The URL can be used to link to this page

Home My WebLink AboutPA2021-207_20211117_Plans_42X30DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SHEET LISTCODE INFORMATIONSITE INFORMATIONPROJECT STATISTICSDEFERRED SUBMITTALSPROJECT DESCRIPTION VICINITY MAP SPECIAL INSPECTIONS SHORING & EXCAVATION AGENCIES & SERVICES PROJECT DIRECTORY 13 24 57 68 911 10 BRANDONARCHITECT STRUCTURAL ENGINEER INTERIOR DESIGNER ENERGY CONSULTANT BRANDON ARCHITECTS, INC. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P: 714.454.4040 WWW.BRANDONARCHITECTS.COM OWNER CIVIL ENGINEER LANDSCAPE DESIGNER MEP CONSULTANT GENERAL CONTRACTOR GEOTECHNICAL ENGINEER SURVEYORARCHITECTS, INC.BRANDON ARCHITECTS 11/01/2021 TITLE SHEETSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 T-1.0 SMITH RESIDENCE 300 MORNING LN., NEWPORT BEACH, CA 92660 PA -2021-207 RYAN MCDANIEL, AIA TIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 TBD COAST GEOTECHNICAL, INC. 1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 P: (714) 870.1211 E: COASTGEOTEC@SBCGLOBAL.NET APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: (714) 488.5006 E: APEXLSINC@GMAIL.COM GARDEN STUDIO DESIGN C/O. SPENCER LUJAN 2732 E. COAST HWY. STE. A CORONA DEL MAR, CA 92625 P: (949) 903.4771 E: SPENCER@GARDENSTUDIODESIGN.COM BROOKE WAGNER DESIGN C/O. AMANDA MASSIE 2732 E. COAST HWY. SUITE C CORONA DEL MAR, CA 92625 P: (949) 612.2716 E: AMANDA@BROOKEWAGNERDESIGN.COM PMA CONSULTING, INC. PLAMEN PETROV 28161 CASITAS CT. LAGUNA NIGUEL, CA 92677 P: (714) 717.7542 E: CONSULTING@PMA-BG.COM TOM RUIZ FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST., STE 203 HUNTINGTON BEACH, CA 92646 P: (714) 963.6793 E: TOMR@FORKERTENGINEERING.COM CARLY NOBLE ENERGY CODE WORKS, INC. 2600 MICHELSON DR., STE. 1700 IRVINE,CA 92612 P: (800)700.0131 E: CARLY@ENERGYCODE.COM TBD BUILDING AREA SHCEDULE NAME AREA COMMENTS FIRST FLOOR LIVING 2827 SF SECOND FLOOR LIVING 3761 SF 6588 SF 2-CAR GARAGE 467 SF 1-CAR GARAGE 326 SF 793 SF GRAND TOTAL 7380 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS LEGAL DESCRIPTION: LOT INFORMATION: ZONED: R-1 -6,000 SINGLE-UNIT RESIDENTIAL SITE AREA:9,266.34 S.F. BUILDABLE AREA: 6,576.14 S.F. ALLOWABLE LOT COVERAGE: 9,266.34 X 0.60 (60%) = 5,559.80 S.F. PROPOSED LOT COVERAGE: 5,090 S.F. < 5,559.80 S.F. MAX. BUILDING AREA: 6,576.14 S.F. X 2 = 13,152.28 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 5,555 S.F. (4 BEDS, 6 BATHS TTL.) ZONING INFORMATION: FRONT SETBACK: 10 FT.(HARBOR SIDE) REAR SETBACK: 6 FT. LEFT SETBACK: 6 FT. RIGHT SETBACK: 6 FT. APN: 117-721-16 LOT 166 OF TRACT NO. 4224, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA PER MAP RECORDED IN BOOK 157, PG. 1-14 CODES:NBMC (NEWPORT BEACH MUNICIPAL CODE) 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CALGREEN AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE)1-HR. FLOOR & FLOOR-CEILING N/A. TYPE OF CONSTRUCTION VB -SPRINKLERED FIRE SPRINKLER YES HEIGHT 3 -LEVELS FLOOR AREA REF. 9/T-1.0 ALLOWABLE BLDG. ARE (PER CBC TBL. 503)N/A. DIG ALERT:1.800.227.2600 SOUTHERN CALIFORNIA EDISON:1.714.895.0246 SOUTHERN CALIFORNIA GAS:1.800.427.2000 CITY WATER & SEWER:1.949.644.3011 PACIFIC BELL TELEPHONE:1.800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION:1.949.644.3200 ZONING INFORMATION:1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL:1.949.644.3275 PERMITS:1.949.644.3288 INSPECTIONS:1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT:1.949.644.3106 ORANGE COUNTY HEALTH SERVICES:1.714.834.3882 1.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 2.CONTRACTOR SHALL USE THE CITY STANDARD FORM '30-DAY NOTICE OF INTENT TO EXCAVATE' TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30-DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395 1.REF. STRUCTURAL DRAWINGS FOR SPECIAL INSPECTIONS BY ENGINEER OF RECORD 2.HERS VERIFCATION REQUIRED, REF. ENERGY CALCULATIONS 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE REVIEWS AND PERMITS (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 5. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURNED RECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OF PERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. 6. ELEVATOR PV SOLAR SYSTEM (MIN. 4.3KW DC) + 5 KWH BATTERY SYSTEM PER T-24 1. COLOR OF SOLAR PANEL AND FRAMES MUST BE BLACK, OR BRONZE 2. PROVIDE HEIGHT OF PANELS ABOVE ROOF. 3. EXPOSED CONDUIT AND ASSOCIATED EQUIPMENT MUST BE PAINTED TO MATCH ADJACENT SURFACE AND / OR CONCEALED FROM COMMUNITY VIEW. 4. INVERTER PANEL MUST BE LOCATED BEHIND PRIVACY WALLS / GATES AND CONCEALED FROM COMMUNITY VIEW. NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 12.02.010) THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN A COMMUNITY KNOWN AS DOVER SHORES. THE LOT IS LOCATED ON THE BACK BAY, IS IRREGULARLY SHAPED, AND IS APPROXIMATELY 100’WIDE BY 100’DEEP WITH 140’OF WATERFRONT, IT IS ZONED R-1-6000 (SINGLE FAMILY RESIDENTIAL) AND IS APPROXIMATELY 9,266.34 S.F. DEVELOPMENT OF THE PROPERTY WILL BE REVIEWED BY THE CITY OF NEWPORT BEACH, DOVER SHORES COMMUNITY ASSOCIATION AND THE CALIFORNIA COASTAL COMMISSION BY PROXY AT THE CITY OF NEWPORT BEACH. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A NEW 2-STORY SINGLE FAMILY RESIDENCE OF APPX. 6,500 S.F. LIVING AND 700 S.F. OF GARAGE TO BE WOOD FRAMED WITH A SLAB FOUNDATION. THE PROGRAM MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: LARGE EAT-IN KITCHEN WITH ISLAND AND BUTLER’S PANTRY, GREAT ROOM WITH FIREPLACE, DINING AREA, LARGE MASTER SUITE WITH FIREPLACE, HIS AND HER MASTER BATHS (WITH INFRARED SAUNA) AND A LARGE WALK-IN CLOSET, 2 SECONDARY BEDROOMS WITH ATTACHED BATH AND CLOSETS, A WINE/BAR AREA, KIDS/TEEN ROOM, A GUEST SUITE WITH ATTACHED BATH AND CLOSET, LAUNDRY ROOM, ELEVATOR, OFFICE, SMALL GYM, POOL BATH AND POWDER ROOM. OUTDOORS AMENITIES WILL INCLUDE A POOL AND SPA LOCATED IN THE BACK YARD FOR VIEWS, COVERED OUTDOOR ENTERTAINING AREAS, FIRE PIT, AND LOUNGE SEATING. A MIN THREE CAR GARAGE WILL BE ATTACHED WITH ACCESS OFF OF MORNING STAR LANE. THE DESIGN OF THE HOME WILL BE FOCUSED AROUND MAXIMIZING INDOOR/OUTDOOR FLOW. THE PROJECT WILL BE OF A TRANSITIONAL DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN OPEN LIVING PLAN WHICH STRIVES TO MAXIMIZE LIGHT YARD AND BACK BAY VIEWS WHERE AVAILABLE FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS, LOGGIAS AND DECKS. THE EXTERIOR MATERIALS WILL BE OF A RICH QUALITY AND HIGH DURABILITY; TO BE CONSISTING PRIMARILY OF STUCCO, NATURAL STONE OR BRICK VENEER, EXPANSIVE GLASS DOORS AND METAL WINDOWS, SOME USE OF DECORATIVE WOOD TRIM, METAL ACCENTS AND TRIM, NATURAL STONE OR CONCRETE ACCENTS, FLAT METAL ROOFING, AND ZINC METAL GUTTERS AND FLASHING. T-1.0 TITLE SHEET SUR TOPOGRAPHIC SURVEY C2 PRECISE GRADING PLAN C4 EROSION CONTROL PLAN L-1 LANDSCAPE PLAN L-2 PLANTING PLAN L-3 ELEVATIONS L-4 LIGHTING PLAN L-5 IRRIGATION PLAN L-6 IRRIGATION CALCULATIONS L-7 DETAILS L-8 DETAILS L-9 IRRIGATION SPECIFICATIONS A-0.0 ARCHITECTURAL SITE PLAN SW-0 STRUCTURAL GENERAL NOTES & VICINITY MAP SW-1 SITE PLAN & ELEVATION SW-2 DETAILS SW-3 DETAILS A-1.0 3D VIEWS A-2.0 FIRST LEVEL FLOOR PLAN A-2.1 SECOND LEVEL FLOOR PLAN A-2.2 FIRST LEVEL DIMENSION PLAN A-2.3 SECOND LEVEL DIMENSION PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS A-4.1 EXTERIOR ELEVATIONS AD-1.0 ARCHITECTURAL DETAILS MORNING STAR LANE SITE P O L A R IS D R .E V E NIN G S T A R L N. NO. REVISION DATE MORNING STARLANE℄LOT 165LOT 166TRACT NO. 4224M.M. 157/1-14[BASIS OF BEARINGS]LOT 167N88°56'03"E 449.19'N01°03'57"W 10.00'N34°30 '00 "E 50 .00 'N34°30'00 "E 100 .00 'N88°56'03"E 100.00'N01°03'57"W 41.51'N39°00'00"W 102.08'Δ=54°26'03"R=50.00'L=47.50'BASIS OF BEARINGS BENCHMARK INFORMATIONBENCHMARK NO: 1E-116-99DESCRIBED BY OCS 2001 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISKSTAMPED "NB6-14-70", SET IN THE SOUTHWEST CORNER OF A 5 FT. BY 5 FT.CONCRETE PAD WITH MANHOLE. MONUMENT IS LOCATED ALONG THEEASTERLY SIDE OF SANTIAGO DRIVE AT ITS INTERSECTION WITHNOTTINGHAM ROAD, 32.5 FT. SOUTHERLY OF THE CENTERLINE OFNOTTINGHAM ROAD AND 22 FT. EASTERLY OF THE CENTERLINE OFSANTIAGO MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 70.275 FEET (NAVD88), YEAR LEVELED 1992VICINITY MAPGRAPHIC SCALELEGAL DESCRIPTIONREAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTYOF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:LOT 166 OF TRACT 4224, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAPRECORDED IN BOOK 157, PAGES 1-14 OF MISCELLANEOUSMAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.PAUL 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 12/31/22STATEOFCALIFORNIA PAUL DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSIONALLANDSURVEYOR CONCRETE SURFACE1 1TOPOGRAPHIC MAP 300 MORNING STAR LANE NEWPORT BEACH, CA 92660 APN: 117-721-16 LEGENDEXISTING ELEVATION( )ACASPHALT PAVEMENTTEMPORARY BENCHMARKTBMWATER VALVEWVBLOCK WALLLCCENTERLINEGMGAS METERFSFLFINISHED SURFACEFLOWLINESET ON A WATER METER (WM)HUNTINGTON BEACH, CALIFORNIA 92646 PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COM SEWER MANHOLESMHELEVATION = 12.74 FEETSURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESFFFINISH FLOORNGNATURAL GROUNDTOP OF CURBTCSEARCHED, FOUND NOTHING; SETNOTHINGTHE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OFMORNING STAR LANE, BEING N88°56'03"E PER TRACT NO. 4224, M.M.157/1-14, RECORDS ON FILE IN THE OFFICE OF THE ORANGE COUNTYSURVEYOR.ACUAIR CONDITIONING UNITCLFCHAIN LINK FENCEEMHELECTRICAL MANHOLE EPEDGE OF PAVEMENTELPELECTRICAL PANELEPBELECTRICAL PULL BOXEGEDGE OF GUTTERMHMANHOLEPEQPOOL EQUIPMENTSTREET LIGHT PULL BOXSLPBWATER METERWMTOP OF DECKTDCHAIN LINK FENCE (CLF)WROUGHT IRON FENCE (WIF)CATVCABLE TV BOXTOP OF WALLTWFHFIRE HYDRANTPCPALM TREE CLUSTERFOUND MONUMENTITEM 8: AN EXCLUSIVE PERPETUAL EASEMENT AND RIGHT OF WAY AFFECTING SAID LAND, FOR CONSTRUCTION,INSTALLATION, USE, MAINTENANCE, ALTERATION, ADDITION, REPAIR, REPLACEMENT, REMOVAL, SERVICE, ANDOTHER OPERATIONS WITH RESPECT TO COMMUNITY ANTENNA TELEVISION SYSTEMS, INCLUDING ALL CABLEEQUIPMENT AND RELATED SYSTEMS AND INCIDENTAL PURPOSES, RECORDED IN BOOK 7307 PAGE 872, OF OFFICIALRECORDS. (BLANKET IN NATURE; NOT PLOTTED HEREON)ITEM 9:AN AIR OR FLIGHT EASEMENT, SOMETIMES REFERRED TO AS AVIGATION RIGHTS, AFFECTING THE AIR SPACEABOVE A PLANE OF 500 FEET OVER SAID LAND, GRANTED TO THE COUNTY OF ORANGE BY AN INSTRUMENTRECORDED MARCH 17, 1964 IN BOOK 6965 PAGE 721, OFFICIAL RECORDS. (BLANKET IN NATURE; NOT PLOTTEDHEREON)ITEM 13: RIGHTS AND EASEMENTS FOR COMMERCE, NAVIGATION AND FISHERY. (NOT PLOTTED HEREON; INSUFFICIENTDOCUMENTATION)ITEM 14:EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES AND RIGHTS INCIDENTAL THERETO AS DELINEATEDOR AS OFFERED FOR DEDICATION ON THE MAP OF SAID TRACT/PLAT, RECORDED AS BOOK 157, PAGES 1 TO 14INCLUSIVE OF MISCELLANEOUS MAPS (PLOTTED HEREON)ITEM 15:AN EXCLUSIVE PERPETUAL EASEMENT AND RIGHT OF WAY AFFECTING SAID LAND, FOR CONSTRUCTION,INSTALLATION, USE, MAINTENANCE, ALTERATION, ADDITION, REPAIR, REPLACEMENT, REMOVAL, SERVICE, ANDOTHER OPERATIONS WITH RESPECT TO COMMUNITY ANTENNA TELEVISION SYSTEMS, INCLUDING ALL CABLEEQUIPMENT AND RELATED SYSTEMS AND INCIDENTAL PURPOSES, RECORDED IN BOOK 12378 PAGE 1720, OFOFFICIAL RECORDS. (BLANKET IN NATURE; NOT PLOTTED HEREON)ITEM 16:RIGHTS, LICENSES AND EASEMENTS OVER THE LOT FOR PURPOSES SET FORTH IN SECTIONS 1, 2 AND 3 OF ARTICLEVIII OF THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS HEREINAFTER DESCRIBED, TOGETHERWITH THE RIGHT TO CONVEY SAME, PROVIDED, HOWEVER, THAT THE EXERCISE OF SUCH RIGHTS DOES NOTUNREASONABLY INTERFERE WITH GRANTEE'S REASONABLE USE AND ENJOYMENT OF SAID LOT AS RESERVED INDEED RECORDED IN BOOK 12378, PAGE 1720, OFFICIAL RECORDS.(NOT PLOTTED HEREON; INSUFFICIENTDOCUMENTATION)ITEM 17: EASEMENT, FOR INGRESS, EGRESS, PIPELINES, OR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, AS DISCLOSEDBY INSTRUMENTS OF RECORD, AFFECTING ONLY THE "COMMON AREA". (NOT PLOTTED HEREON; INSUFFICIENTDOCUMENTATION)TITLE REPORT/EASEMENT NOTES300 MORNING STAR LANENEWPORT BEACH, CA 92660(APN: 117-721-16)TITLE REPORT PROVIDED BYCHICAGO TITLE, ORDER NUMBER58602108364.TOP OF BULKHEADTB10/7/2021 W/D.REF.DWTR DW TRR @0' - 7 7/16"21Construction Notes:A.Contractor shall examine the site of proposed work noting existing conditions and proposed workas shown on the plans. Notify landscape designer of discrepanciesB.Contractor shall stake proposed work prior to construction for review by landscape designerC.Protect existing utilities, paving and structures from damage. Trenching adjacent to existing treedrip lines to be done by hand to avoid root damageD.Construction and installation of all landscape items shall be according to State, County, and Localcodes, Ordinances and up to CAL_OSHA safety orders regarding performance of workE.Contractor to obtain required permits and comply with applicable codesF.All Concrete edges to be 1/8" trowelG.All Stucco edges to be 1/8" trowelH.Contractor is responsible for damage to underground utilities and shall replace or repair samerequired at contractors expenseI.Contractor shall assemble material samples including: flagstone, gravel, DG, stains, Stucco, etc. forreview by owner and landscape designer prior to constructionJ.coordinate electrical, low voltage, and irrigation conduit sleeves prior to installation of newpavement.K.Contractor to coordinate work with other tradesL.Verify grades and elevations in field and notify landscape design of discrepanciesM.Contractor to review site for proper drainage and report apparent problems to landscape designerN.Contractor to verify location of any surface drains in concrete surface prior to pour for locationverification by owner and landscape designerO.Contractor shall install this project utilizing the landscape industries B.M.P. Best ManagementPracticesP.Contractor to Provide Direct Drainage, Low Voltage, and Irrigation to All PotsQ.Contractor to verify proper soil preparation specific to project climate, native soil, site conditions.R.CONTRACTOR TO REVIEW, SIGN, AND APPROVE GARDEN STUDIO'S DESIGN/CONSTRUCTIONNOTEBOOK AND AGREES TO BUILD PER THE SPECIFICATIONS IN THE NOTEBOOKLandscape PlanSCALE: 1/8" =1'-0"1.Limestone Paving in a Running Bond Pattern, TBDa.Grout Color: TBDb.Grout Spacing: TBD2.Azek 'Weathered Teak' Wood Decking3.Smooth Sand Finish Concrete, Davis ‘Miami Buff’4.2"sq. Portuguese Cobble Stone Driveway w/ Metal Edge, TBDa.Grout Color: TBDb.Grout Spacing: TBD5.Sunken Built-In Bench. See Sheet L-3, Sunken Built-In Bench Elevation6.Fire Pit, See Sheet L-3, Fire Pit Elevation7.Side Gate. See Sheet L-3, Side Gate/Fence Elevation8.42" Built-in BBQ and Waterfall Edge Counter. See Sheet L-3, BBQ Counter Elevation9.Vessel Fountain. See Sheet L-3, Limestone Vessel Fountain Elevation10.42" HT Glass Rail per Architect11.Entry Steps for Pool12.Submerged Built-In Pool Stools13.