRADE "D"BUILDING PAPERWOOD TRIM:2x WOOD TRIMWIRE BRUSHED CEDAR1891251X8 VERTICAL WOOD SIDING WITH13STEEL DOORS & WINDOWS COLOR - OIL RUBBED BRONZEGARAGE DOORS :COLOR - DARK STAIN EXPRESSIO3/8" STRAIGHT GROVEWIRE BRUSHED CEDARCOLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR3SHEET METAL WRAPPED CANOPY7SMOOTH STUCCO - TROWEL FINISHCHIMNEY CAP - STONE PAVERCOLOR - AGED TERRA COTTA4ZINC METAL ROOFING15EXTERIOR LIGHT FIXTURE16STUCCO OVER CMU WALL20SMOOTH STUCCO / TROWEL FINISHWOOD GATE :21WOOD DETAILING :WIRE BRUSHED CEDAR19COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDARORNAMENTAL IRON BARN DOOR HARDWARECOLOR - BELGIAN BLACK WROUGHT IRON BALCONY DETAILINGCOLOR : BELGIAN BLACKWOOD SHUTTER :COLOR - DARK STAIN EXPRESSIO14WIRE BRUSHED CEDARWROUGHT IRON:FLAT MATTE POWDER COATCOLOR - BELGIAN BLACKSTEEL CHANNELEYEBROW:SHEET METALOIL RUBBED BRONZECONCEALED GUTTERWOODDOORS / WINDOWS:WIRE BRUSHED CEDARFACTORY FINISHBY - "WOODWORKS ETC., INC"COLOR - DARK GREYSTEELDOORS / WINDOWS:HOT DIPPED GALVANIZEDBY - "STEELWORKS ETC., INC"FINISH - OIL RUBBED BRONZEGLAZING - METAL STOPSMOOTH STUCCOFINISH:PAINTED 3-COAT EXTERIOR PLASTER BY:"MERLEX" COLOR: P-1007/8" THICK THREE-COAT PORTLAND CEMENT PLASTERW/ SMOOTH FINISH OVER LATH AND BUILDING PAPER(PROVIDE W LAYERS OF GRADE D PAPER AT SHEARWALLS, AND WOOD SHEATHING)FINISH: OIL RUBBED BRONZECOLOR - PAINT "MT AQUAFIR" (DARK GREY)ANTIQUE PAVER TILE (CLASS "A")COLOR - VARIES STONE PAVER OVER CONCRETE SLABREFER TO LANDSCAPE PLANS 22HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROMSTREET (MINIMUM 4" HIGH x 1" WIDE) CRC R31925AC COMPRESSORREFER TO SPECIFICATIONS26ELECTRIC METERREFER TO ELECTRICAL PLANS27GAS METERREFER TO PLUMBING PLANS2810STEEL ENTRY DOORCOLOR - OIL RUBBED BRONZE17GUTTERS / DOWNSPOUT29WASTE BIN LOCATION11WOOD DOORS & WINDOWS COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR18REDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.2GLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND INSTALLATION INSTRUCTIONSREDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.W/ CONCEALED GUTTERPLANTER REFER TO LANDSCAPE PLANS 23BUILT-IN BARBEQUEREFER TO LANDSCAPE PLANS 2464 x 6 WOOD SHAPED RAFTER TAILWest Elevation
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R=1
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4
.
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.
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.
7
5
'76'-2"21'-6"
5'-5"10'-5"16'-6"11'-6"2'-6"17'-10"6'-0"1'-1"41'-7"
5'-10"26'-0"12'-10"8'-11"
30'-0"
4'-9"5'-0"Total Coverage"S" = 3,703 sq.ft76'-2" x 21'-6"S8 = 1,638 sq.ft12'-10" x 4'-9"S3 = 61 sq.ft3'-6" x 8'-11"S2 = 31 sq.ft6'-0" x 6'-11"S1 = 41 sq.ft26' x 30'S4 = 780 sq.ft(12) 5'-5" x 16'-6"S5 = 46 sq.ft16'-6" x 10'-5"S6 = 172 sq.ft11'-6" x 2'-6"S9 = 29 sq.ft17'-10" x 41'-7"S12 = 742 sq.ft6' x 1'-1"S11 = 6 sq.ft(12) 5'-10" x 17'-10"S14 = 52 sq.ft5' x 1'S15 = 5 sq.ft3' x 16'-8"S13 = 50 sq.ft16'-8"3'-0"11'-0"2'-6"2'-6"8'-8"11' x 2'-6"S10 = 28 sq.ft2'-6" x 8'-8"S7 = 22 sq.ft6'-0"6'-11"3'-6"SITE COVERAGEOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.1SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Site Coverage Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation31 Sq. Ft.S1:61 Sq. Ft.S2:780 Sq. Ft.S3:46 Sq. Ft.S4:172 Sq. Ft.S5:22 Sq. Ft.S6:1,638 Sq. Ft.S7:Hatching IndicatesSite CoverageHatching LegendSite CoverageS8:41 Sq. Ft.29 Sq. Ft.S9:Total3,702 Sq. Ft.Coverage Area:28 Sq. Ft.6 Sq. Ft.S10:S11:742 Sq. Ft.S12:50 Sq. Ft.52 Sq. Ft.S13:S14:5 Sq. Ft.S15:
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R=1
6
4
.