(2x) Deep Seat Chairs and (1x) 20” Side Table14.Bar Stools15.4'dia. Table with 7' Umbrella16.(2x) Double Chaise Lounge Chairs with (1x) 7' Umbrella17.5'x9' James de Wulf Concrete Ping Pong Table18.42"ht. Glass Gate for Dock Access. Gate to match Glass Guardrail Elevation19.Artificial Turf: Tiger Turf 'Diamond Pro'20.Fence and Gate. See Brandon Architects Details & Elevations21.N/A22.Pool. Infinity Edge on Bay Side and Lautner Knife Edge on Property Sidea.Plaster: TBDb.Waterline Tile: TBDc.Coping: Azek 'Weathered Teak' Wood Planks23.Spa Spillway to Pool24.Pool Shallow End25.Pool Deep End26.7'x10' Spaa.Plaster: TBDb.Waterline Tile: TBDc.Coping: Azek 'Weathered Teak' Wood Planks27.Access to Dock28.Pool Infinity Edge Catch Basin (30" Below Pool Deck F.S.)a. Finish Surface, TBD29.2"thk. Limestone Tread and Limestone Risers, TBDa. Grout Color and Spacing TBD30.Espalier Wire for Vines. See Sheet L-3, Vine Espalier Elevation31.Outdoor Shower and Bench. See Sheet L-3, 42" HT. Outdoor Shower and Bench Elevationa. Contractor to Provide Deck Drain for Outdoor Shower32.N/A33.Pool Equipment Vault per Pool Contractor34.AC Unit Location35.Existing 5'ht. Wrought Iron Fence36.30"ht. Retaining Wall, Wrap with Smooth Stucco to Match House37.24" Garden Pot with (3x) 5 gal. Olea europaea 'Montra'38.Sea Wall, Wrap with Smooth Stucco to Match House39.Steps, Wrap with Azek 'Weathered Teak' Wood Planks40.Proposed Perimeter Wall per ArchitectHARDSCAPE LEGENDContractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-11111111111239233205677820261037111112131415161719492223242524272828282910393030303131343536383818Pool Equipment must meetthe sound decibel ratingstandards of the City.General Notes:A.Pool / Spa equipment is required to meet the City of Newport Beach sound decibel ratingstandards.2.1./29.3.4.22./26. A22./26. B19.Prescriptive Compliance Notes:Total Landscape Area - 902 S.F.a.Turf - No Turfb.Plant Material - 902 S.F.Project Type - Private ResidentialProperty Owner - Tim SmithWater Supply Type - City of Newport Beach*See Sheet L-6 for MWELO Compliance10 ' F. Y . S . B6'F.Y.S.B 6' S.Y.S.B 6'S.Y.S.B294040404033 W/D.REF.DWTR DW TRR @0' - 7 7/16"21Trachelospermum jasminoidesStar JasmineSenecio vitalisNarrow-Leaf ChalksticksSesleria autumnalisAutumn Moor GrassSesleria autumnalisAutumn Moor GrassOlea europaea 'Montra'Little Ollie Dwarf OliveWestringia fruticosa 'Smokey'Coast RosemaryBuxus sempervirens 'Globe'Japanese Boxwood GlobeWestringia fruticosa 'Morning Light'Coast RosemaryWestringia fruticosa 'Grey Box'Dwarf Coast RosemaryPennisetum 'Fairy Tails'Evergreen Fountain GrassAgave 'Blue Glow'Blue Glow AgaveMiscanthus sinensis 'Adagio'Adagio Maiden GrassCrassula arborescens spp.Crassula 'Blue Waves'Olea europaeaOlive Tree (Specimen)15 gal.1 gal.@ 14" o.c.1 gal.1 gal.@ 14" o.c.5 gal.5 gal.24" box5 gal.5 gal.5 gal.15 gal.5 gal.1 gal.12'-14', HighBraching6581012014622109892182TreesLigustrum japonicum 'Texanum'Waxleaf Privet Cone(Provide a 30" Deep Linear RootBarrier)5 gal.46ShrubsHedges9inesSi]e4uantitySi]e4uantitySi]e4uantitySi]e4uantityDymondia margaretaeDymondiaDirt Flats3GroundcoversSi]e4uantityOlea europaea 'Wilsonii'Olive Tree48" box2Citrus limon x 'Meyeri'Dwarf Lemon Tree24" box1Citrus aurantifoliaDwarf Lime Tree24" box1Citrus x 'Paradisi'Dwarf Ruby Red Grapefruit24" box1Olea europaea 'Montra'Little Olive5 gal.3In PotInstalled HeightMature HeightMaintained Height10'20'-25'12'-14'5'7'-13'7'-8'6'8'-12'8'-9'8"18"12"2'3'-4'2.5'-3'6"1'-3'2'3'4'3.5'2'3'-5'3.5'3"1'6"1'6"-2'2'1'2'-4'3.5'1'3'-4'3.5'2'4'-6'4'-5'12'-14'5'6'-10'7'-8'10'20'-25'2'3'-5'3'-4'1'6"-2'2'2'5'3'5'6'-8'6'5'8'-10'6'1"2"1"Installed HeightMature HeightMaintained HeightInstalled HeightMature HeightMaintained HeightInstalled HeightMature HeightMaintained HeightInstalled HeightMature HeightMaintained HeightPlanting PlanSCALE: 1/8" =1'-0"Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-2Planting Notes:A.Tall growing palm trees that do not detract from the view of any lot may therefore be allowed toexceed fourteen feet (14’) in height, provided that they get trimmed annually and dead fronds areremoved from the trees. Trimming must be done in an upward cone shaped manner (11 and 1o’clock) to allow new growth. Species of palms which are not tall growing will be limited in heightto fourteen feet (14’). Where palm trees are planted, the number of trees which may be allowed toexceed fourteen feet (14’) will be limited to one (1) palm tree per 2500 square feet of building padincluding the parkway grass area.B.In cases where a tree or shrub on the lot exceeds fourteen feet (14’) in height and detracts fromthe view of any lot, the Homeowner will be required to either remove the tree or shrub or trim ortop the tree or shrub so that the maximum height of the tree or shrub does not exceed fourteenfeet (14’). If, after such trimming or topping to a maximum height of fourteen feet (14’), the tree orshrub continues, in the reasonable belief of the Landscape Committee to detract from the view ofany other lot, the Homeowner shall be required to remove, or further trim, top or prune the tree orshrub until the view detraction is abated.Provide 30" Deep LinearRoot BarrierProvide 30" Deep LinearRoot Barrier Legend1.42" Grill - LYNX - L700PSR with 42"Access Door - LYNX LDR42T-4 Below2.Caesarstone Quartz Countertop withWaterfall Edge, TBD3.Vertical Thermory Wood at Randomized 2",3",and 6" Sizes, Color to Match Architecture4.Finish Surface5.Open BelowScale:BBQ Counter Elevation1/2"=1'-0"23411254Front ElevationSection-Elevation 'A'AScale:Sunken Built-in Bench Elevation1/2"=1'-0"1.Bench Face - Azek 'Weathered Teak'Wood Planks2.Bench Back - Azek 'Weathered Teak'Wood Planks3.3" Custom Cushion w/ Throw Pillows4.Adjacent Fire Pit - See Separate Detail5.Adjacent Steps - Refer to Plan6.Adjacent Wood Decking - Refer toPlan7.Finish Surface8.Adjacent Steps to Spa - Refer to PlanLegend73214568Scale:Limestone Vessel Fountain Elevation1/2"=1'-0"1.Fountain Light2.3'dia. x 24"ht. SalvagedLimestone Trough -Designer to Source3.Custom Spout - Designerto Source4.Finished gradeLegend4213213451.Wood Gate, Vertical Thermory Wood atRandomized 2", 3",and 6" Sizes, Color toMatch Architecture2.Wood Fence, Vertical Thermory Wood atRandomized 2", 3",and 6" Sizes, Color toMatch Architecture3.Emtek 'Rectangular Helios Key inLeverset' Gate Lever with Latch andStrike Plate4.(3x) Emtek 4" x 4", 14" Heavy Duty BallBearing Hinge5.Finished SurfaceLegendScale:Side Gate/Fence Elevation1/2"=1'-0"Scale:Vine Espalier Elevation1/2"=1'-0"1.Adjacent Wall2.Steel Wires with Eye Hooks3.Finished Floor GradeLegend312Legend1.Tile with a Schluter Edge, TBD2.Exposed Shower Hardware with Wand,Outdoor Company, #DVA-L-1WMHC-FS,Finish: TBD3.Robe Hooks, Rejuvenation, Single J Hook,#C101382, Finish: TBD4.Surface Drain5.Finish Surface6.Small 12" Deep Bench. Polished ConcreteCap, Davis 'Miami Buff' with a Smooth StuccoFace to Match ArchitectureScale:Outdoor Shower & Bench Elevation1/2"=1'-0"213546ElevationsContractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-32' 5' 6'-6"3'5'3'2'-6"1'-6"5431.Vertical Thermory Wood atRandomized 2", 3" and 6" Sizes, Color toMatch Architecture2.Polished Concrete Cap, Davis 'MiamiBuff'3.Wilshire - Small Lava Rock4.Contractor to Custom Build ThermoryWood Plank Cover for Fire Pit Media5.Finish SurfaceLegendScale:Fire Pit Elevation1/2"=1'-0"211'-6"1./2.2.3.2.3.1.3.1./2.1. W/D.REF.DWTR DW TRR @0' - 7 7/16"21SymbolDescriptionProduct#FinishTypeQtyPath LightsGSD-14-1-MBRMatte Bronze12v LED14Regular UplightsGSD-11-1-MBRMatte Bronze12v LED7Step LightGSD-15-2-MBRMatte Bronze12v LED18Small Up LightsGSD-11-2-MBR Matte Bronze 12vLED2Pool / LightsIntelliBrite 5gSilver 120V LED2Spa LightsIntelliBrite 5gSilver120V LED1LIGHTING LEGENDLighting PlanSCALE: 1/8" =1'-0"Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-4 W/D.REF.DWTR DW TRR @0' - 7 7/16"21P.O.C. NOTE:INSTALL NEW 1-1/4" IRRIGATION MAINLINE INSIDE PROPERTYLINE. SHOWN OUTSIDE PROPERTY FOR DIAGRAMMATICPURPOSES ONLY. CONTRACTOR TO FIELD VERIFY WATERMETER LOCATION and ADEQUATE PRESSURE AT WATERMETER PRIOR TO CONSTRUCTION / TRENCHING.INSTALL IRRIGATION SUPPLYLATERALS AND MAINLINEINSIDE PROPERTY INPLANTING AREA. SHOWNOUTSIDE PROPERTY FORDIAGRAMMATIC PURPOSESONLY. (TYP.)A13/4"5.1DRIP514A23/4"0.2TREE DRIP20±EXISTING DOMESTICWATER METEREXISTING DOMESTICHOUSE LINEWA IRRIGATION CONTRACTOR TO VERIFY CONTROLLERLOCATION AND STATION AVAILABILITY. NEW CONTROLLERAND/OR ADDITIONAL EXPANSION MODULES MAY BEREQUIRED. IF NEW CONTROLLER IS REQUIREDCONTRACTOR TO VERIFY FINAL LOCATION W/ HOMEOWNER.REMOTE CONTROL VALVES SHOWN ON MAINLINE FORDIAGRAMMATIC PURPOSES ONLY. IRRIGATIONCONTRACT`OR TO COORDINATE FINAL LOCATION OF R.C.V.MANIFOLD WITH HOMEOWNER PRIOR TOINSTALLATION/TRENCHING.INSTALL DRIPPER RINGAT TREE LOCATIONS ONSEPARATE VALVE. SEEPLANTING PLAN FORFINAL LOCATIONS.A33/4"3.5DRIP348A43/4"0.2TREE DRIP20±AAFFFFFFFFSLO-CLOSE SERIES BALL VALVE. SIZE per LINEAIRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION ANDSTATION AVAILABILITY. NEW CONTROLLER AND/OR ADDITIONALEXPANSION MODULES MAY BE REQUIRED. IF NEW CONTROLLER ISREQUIRED CONTRACTOR TO VERIFY FINAL LOCATION W/ HOMEOWNER.WATER METEREXISTING DOMESTIC WATER METER. CONTRACTOR TO FIELD VERIFY LOCATIONAND ADEQUATE PRESSURE PRIOR TO COMMENCING IRRIGATION WORK.NO SYMBOLINSTALL WIRELESS RAIN-CLIK and CONNECT to CONTROLLER. INSTALLPER MANUFACTURER'S SPECIFICATIONS.AS APPROVEDNO SYMBOLNO SYMBOLSPEARSDBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALLWIRE CONNECTIONSIRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED)DS-400 PRE-FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONSNO SYMBOL3MLASCOIRRIGATIONCONTROLLERHUNTERHEAVY DUTY HOSE BIB. PER CONTRACTOR. IRRIGATION CONTRACTOR TOCOORDINATE FINAL LOCATIONS WITH HOMEOWNER PRIOR TO INSTALLATION.HUNTERFOR IRRIGATION DETAILS SEE SHEETS L-7 and L-8FOR IRRIGATION SPECIFICATIONS SEE SHEET L-9PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE ORWIRE BUNDLE CARRIED - EXTEND 12" BEYOND EDGE OF PAVING &PLACE BELOW ALL PAVING, HARDSCAPE, ETC..1 14" IRRIGATION PRESSURE MAINLINE SCH. 40 PVC - BURY MIN. 18"BELOW GRADE. with SCHEDULE 80 FITTINGSNON-PRESSURE LATERAL SCH 40 PVC with SCHEDULE 40 FITTINGSUP TO 1 12" - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN).AS APPROVEDAS APPROVEDAS APPROVEDGPMVAL.#SIZETYPESq. Ft.NO SYMBOLIRRIGATION UTILITIES & VALVESIRRIGATION CONTROLLERIRRIGATION PIPINGVALVE KEYREFERENCE NOTESIRRIGATION MISCELLANEOUS EQUIPMENTDRIPLINE AUTOMATIC LINE FLUSH VALVE. - PROVIDE SCH 40 SOLVENT- WELDBALL VALVE FOR FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE, INSTALL FLUSHVALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF ANY DRIPLINELATERAL or PVC EXHAUST HEADER. MULTIPLE FLUSH VALVES MAY BEREQUIRED WITHIN DRIPLINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITEDIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD.USE HUNTER FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES ANDDRIPPERLINE TUBING.NON-PRESSURE LATERAL SCH. 40 SUPPLY LATERAL. NOTE: EXHAUSTLATERALS NOT SHOWN.PLD-ARV-075 AIR/VACUUM RELIEF VALVE INSTALLED with COMBINATION TEE AND A3/4" x 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUNDVALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OFDISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVETO ALL DRIPPERLINE LATERALS WITHIN THE ELEVATED AREA.MULTIPLE ARV'S SHALL BE REQUIRED PER RCV WITHIN UNDULATING AREAS,VERIFY QUANTITY PRIOR TO STARTING WORK, FLUSH VALVES and AIR RELIEFVALVES SHOWN DIAGRAMMATICALLY, INSTALL EMITTER BOX: 18" MIN. FROM PAVING/WALLS AND AT HIGH POINTS OFPLANTER AREA.PCZ-101 AND ACZ-075. 1" AND 34" ANTI-SIPHON REMOTE CONTROL VALVESFILTER SYSTEM.HUNTER - PLD-ESD-06-12 SUB-SURFACE DRIPLINE TUBING 0.6 GPH EMITTERS at12" ON CENTER SPACING- ALL TUBING SHALL BE INSTALLED 4" MINIMUM BELOWFINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (4) FEET ON CENTER; VERIFYTHE LAYOUT AND 12" MIN. ON CENTER SPACING IN THE FIELD PRIOR TOSTARTING WORK. INSTALL SUB-SURFACE DRIP IRRIGATION SYSTEM perMANUFACTURER'S SPECIFICATIONS.ASUB-SURFACE DRIP IRRIGATIONPIPE SIZEBLANK TUBING or 1/2" PVC0 - 5 GPMZONE FLOW8.1 - 13 GPM1 1/2" PVC5 - 8 GPM3/4" PVC1 1/4" PVC13.1 - 22 GPM22.1 - 30 GPM1" PVCDRIPPERLINE SUPPLY/EXHAUST PIPE SIZING:HUNTERAS APPROVEDNETAFIMHUNTERHUNTERTREE DRIPPER RING: PLD--ESD-06-12-R SUB-SURFACE DRIPLINE TUBING 0.6GPH EMITTERS at 8" ON CENTER CONCENTRIC RING SPACING AROUND BASE OFTREE - ALL TUBING SHALL BE INSTALLED 4" MINIMUM BELOW FINISHED SOILGRADE W/ 9" WIRE STAKES FIVE (4) FEET ON CENTER. SEE DETAIL.PRO-ASV 3/4" and 1" - REMOTE CONTROL VALVE with FLOW CONTROLHUNTERIRRIGATION LEGENDFIrrigation PlanSCALE: 1/8" =1'-0"Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-5 Irrigation CalculationsContractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-6GENERAL IRRIGATION NOTESPRESSURE LOSS CALCULATIONHydrozones (by r.c.v. station):MAXIMUM APPLIED WATER ALLOWANCE and ESTIMATED APPLIED WATER USE CALCULATIONS:= (45.4) x (.62) [(0.55 x 902) = M.A.W.AMAWA = (ETo) (0.62) [(0.55 x LA) EAWU = (ET ) x (Plant Factor) x (Hydrozone Area) x (.62) Irrigation Efficiency (72% - 90%)E.A.W.U. - SEE TABLE BELOWo13,964 gallons/yearWATERING SCHEDULE NOTES:·THIS SCHEDULE IS INTENDED AS ASTARTING POINT ONLY.·THE IRRIGATION CONTRACTOR SHALLADJUST RUN TIMES FOR ACTUAL SITECONDITIONS and MICRO-CLIMATES.·SPLIT RUN TIMES MAY BE REQUIRED forSLOPE CONDITIONS and VARYING SOILINFILTRATION RATES.·APPLICATION RATE SHALL NOT EXCEEDTHE INFILTRATION RATE of THE SOIL.