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.
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.
7
5
'Total Coverage"OS-1" = 1,483 sq.ft TotalCoverage "OS-2" = 202 sq.ft4'-3"10'-7"15'-10"
6'-1"9'-4"18'-6"7'-2"26'-8"2'-6"21'-10"1'-9"37'-3"23'-9"7'-9"10'-10"2'-8"2'-10"8'-1"6'-10"
2'-6"5'-3"15'-0"18'-6" x 9'-4"OS-1 = 173 sq.ft(12) 6'-1" x 18'-6"OS-4 = 56 sq.ft7'-2" x 2'-6"OS-2 = 18 sq.ft8'-1" x 6'-10"OS-3 = 55 sq.ft(12) 5'-3" x 15'OS-5 = 42 sq.ft2'-10" x 15'OS-6 = 43 sq.ft37'-3" x 21'-10"OS-7 = 812 sq.ft26'-8" x 2'-6"OS-8 = 67 sq.ft23'-9" x 1'-9"OS-9 = 41 sq.ft(12) 7'-9" x 23'-9"OS-10 = 93 sq.ftOS-11 = 3 sq.ftOS-12 = 14 sq.ft2'-10" x 15'OS-13 = 54 sq.ftOS-15 = 1 sq.ftOS-14 = 11 sq.ft5'-0"10'-7" x 15'-10"OS-16 = 168 sq.ft(12) 4'-3" x 15'-10"OS-17 = 34 sq.ftSITE OPEN SPACEOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.2SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Site Open Space Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation18 Sq. Ft.S1:55 Sq. Ft.S2:56 Sq. Ft.S3:42 Sq. Ft.S4:43 Sq. Ft.S5:812 Sq. Ft.S6:67 Sq. Ft.S7:Hatching IndicatesSite Open SpaceHatching LegendSite Open SpaceS8:173 Sq. Ft.41 Sq. Ft.S9:Total OS-11,483 Sq. Ft.Coverage Area:93 Sq. Ft.3 Sq. Ft.S10:S11:14 Sq. Ft.S12:54 Sq. Ft.11 Sq. Ft.S13:S14:1 Sq. Ft.S15:Total OS-2202 Sq. Ft.Coverage Area:168 Sq. Ft.S16:34 Sq. Ft.S17:Total Open Space1,685 Sq. Ft.Coverage Area:
Total Main Level "B" = 2,418 sq.ftTotal 3 Car Garage "C1" = 867 sq.ft17'-10"76'-2"2'-6"8'-8"
39'-11"1'-7"
21'-6"
2'-6"11'-6"11'-412"2'-0"3'-512"2'-012"5'-3"76'-2" x 21'-6"B2 = 1,637 sq.ft2'-6" x 8'-8"B1 = 22 sq.ft17'-10" x 39'-11"B3 = 712 sq.ft11'-4 1/2" x 1'-7"B4 = 18 sq.ft2' x 2'B5 = 4 sq.ft2' x 6"B6 = 1 sq.ft3'-5 1/2" x 5'-3"B7 = 18 sq.ft11'-6" x 2'-6"B5 = 29 sq.ft26' x 30'C1 = 780 sq.ft3' x 13'-3"C2 = 40 sq.ft9'-10" x 4'-9"C3 = 47 sq.ft30'-0"3'-0"13'-3"9'-10"4'-9"3'-0"26'-0"MAIN LEVEL AREAOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.3SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Main Level Area Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation22 Sq. Ft.B1:1,637 Sq. Ft.B2:Total712 Sq. Ft.B3:18 Sq. Ft.B4:29 Sq. Ft.B5:2,418 Sq. Ft.Main Level Area:Hatching IndicatesMain Level AreaHatching LegendMain Level AreaTotal780 Sq. Ft.C1:867 Sq. Ft.3 Car Garage40 Sq. Ft.C2:47 Sq. Ft.C3:Garage AreaPool Eqipment :Pool Bath
2'-6"22'-3"57'-0"21'-6"
8'-8"
11'-312"4'-11"
29'-0"15'-0"8'-61
2"
21'-6"16'-8"2'-2"2'-212"6'-812"3'-0"10'-912"2'-112"4'-5"17'-6"11'-0"2'-6"Total Upper Level"D" = 3,248 sq.ft22'-3" x 21'-6"D5 = 478 sq.ft24'-1" x 29'D2 = 697 sq.ft2'-6" x 8'-8"D4 = 22 sq.ft15' x 2'-6"D3 = 38 sq.ft15' x 11'-3 1/2"D1 = 169 sq.ft57' x 21'-11"D9 = 1,225 sq.ft9' x 8'-6 1/2"D8 = 76 sq.ft11' x 2'-6"D16 = 27 sq.ft17'-6" x 17'-1"D15 = 297 sq.ft6'-8 1/2" x 2'-1 1/2"D14 = 13 sq.ft6'-8 1/2" x 4'-5"D13 = 29 sq.ft6'-8 1/2" x 2'-2 1/2"D12 = 14 sq.ft10'-9 1/2" x 2'-2"D11 = 22 sq.ft3' x 16'-8"D10 = 49 sq.ft25'-0"9'-0"5'-9"9'-0"
7'-0"5'-9"5'-9" x 9'D6 = 52 sq.ft5'-9" x 7'D7 = 40 sq.ft17'-1"UPPER LEVEL AREAOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.4SHEET TITLE:RITNER GROUP, INC. 2020 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:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020
FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20 PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Upper Level Area Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation169 Sq. Ft.D1:697 Sq. Ft.D2:Total38 Sq. Ft.D3:22 Sq. Ft.D4:478 Sq. Ft.D5:52 Sq. Ft.D6:40 Sq. Ft.D7:3,248 Sq. Ft.Main Upper Area:Hatching IndicatesUpper Level AreaHatching LegendUpper Level Area76 Sq. Ft.D8:1,225 Sq. Ft.D9:49 Sq. Ft.D10:22 Sq. Ft.D11:14 Sq. Ft.D12:Hatching IndicatesDeck Area297 Sq. Ft.D15:27 Sq. Ft.D16:29 Sq. Ft.D13:13 Sq. Ft.D14:
PRIVATE CHANNELF.F.=11.78T/SLAB=__.__PAD=__.__F.F.=9.98T/SLAB=__.__PAD=__.__GARAGEPOOLSPACONSTRUCTION NOTESDISPOSITION NOTESLEGENDSCOPE OF WORKCITY OF NEWPORT BEACH NOTESADDITIONAL NOTESSURVEYOREASEMENT NOTESDETAILCATCH BASIN FILTER INSERT139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITY
PRIVATE CHANNELF.F.=11.78T/SLAB=__.__PAD=__.__F.F.=9.98T/SLAB=__.__PAD=__.__GARAGEPOOLSPASURVEYOR139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPRELIMINARY PLAN, NOT FOR CONSTRUCTIONYEAR-ROUND BMP REQUIREMENTSTRACKING CONTROL BMPsEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTLEGENDNOTE
F.F.=11.78T/SLAB=__.__PAD=__.__F.F.=9.98T/SLAB=__.__PAD=__.__GARAGEPOOLSPAPRIVATE CHANNELCATCH BASIN WITHFILTER INSERTSEE DETAIL HEREON.DRAINAGE AREA =8,942 S.F. (0.205 ac)DRAINAGEBOUNDARYDRAINAGEBOUNDARYOVERFLOW OUTLETTO EX. CURBFORCE MAINSUMP PUMP W/ OVERFLOWTO THE CATCHBASIN THENTO THE NORTHERLYPLANTER AREADETAILCATCH BASIN FILTER INSERT139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITYPROPOSED BUILDINGWQMP LEGENDRUNOFF FLOW DIRECTIONPROPOSED ROOF DOWNSPOUTAND FILTER INSERTFLOW DIRECTION IN DRAIN LINESPROPOSED DRAIN LINECATCH BASIN WITH FILTER INSERTPROPOSED DRAIN INLETSPROPOSED CONCRETE PAVINGDRAINAGE BOUNDARYPROPOSED PERVIOUS SURFACEPROPOSED FORCE MAIN
trashtrash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' C
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Wicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118 D117D119
Date: June 5, 2020Sheet No.L-1Revision No.DescriptionScale: 1/8" = 1'-0"Project No.NPlanHardscapeSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 92629
25622 Eastwind Dr.949 338-8097 c.
pete@philips-design.comState License11-23-20CDP Submittal
trashtrash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' C
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Wicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118 D117D119
Date: June 5, 2020Sheet No.L-7Revision No.DescriptionScale: 1/8" = 1'-0"Project No.NPlanTreeSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 92629
25622 Eastwind Dr.949 338-8097 c.
pete@philips-design.comState License11-23-20CDP Submittal
trashtrash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' C
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Wicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118 D117D119
Date: June 5, 2020Sheet No.L-8Revision No.DescriptionScale: 1/8" = 1'-0"Project No.NPlanPlantingSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 92629
25622 Eastwind Dr.949 338-8097 c.
pete@philips-design.comState License7-20-20CDP Submittal