·IRRIGATION RUN-TIMES SHALL beBETWEEN THE HOURS of 8:00 P.M. AND10:00 A.M.IRRIGATION CONTROLLER SCHEDULE9,405 gallons/yearIRRIGATION SCHEDULE: DRIPPERLINE with an AVERAGE PRECIPITATION RATE of 0.6"/hr.TOTAL SYSTEM LOSS:P.O.C. #FRICTION LOSS CALCULATIONSFLOW METERCONTROL VALVEMASTER VALVEMETER ELEV.H.G.L.PSIPSIPSIPSIWATER METER NO.ELEVATIONSIZESTATIC PRESS.HIGHLOWINFO. SOURCE:PHONE:DATE OF INFO..433 =XREMOTE CONTROL VALVE No.SIZEMAX. DEMANDGPMELEV. OF HIGHEST HEADPRESS. AT RCVPSIQTY.SIZEPRESS. REGULATOR (FALL OFF)PSIWATER METERPSIBACKFLOW PREVENTERPSIGATE VALVEPSIMAINLINEPSIMAINLINEPSIMAINLINEPSIMAINLINEPSILATERAL LINELATERAL LINELATERAL LINEPSIPSIPSILATERAL LINEPSIFITTING LOSS (10%)PSIELEVATION CHANGE (+/-)PSIPRESSURE TO OPERATE HEADPSITOTAL PRESSURE REQUIRED:PSILOWEST STATIC PRESSURE AVAILABLEPSIPRE-SET REGULATED PRESSURE (IF REQ'D)PSIRESIDUAL WATER PRESSUREPSIPARCEL 2LOT 43/4"N/A±±---N/A---A11"4.1--13/4"0.4------------1LINE-65'1 1/4"0.5---------11"0.2----1 1/4"-±1".4±3/4"0.60.2-2.53032.5--10-15MAXIMUM DEMANDFEBJAN34 min.SCHEDULING DATAPRECIP. RATEMAR40 min.24 min..60" / hr.APR48 min.MAY51 min.JUN54 min.JUL57 min.AUG57 min.SEP22 min."OCT40 min.NOV23 min.DEC""""""""""TWICE WEEKLY MAXIMUM21 min.TWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMTWICE WEEKLY MAXIMUMPLANT WATER REQ.AHYDROZONEBREFERENCE PERIOD31DAYSCREFERENCE EtoINCHESDLANDSCAPE CO: K1PLANT FACTOR: K2VEGE. DENSITY3MICROCLIMATEELANDSCAPE ETINCHESFAVERAGE DAILY ETINCHESIRRI PERFORMANCEVALUEUNITSGPRECIP RATE0.600IN./HR.HDISTRIB. UNIFORMITY0.65DECIMALISCHEDULE MULTIPLIERSCHEDULINGPARAMETERSJIRRIGATION INTERVAL3.5DAYSKWATER TO APPLYINCHESL36MINUTESM57MINUTESNSELECTED RUN TIMEMINUTESOCYCLE STARTS:aTIME TO RUNOFFN/AOR bSITE CONDITION2CYCLES1SOIL CATEGORY2-2SLOPE0-3COMPACTION0-4SPRINKLER TYPE0-SUMMARYWATER APPLIEDINCHESINTERVALDAYSCYCLES PER DAYMINUTES PER CYCLE29MINUTESTHESE IRRIGATION SCHEDULES ARE FOR TWICE WEEKLY IRRIGATION PER CITY OF NEWPORT BEACHREQUIREMENTS. THE UPPER BOUNDARY IRRIGATION RUN TIME HAS BEEN SELECTED FOR THE INITIALPLANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE PLANTS ARE ESTABLISHED THE RUNTIMES MAY BE SHORTENED TO THE LOWER BOUNDARY. ROUTINE PLANT OBSERVATION ANDMAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH.VALUEUNITSIRRIGATION SCHEDULE SAMPLE: JULY 5.3 ETo for DRIPVALUEUNITSVALUEUNITSTHIS IRRIGATION SYSTEM HAS BEEN DESIGN FOR APRESSURE OF 55 PSI. IF THE WATER PRESSUREVARIES BY MORE THAN 20% THE CONTRACTOR SHALLCONTACT THE LANDSCAPE ARCHITECT ON HOW TOPROCEED. FAILURE TO DO SO WILL ALLREPAIRS/REPLACEMENTS ON THE RESPONSIBILITYOF THE CONTRACTOR.RCV STATIONETOPLANT FACTORHYDROZONEAREA (SQ. FT.)CONV. FACTORIRRIGATION EFFICIENCYGallons/YearA10.62A20.62A30.62A40.62DRIP81%81%81%81%5,359TREE DRIPWATER USEMAR.JANFEB.APR.MAYJUN.JUL.DEC.AUG.SEP.NOV.OCT.= 45.4C.I.M.I.S. STATION: NEWPORT BEACHET DATA MONTHLYo9,405= DRIP2.62.53.54.25.04.75.35.34.53.32.52.0TOTAL1.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PROCURE AN ORIGINAL SET OF THESE PRINTED IRRIGATION PLANS FOR BIDDING AND CONSTRUCTION. COPIES OF THESE PLANS ARE NOT ALLOWED FOR BIDDINGAND CONSTRUCTION AS THEY MAY NOT SHOW IRRIGATION SYMBOLS, LINE WEIGHTS, OR LINE TYPES CLEARLY.2.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIRPROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR.3.THE CONTRACTOR SHALL VERIFY SITE CONDITIONS, PROPERTY LINES, DIMENSIONS AND THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OFUTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE OWNER'SREPRESENTATIVE. CONTRACTOR SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH ALL SITE CONDITIONS PRIOR TO BIDDING AND COMMENCING WORK.4.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.5.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK.6.THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS.7.THE CONTRACTOR SHALL NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANSWERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANYFIELD CHANGES DEEMED NECESSARY BY THE OWNER.8.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT ANDINSTALLATION.9.ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTION DEVICE AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE OWNER'S AUTHORIZED REPRESENTATIVE.CONTRACTORSHALL CONTACT REPRESENTATIVE BEFORE COMMENCING WORK.10.CONTRACTOR IS TO PROVIDE TWO ADDITIONAL 'CONTROL WIRES' AND ONE ADDITIONAL 'COMMON' WIRE FROM CONTROLLER ALONG ENTIRETY OF MAIN LINE TO THE LAST RCV ON EACH AND EVERY LEG OF MAIN LINE.LABEL SPARE WIRES AT BOTH ENDS.11.ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN SLEEVING TWICE THE DIAMETER OF THE PIPE CARRIED. SEE LEGEND FOR TYPE. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZEREQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING.12.ALL QUICK COUPLERS TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLERS TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLERS WITHIN18" OF HARDSCAPE.13.ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THISINCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITSAND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS.14.THE CONTRACTOR SHALL USE U.L. APPROVED GROUND ROD(S) AND/OR GROUND PLATE(S) WITH CADWELD ONE-SHOT CONNECTION PROCESS FOR CONNECTING THE CONDUCTOR WIRE TO THE ROD(S) AND/OR PLATE(S).THE NUMBER OF RODS OR PLATES SHALL DEPEND ON THE CONDUCTIVITY OF THE IMMEDIATE SOIL SURROUNDING THE ROD(S) AND/OR PLATE(S). MAXIMUM GROUND RESISTANCE SHALL BE PER CONTROLLERMANUFACTURERS SPECIFICATIONS.15.CONTRACTOR SHALL REFER TO IRRIGATION LEGEND FOR CONTROLLER TYPE. FINAL LOCATION OF CONTROLLER AND ELECTRICAL POC SHALL BE CONFIRMED WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TOCOMMENCING WORK.16.MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE WITHIN PLANTER, A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP.17.CONTRACTOR SHALL PAINT ALL EXPOSED PVC PIPE WHICH IS ON-GRADE TO REDUCE VISIBILITY TO THE PUBLIC EYE AND IMPROVE THE AESTHETICS OF THE NATURAL ENVIRONMENT. PAINT SHALL BE AN OUTDOOR PAINTRESISTANT TO SUN EXPOSURE. CONTRACTOR SHALL CONFIRM PAINT COLOR AND TYPE WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.18.CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. CONTRACTOR SHALL ADDSPRINKLER HEADS AS REQUIRED TO ACHIEVE 100% COVERAGE IN ALL AREAS THAT REQUIRE ADJUSTING.ADTIONAL HEADS SHALL BE INSTALLED AT NO ADDITIONAL COSTS TO THE CONTRACT. VERIFY ALL HEAD LAYOUTWITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK.19.LATERAL LINES MAY BE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL LOCATION TO BE WITHIN PLANTER. CONFIRM ALL LAYOUT IN FIELD WITH OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCINGWORK.20.REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS ON THIS DRAWING ARE APPROXIMATE. THE LANDSCAPE CONTRACTOR SHALL STAKE OUT EACH ELECTRICAL CONTROL VALVE AND ISOLATION VALVELOCATION FOR REVIEW AND APPROVAL BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION OF ALL VALVES. FINAL LOCATION AND EXACT POSITIONING FOR ELECTRIC CONTROL VALVES AND ISOLATIONVALVES SHALL BE DETERMINED BY THE OWNER'S AUTHORIZED REPRESENTATIVE. MINOR MODIFICATIONS OF REMOTE CONTROL VALVES AND ISOLATION VALVE LOCATIONS AS REQUESTED BY THE OWNER'S AUTHORIZEDREPRESENTATIVE SHALL BE PROVIDED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE PROJECT. FAILURE TO OBTAIN OWNER'S APPROVAL PRIOR TO THE INSTALLATION SHALL CAUSE THE CONTRACTOR TO MAKEPROJECT DIRECTED REVISIONS AT NO ADDITIONAL COST TO THE OWNER. IN GENERAL, UNLESS OTHERWISE DIRECTED BY OWNER, ALL VALVES SHALL BE INSTALLED WITHIN THREE FEET FROM EDGE OF HARDSCAPE, WALKOR CURB IN SHRUB PLANTING AREAS.21.THE CONTRACTOR SHALL USE PROPER GROUNDING TECHNIQUES FOR GROUNDING THE CONTROLLER AND RELATED EQUIPMENT PER MANUFACTURERS SPECIFICATIONS. MEASURING FOR PROPER GROUND AT LEASTONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND.2093,628300 Morning Star Ln., Newport Beach, CANewport BeachNewport BeachNewport BeachNewport BeachNewport BeachEric Fenmore08.03.20219329542732 East Coast Highway, Suite A, Corona Del Mar, CA 92625949.673.5450eric@diglandscapeconstruction.comTREE DRIP209I agree to comply with therequirements of theprescriptive complianceoption to the MWELO Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-7SURFACEMOUNTING BRACKETWIRELESS RAIN SENSORWIRED NORMALLY CLOSEDMOUNTING SCREW (1 OF 2)WIRE TO IRRIGATIONCONTROLLER - UNLESSWIRELESS SPECIFIED.MOUNT IN AN AREA THAT WILLBE EXPOSED TOUNOBSTRUCTED RAINFALL, BUTNOT IN THE PATH OF SPRINKLERSPRAY.13142345SECTION/ELEVATIONLEGEND:NOTE:DRAIN SENSORScale: N.T.S.WITH RECOMMENDED TOOLCONNECTOR INSERTCRIMP COPPER SLEEVE INSTALLEDSTRIP AND TWIST WIRES FOR PROPERCONNECTIONNOTE:FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY.OUTER CASE OF CONNECTORLOW VOLTAGE WIRES, 3 MAXIMUMSECTIONEBALL VALVEScale: N.T.S.CL6" 3"LEGEND:VALVE BOX INDENTIFICATION(SEE DETAIL THIS SHEET)FINISHED GRADE DO NOTINSTALL IN TURF AREA.PLASTIC ROUND VALVE BOXWITH BOLT DOWN COVER, USESTAINLESS BOLT NUT ANDWASHER. HEAT BRAND "GV"ONTO LID.FINISHED GRADE IN TURFAREAGATE VALVEBRICK SUPPORTS6" PVC CL. 160 PIPEONE CUBIC FOOT 3/4"CRUSHED GRAVEL SCH 40 PVCCOUPLINGSCH 40 COUPLINGIRRIGATION MAINLINESCH 80 PVC T.O.E. NIPPLE, 6"LONG112349108765234567891011C4"4"BA24"12"18"4" TO 6" IN SIZE1/2" TO 3" IN SIZEDIMENSIONCBC CACCHPIPE INSTALLATIONScale: N.T.S.1LEGEND:1FINISH GRADECLEAN COMPACTEDBACKFILLNON-PRESSURELATERAL LINES, SEESPECIFICATIONSCONTROL WIRES, SEESPECIFICATIONSUNDISTURBED SOILPRESSURE MAINLINE,SEE SPECIFICATIONSNOTE:LATERAL LINES SHALLBE INSTALLED PITCHEDAT 1% SLOPE TO DRAINTO LOW POINT FORWINTERIZATION234561.FWIRE CONNECTIONScale: N.T.S.PAVINGLATERAL LINESDENSITY OF EXISTINGSAND BACKFILlCOMPACTED TO THEUNDISTURBED SOILCONTROL WIRESIN SCH 40 SLEEVEIN SCH 40 SLEEVEC24"D4"IN SCH 40 SLEEVEOF THE PIPE OR WIREDETAIL ALSO FOR PIPEPVC SLEEVES TO BETWICE THE DIAMETERBUNDLE CARRIED.INSTALLED IN ROCK SOIL.B24"A36"1/2" TO 4" IN SIZEDIMENSIONPRESSURE MAINLINEC B A DDDDISLEEVE INSTALLATIONScale: N.T.S.1046325SOIL2PROVIDE TWO LAYERS of WARNING TAPE RUNNING CONTINUOUSALONG ROUTE OF THE MAINLINE. ONE SHALL BE LOCATEDIMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVETHE TOP OF MAINLINE.FINISH GRADERECTANGULAR VALVE BOXREFER TO SPECIFICATIONSSPARE WIRE LABELCONTROL AND/OR COMMON WIRE,REFER TO SPECIFICATIONS123452345PEA GRAVEL BACKFILL(ONE CUBIC FOOT MINIMUM)CSPARE WIRE BOXScale: N.T.S.FOR IRRIG. CONTROL & COMMON WIRE (ONE SHOWN)INSTALL MIN.6"-12" ABOVEHIGHEST POINTOF DISCHARGE30-INCH LINEAR LENGTH OF WIRE, COILEDWATERPROOF CONNECTIONID TAGANTI-SIPHON VALVE: SEE IRRIGATIONLEGENDPRESSURE REGULATING FILTER perLEGEND. -OPTIONAL DEPENDING ONAVAILABLE STATIC PRESSUREPVC SCH 80 UNIONPVC SCH 40 MALE ADAPTERUV RADIATION RESISTANT OR PAINTEDPVC SCH 40 PIPE (1 OF 2)FINISH GRADE/TOP OF MULCHPVC SCH 40 ELL (1 OF 2)PVC MAINLINE PIPEPVC LATERAL LINEADRIP ANTI-SIPHON VALVEScale: N.T.S.2345678910111223456789121110NOTES:1. USE SCH. 40 PVC PIPE TO CONNECT TRIPLE RINGS AND SIZE PVC APPROPRIATELY.2. INSTALL DRIPPERLINE RING IRRIGATION on SEPARATE REMOTE CONTROL VALVE.AUTOMATIC LINE FLUSHING VALVEFLOW, DRIPPER SPACING, LINE SPACINGPER MANUFACTURER'S INSTALLATIONGUIDELINESEXHAUST HEADER17mm BLANK TUBINGREMOTE CONTROL VALVE, FILTER SEEPLANTREE/PALM TRUNKGDRIPPER RING AT TREESScale: N.T.S.23456452363"2" MIN.FINISHED GRADE IN SHRUB AREASPVC LATERAL (OR EXHAUST HEADER)3/4" GRAVEL SUMP (1 CUBIC FOOT)BRICK SUPPORTS - THREES x 1/2" PVC 90 ELL (SIZE AS REQ'D)LINE FLUSHING VALVE per IRRIGATIONLEGENDVALVE BOX SEE SPECS.BFLUSH VALVEScale: N.T.S.234567243567JANTI-SIPHON VALVEScale: N.T.S.*NOTE*ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THEZONE, OR, ACCORDING TO LOCAL CODE.6" MIN ANTI-SIPHON VALVE - SEE IRRIGATIONLEGEND for TYPE. INSTALL perMANUFACTUER'SRECOMMENDATIONS.18 - 24" COILED WIRE.WATERPROOF CONNECTORS (2)UVR PVC PIPE AND FITTINGSFINISH GRADEMAINLINE PIPE AND FITTINGSLATERAL PIPE AND FITTINGS12345671234675 Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-8ARLF ALIGN DRIP TUBING LATERALSPARRALLEL TO THE CONTOURSOF THE SLOPELINE FLUSHING VALVEPLUMBED TO PVCAREA PERIMETERSTART CONNECTIONEXHAUST HEADERCOMPRESSION TEESUBSURFACE DRIP TUBINGper IRRIGATION LEGENDAIR/VACUUM RELIEF VALVE(PLUMBED to DRIP LINE ONEAT EACH HIGH POINT)BLANK TUBING CENTEREDON MOUND OR BERMSUPPLY HEADERREMOTE CONTROL VALVEARLFPVC SUPPLY HEADERTOP OF SLOPEAIR/VACUUM RELIEFASSEMBLYLINE FLUSHING VALVEASSEMBLYPVC EXHAUST HEADERTOE OF SLOPEREMOTE CONTROLVALVECONVENTIONALSPACING ON TOP 2/3 OFSLOPECONVENTIONALSPACING PLUS 25% ONBOTTOM 1/3 OF SLOPEALIGN DRIP TUBINGLATERALS PARRALLEL TOTHE CONTOURS OF THESLOPE3"2" MIN.FINISHED GRADE IN TURFAREASFINISHED GRADE IN SHRUBAREASRAINBIRD ARV-100 VALVE KIT,AIR / VACUUM RELIEF VALVEPLASTIC ROUND VALVE BOX PERIRRIGATION LEGEND,SUBSURFACE DRIP TUBINGBRICK SUPPORTSLANDSCAPE FABRIC3/4" ROCK, 1 CUBIC FT.RAINBIRD EASY FIT TEE,MDCFTEE AND FPTADAPTER-MDCF75FPTDDRIPPERLINE: IRREGULAR AREASScale: N.T.S.BDRIPPERLINE LAYOUTScale: N.T.S.ADRIP AIR RELIEF VALVEScale: N.T.S.2345678910234567891023456789234567982345678965432789AVZONE FLUSH VALVEPLUMBED TO PVCAREA PERIMETERSUBSURFACE IRRIGATION TUBINGPER IRRIGATION LEGENDMANIFOLD CONNECTION(PVC TO ELBOW)SCH. 40 PVC FLUSH MANIFOLDAIR/VACUUM RELIEF VALVE(PLUMED TO GEOFLOWTUBING AT EACH HIGH POINT)COMPRESSION TEEPVC SUPPLY MANIFOLDREMOTE CONTROL VALVEPER IRRIGATION LEGENDFV2345678998234567CDRIPPERLINE LAYOUTScale: N.T.S.HOSE BIB PER IRRIGATIONLEGENDTHREADED COUPLERSCH 80 NIPPLESTAINLESS STEEL CLAMPDURA PRE-ASSEMBLEDSWING JOINT WITH ONEPIECE BRASS MIPT NIPPLE#4 x 36" REBAR STAKES, 2REQUIREDLANDSCAPE FABRIC3/4" DRAIN ROCK. FILL VALVEBOX TO JUST BELOW LIDPLASTIC ROUND VALVE BOXWITH COVER REMOVED.FINISHED GRADE IN TURFAREASIRRIGATION MAINLINE2345678910123456789101111EHOSE BIBScale: N.T.S. Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions11.03.2021Drawn By:SLSheetOf9Job No. 000AR DE NSTUDIODESIGN G S M I T H R E S I D E N C E 300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.2021L-9A. GENERAL NOTESB. FIELD OBSERVATIONSC. MATERIALS NOTES (CONTINUED)D. PLASTIC PIPE NOTES (CONTINUED)F. RECORD AND AS-BUILT DRAWINGS (CONT'D)C. MATERIALS NOTESD. PLASTIC PIPE NOTESE. IRRIGATION EQUIPMENT NOTESF. RECORD AND AS-BUILT DRAWINGSG. EQUIPMENT TO BE FURNISHEDIrrigation Specifications DN UP DN FAU ROOM TAGROOM NAME ? 1 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG PROPERTY LINE TAG90 00' 00"20.00'N E FIREPIT -AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER –PROVIDE POWER AND GAS AS REQUIRED –INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. -CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES: 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (CBC 3109 & ISPSC 305) GARAGE PANTRY ELEV. 1 23 4 1 4 1 1 2 1 3 5 6 6 6 7 8 9 S.Y.S.B. 6' - 0"S.Y.S.B.6' - 0"S.Y.S.B.6' - 0"6 67 10 11 11 POOL & BASIN SPA SUNKEN FIREPIT (PER SEP. PERMIT) (PER SEP. PERMIT) 12 13 PLANTED AREA TURF PLANTED AREAPLANTED AREAPLANTED AREA PLANTED AREA PLANTED AREA 1415 15 16 16 16 17 18 12 19 (E.) 19.52' T.W. (E.)13.05 N.G.19 88° 56' 03"100.00'S W (E.)11.98 N.G. 20 PLANTED AREA 21 21 22 22 2222 22 22 22 22 22 11 TRASH AREAA/C UNIT AREA23 CLR. 3' - 0"CLR.3' - 0"24 POOL EQUIP. AREAS.Y.S.B. 6' - 0"R.Y.S.B.10' - 0"F.Y.S.B. 6' - 0" 2525 21 26 26 SLOPE PER CIVILSLOPE PER CIVILCLR. 15' - 4 5/8"CLR.20' - 0"CLR.21' - 0"CLR. 21' - 0 1/2" 22 13.30' T.O.S. 13.30' T.O.S. 13.30' T.O.S. STORAGE VEST. MUDROOM POOL BATH 2 - CAR GARAGE FOYER/ATRIUIM PWDR. PLANTED AREA DRIVEWAY DRIVEWAY F.O.F.5' - 4 5/8"F.O.F.5' - 9 3/8"F.O.F.7' - 0"F.O.F. 6' - 3 7/8" F.O.F. 7' - 3 7/8" F.O.F. 6' - 10 1/4"27 EXISTING BUILDING (NOT A PART)EXISTING BUILDING (NOT A PART)27 3 9 ° 0 0' 0 0 " 1 0 2 . 0 8 ' S E 1° 03' 57"41.51'SE34° 30' 00"100.00'NEF.Y.S.B. 10' - 0"TO C E N TER LIN E O F C U L -D E-S A C 5 0 ' - 0"13.17 N.G. (E.) 13.52 F.S. (E.)12.48 F.S. 19.47' T.W. 13.47 F.S. 12.88' T.W. 11.80' T.W. (E.) 13.74 T.W. 11.80' T.W. (E.) 12.62 T.W. 11.80' T.W. (E.)11.87 N.G. 6 6 PLANTED AREAPAPA PA OUTDOOR KITCHEN Δ=54°26'03" R=50.00' L=47.50' ENCROACHMENT PERMIT AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 6' - 9 5/8" F.O.F. 6' - 6 1/4" 1 1 1' - 0" 6' - 2 1/2" F.O.F. 6' - 1 1/2" C CF.O.F.4' - 9 5/8"4' - 11 5/8"F.O.F.6' - 4 5/8"F.O.F.48' - 3 3/4"48' - 4 3/4"F.O.F. 10' - 8 7/8" 10' - 10 7/8" F.O.F. 26' - 3 7/8" 26' - 4 7/8" F.O.F. 43' - 8 1/4" 43' - 10 1/4"F.O.F.6' - 0"6' - 1"F.O.F.6' - 0"6' - 1"NEWPORT BAY NEWPORT BAY MORNING STAR LANE 15' - 0"18.55' T.W.2819 29 30 28 28 DOCK PLANTED AREA A A B B MEDIA ROOM GREAT ROOM KITCHEN DINING POOL STORAGE 20 10.80' F.S. 10.90' F.S. 31 31 31 31 31 32 33 32 32 33 33 32 32 32 32 33 32 33 32 32 32 32 32 33 32 EAVE OVERHANG 1' - 4 1/2"EAVE OVERHANG2' - 5 5/8"EAVE OVERHANG3"EAVE OVERHANG1' - 1 1/2"EAVE OVERHANG 4 7/8"EAVE OVERHANG2' - 9 5/8"EAVE OVERHANG 9' - 1 3/8"EAVE OVERHANG1' - 10"(E.) 19.52' T.W. 15.30' T.O.R. ALIGN GRID #13' - 1 3/4"12' - 3 1/8"5' - 3 1/2"1' - 5 1/8" 4' - 5 3/8" EAVE OVERHANG 7 3/8" 11' - 1 1/4" 5' - 0 3/4" 15.30' T.O.R. (E.) 11.97 F.S. (E.) 16.72' T.O.R. (E.)14.42 F.S. 16.72' T.O.R. (E.)13.22 F.S. 16.72' T.O.R. 19.47' T.W. (E.)14.96 F.S. (E.)14.39 F.S. 14.90' T.W. (E.) 14.74 T.W. 11.87' F.S. (E.) 13.69 T.W. 19.47' T.W. (E.) 13.49 F.S. 19.47' T.W. 18.97' T.W. 15.51' T.O.R. (E.)12.01 N.G.(E.)12.72 N.G. (E.) 19.52' T.W. (E.)12.72 N.G. 17.72' T.W.12.88' T.W. 34 13.22' F.S. 13.30' 13.22' F.S. 11.87' T.W. 11.87' F.S. 13.22' F.S. 16.22' T.O.R. 34 35 (E.) 8.63 T.B. (E.)8.74 T.B. (E.) 8.61 T.B. (E.) 8.58 T.B. (E.) 8.60 T.B. (E.) 9.45 T.B. (E.) 8.59 T.B. (E.) 8.60 T.B. 11.87' F.S. 35 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: SITE PLAN NOTESA ANNOTATION LEGENDB KEYNOTESC BRANDON ARCHITECTS 11/01/2021 ARCHITECTURAL SITE PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-0.0 PA -2021-207 RYAN MCDANIEL, AIA PROJECT NORTHTRUE NORTH 3/16" = 1'-0"1 ARCHITECTURAL SITE PLAN 1 PROPERTY LINE 2 SIDE YARD SETBACK 3 FRONT YARD SETBACK 4 REAR YARD SETBACK 5 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION 10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK) 6 (E.) ON-SITE TREE - TO BE REMOVED 7 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) REF. TO LAND. DWG. 8 (E.) WATER VALVE - (REF. SURVEY & CIVIL DWGS.) 9 (E.) POOL EQUIPMENT - TO BE REMOVED PER LAND. DWG. 10 (E.) GAS METER LOCATION TO BE RELOCATED - (REF. SURVEY & CIVIL DWGS.) 11 PROVIDE POWER FOR POOL/SPA EQUIPMENT - G.C. TO VERIFY LOC'N., REF. LAND. DWGS." EQUIP. MUST MEET THE CITY OF N.B. SOUND DECIBLE RATING REQ'. 12 (E.) CABLE TV JUNCTION BOX 13 (E.) WATER METER LOCATION - (REF. SURVEY & CIVIL DWGS.) 14 DECORATIVE FOUNTAIN BY OWNER (BY SEPARATE PERMIT IF NEEDED) 15 (N.) WOOD LOUVER SCREEN - ARCH. TO APPROV. 16 OUTLINE OF EXISTING STRUCTURE - TO BE REMOVED 17 FIREPIT - PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 18 PROVIDE GAS STUB-OUT PER OWNER, ARCH TO VERIFY LOCATION 19 (N.) PROPERTY LINE FENCE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH EXTERIOR (MAX. 6' ABV. N.G.) [ON OWNER'S SIDE] 20 WOOD POOL DECK, REF. LANDSCAPE DWGS. - LAND. & ARCH TO APPROV. COLOR 21 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. DWGS. 22 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER 23 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 24 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 25 WATER HEATER - TANK-LESS - SIZE PER T-24 REPORT REF. DTL. 1/AD-1 - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 26 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 27 EXISTING STRUCTURE - NOT A PART 28 (N.) PROPERTY LINE WALL - PLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.) 29 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 30 BBQ. - REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER 31 LINE OF ROOF, EAVES & OVERHANGS ABOVE 32 DRAIN LINE - IN WALL/FROM DECK/ROOF ABV. PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL 33 OVERFLOW DRAIN LINE - IN WALL - FROM DECK/ROOF ABOVE - PROVIDE DRAIN SWEEP (ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/ SITE DRAINAGE & COORD. W/. CIVIL 34 CHANNEL DRAIN - COPPER OR EQ., INSTALL PER MGFR. SPECS, SLOPED TO DRAINS & OVERFLOW DRAINS. 35 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 NO. REVISION DATE DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS 11/01/2021 3D VIEWSSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-1.0 PA -2021-207 RYAN MCDANIEL, AIA 1 AXONOMETRIC - WEST 2 AXONOMETRIC - EAST 3 AXONOMETRIC - SOUTH 4 AXONOMETRIC - NORTH NO. REVISION DATE W/D.R EF.DW TRDW TRUP FAU D W W/D. FRZ.REF. TRDW FAU A-4.1 A-4.0 A-4.13 A-4.0 4 4 2 GARAGE 2 - CAR GARAGE POOL BATH MUDROOM VEST. PWDR. ELEV. PANTRY GREAT ROOM MEDIA ROOM FOYER/ATRIUIM 90.57° 90.00° STORAGE 16 1 21 20 123 22 9 24 1415 10 8 2 1 4 A-4.0 3 A-4.1 2 DINING KITCHEN 13.30' T.O.S. 13.30' T.O.S. 13.30' T.O.S. 1 2 3 4 5 6 7 11 12 23 3 44 5 6 7 8 9 6 2 8 9 10 11 11 12 2 3 2 6 6 13 R @ 0' -7 7/16"21 14 9 66 15 16 17 18 POOL STORAGE 5 16 A-4.0 1 8 19 NOTE: INSIDE FACE OF ALL GARAGE WALL TO BE GLASS-MAT PANELS MOLD TOUGH -THE 5/8" VHI FIRECODE X (UL CLASSIFIED FOR FIRE RESISTANCE & CAN BE USED IN ANY UL DESIGNS WHERE TYPE SGX PANELS ARE LISTED) SLOPE PER CIVIL NOTE: INSIDE FACE OF ALL GARAGE WALL TO BE GLASS-MAT PANELS MOLD TOUGH -THE 5/8" VHI FIRECODE X (UL CLASSIFIED FOR FIRE RESISTANCE & CAN BE USED IN ANY UL DESIGNS WHERE TYPE SGX PANELS ARE LISTED)SLOPE PER CIVIL20 F .Y .S .B .6 ' - 0 "TV/MEDIA WALLCAR LIFT (BELOW) CAR LIFT (BELOW) A-4.1 1 21 22 23 24 25 26 (PHANTOMPARK* SUBTERRANEAN LIFT PER MFG'R.)CLR.20' - 0"CLR. 13' - 1 3/4" CLR. 15' - 4 5/8"8"3/4"1' - 0"6' - 0"1' - 0"4 1/2"1' - 0"6' - 0"1' - 0"3/4"3/4"1' - 0"16' - 0"1' - 0"3/4"CLR.21' - 0"CLR. 21' - 0" (PHANTOMPARK* SUBTERRANEAN LIFT PER MFG'R.) 13 2 ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 11/01/2021 FIRST LEVEL FLOOR PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-2.0 PA -2021-207 RYAN MCDANIEL, AIA PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST LEVEL FLOOR PLAN 1 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 2 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 3 TOILET - MIN. 24"" CLR. IN FRONT, MIN. 30"" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 4 WATER HEATER - TANK-LESS - SIZE PER T-24 REPORT REF. DTL. 1/AD-1 - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G. CONN.) 5 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 6 TALL CABINET - BUILT-IN, FINISH AS SEL." 7 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 8 BASE CABINET & COUNTER - BUILT-IN, FINISH AS SEL. 9 UPPER CABINET - BUILT-IN, FINISH AS SEL. 10 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR AIR 11 FURNISHINGS - AS SELECTED 12 FIREPLACE - PREFABRICATED, GAS ONLY, 'MASON-LITE FIREPLACE ', MODEL 'MAJESTIC - 72' [DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 13 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 14 KITCHEN SINK - BASE CABINET AND COUNTER CONFIGURATION PER I.D. 15 COUNTERTOP - AS SELECTED 16 GARAGE DOOR - RATED, 1-3/8"" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE 17 BUILT-IN PANELS - CUSTOM PER INTERIOR DESIGNER 18 FIREPLACE - PREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.)" 19 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 20 (N.) WOOD LOUVER SCREEN - ARCH. TO APPROV. 21 KITCHEN SINK - AS SELECTED 22 DISHWASHER - AS SELECTED 23 TRASH COMPACTOR - VERIFY APPLIANCE W/. OWNER 24 REFRIGERATOR - VERIFY APPLIANCE W/. OWNER 25 FREEZER - VERIFY APPLIANCE W/. OWNER 26 DOUBLE OVENS - VERIFY W/. I.D. AND OWNER - AS SELECTEDART W ALLART W ALLART WALLART W ALLNO. REVISION DATE W D DN FAU D W W/D. FRZ.REF. TRDW FAU A-4.1 A-4.0 A-4.13 A-4.0 4 4 2 A-4.0 3 A-4.1 2 GUEST SUITE BATH #3 W.I.C. LAUNDRY DEN BATH #4 W.I.C. BRIXTON'S BEDROOM W.I.C. BATH #5 HER CLOSET GYM/ BEDROOM #2 BATH#2 STORAGE MASTER BATH MASTER VEST. MASTER SUITE OFFICE W/C. W/C. CLR. 30" MIN. CLR. 30" MIN. 26 21 20 17 26 A/V ROOM ELEV. A-4.0 1 1 2 R @ 0' -7 7/16"21 5 6 A2 10 11 39 35 37 40 42 41 13 12 14 43 15 16 29 28 27.1 34.1 31 32 34 DD1 B F .Y .S .B .6 ' - 0 "HIS CLOSET S.Y.S.B.6' - 0"R.Y.S.B. 10' - 0"R.Y.S.B.10' - 0"S.Y.S.B. 6' - 0" S.Y.S.B. 6' - 0"S.Y.S.B.6' - 0"SLOAN'S BEDROOM 2' - 6" S. V. SEAT SHWR.S. SEAT SHWR.MIN. 2' - 6"DESKDESK BUILT-INS BUILT-INS BUILT-INS OPEN TO BELOW MECH.CLR.30" MIN.CLR.30" MIN.CLR. 30" MIN. SEAT SHWR.LIGHT WELL (OPEN TO BLW.) A-4.1 1 3' - 3 1/8"5' - 8 1/2"3' - 4 1/8"F.P.T.V. EFULL MIRRORBEV. BUILT-INS BUILT-INS SHWR.SEATT.V. BUILT-INS 30 3 4 5 6 7 8 9103 611 11 SHOE RACKSHOE RACK9 108 212 10 13 14 14 13 6 5 43.1 38.1 3 14 10 9 3 14 10 8 9SHOE RACK SHOE RACK44 9 7 SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHTS ABV. S. S. S.S. ART WALL 15 1617 AD-1.0 11 18 2 2% SLOPE MIN. 2% SLOPE MIN. 2% SLOPE MIN. 2% MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE2% MIN. SLOPE 2% MIN. SLOPE AD-1.0 11 16 18 3 5/8"2' - 8 5/8"8' - 10 3/8" 2% MIN. SLOPEHIGH WINDOWS8 C 18 17 19 F F 25 27 38 4545.1 A A1 B1 B2 2223 36 ROOM TAGROOM NAME 1 A-5.0 1 1 ? 1 1 A-4.0 1 1 1 1 ELEVATION / SECTION INDICATOR AD-1.0 1 CALL-OUT TAG 10.00'SPOT ELEVATION KEYNOTE TAG REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG FIRE RATED CEILING ASS'Y -REF. DTLS. 7/AD-1.0 1-HR RATED INT CONDITION -REF. DTLS. 7/AD-1.0 1-HR RATED EXT CONDITION -REF. DTLS. 7/AD-1.0 STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL DOORS -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC WINDOW -AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 -SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. REFRIGERATOR (REF) / FREEZER (FRZ) -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER AND WATER SUPPLY AS REQUIRED BUILT-IN APPLIANCE / DISHWASHER (DW) / TRASH COMPACTOR (TR)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE CASEWORK, TALL CABINET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, BASE CABINET W/. COUNTERTOP -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER BUILT-IN CLOSET -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQ'D. (CRC 321.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: KEYNOTESB ANNOTATION LEGENDA BRANDON ARCHITECTS 11/01/2021 SECOND LEVEL FLOOR PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-2.1 PA -2021-207 RYAN MCDANIEL, AIA PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 SECOND LEVEL FLOOR PLAN 1 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 2 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 3 FURNISHINGS - AS SELECTED 4 REFRIGERATOR - UNDER-COUNTER, PER I.D. & OWNER 5 UPPER CABINET - BUILT-IN, FINISH AS SEL. 6 BASE CABINET & COUNTER - BUILT-IN, FINISH AS SEL. 7 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 8 BATHTUB & SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72"" HIGH (R307.2) 9 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 10 CUSTOM SHOWER SEAT PER I.D. 11 BUILT-IN CLOSET - CUSTOM PER INTERIOR DESIGNER 12 RESIDENTIAL ELEVATOR - 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 13 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 14 TALL CABINET - BUILT-IN, FINISH AS SEL." 15 16 17 DRAIN LINE - IN WALL/FROM DECK/ROOF ABV. PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB. VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL 18 CHANNEL DRAIN - COPPER OR EQ., INSTALL PER MGFR. SPECS, SLOPED TO DRAINS & OVERFLOW DRAINS. NO. REVISION DATE D W W/D. FAUW/D.R EF.DW TRDWTRUP FAU DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 OR 2X12 STUD WALL -SEE PLAN DIMENSIONS EXT. DOUBLE FRAMED POCKET / SLIDER DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL -12”REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. –FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 –EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR –SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS A-4.1 A-4.0 A-4.13 A-4.0 4 4 2 A-4.0 3 A-4.1 2 89.43°90.00°1' - 6"2' - 3"1 1 C C A A B B A-4.0 1 S.Y.S.B.6' - 0"S.Y.S.B.6' - 0"R.Y.S.B. 10' - 0"R.Y.S.B.10' - 0"S.Y.S.B. 6' - 0" S.Y.S.B. 6' - 0" 3' - 11 1/2" F.O. 5' - 2"2' - 6"16' - 5 1/8"3' - 0"2' - 2 1/2"3' - 7 7/8"3' - 0"2' - 0 3/4"18' - 2 3/4"1' - 8 3/8"15' - 6" 61' - 11"15' - 6" 11' - 8 1/8"77' - 5"10' - 10 7/8"6' - 5 5/8"72' - 10 5/8"5' - 7 3/4"1' - 8 3/8"40' - 9 1/2"9' - 0 1/8"21' - 4 1/2"15' - 4 7/8"3' - 2"23' - 11"3' - 2 7/8"3' - 0"2' - 9 3/8"1' - 0 3/8"3' - 0"16' - 6 3/8"9 3/4"9' - 1" 8' - 7 7/8" 14' - 0 1/8" 2' - 5 7/8" 2' - 5 7/8" 10' - 2 1/2" 2' - 0" 1' - 5 1/2"4 1/8" 6' - 0" 2' - 8 7/8" 5' - 10 3/8" 16' - 5 7/8" 17' - 8 7/8"5' - 7 3/4"13' - 10"18' - 5 1/4"23' - 3 3/4"6' - 3 5/8"18' - 0"5/8"1' - 8 3/8"26' - 0 5/8"6' - 1"16' - 9 3/4" 9' - 1 1/2" 5' - 10 3/8" 25' - 11 1/4" F.O. 8' - 11 1/2" 2" F.O. 16' - 0 1/8" 9 5/8"4' - 1"F.O.37' - 10 1/8"41' - 11 1/8"25' - 9 3/8" F.O. 25' - 5 3/8" 90.00° 12 5 .0 0 ° STORAGE MEDIA ROOM FOYER/ATRIUIM PANTRY GARAGE 2 - CAR GARAGE MUDROOM VEST. POOL BATH POOL STORAGE DINING KITCHEN GREAT ROOM ELEV. PWDR.5' - 4 5/8"22' - 10 3/4"1' - 8 3/8"3' - 11 1/4"33' - 11"6' - 1"2' - 11 5/8"2' - 5"2"F.O.24' - 5 1/8"5 5/8"2' - 8"9 5/8"CLR. 15' - 4 5/8" CLR. 13' - 1 3/4"CLR.20' - 0"F.O. 9' - 0" F .Y .S .B .6 ' - 0 " LIGHT WELL LIGHT WELL 145.00° 1 2 5 . 0 0 °6' - 0"18' - 6 1/2"5' - 9 3/8" 29' - 1 3/8" 13' - 9"6' - 6 7/8"1' - 3 3/4"4' - 7 1/4"3' - 10 7/8"1 2 5 .00 ° 1 2 3 3 4 43 4 4 3 3 5 5 1 3 (OPEN TO ABV.) NOTE: INSIDE FACE OF ALL GARAGE WALL TO BE GLASS-MAT PANELS MOLD TOUGH -THE 5/8" VHI FIRECODE X (UL CLASSIFIED FOR FIRE RESISTANCE & CAN BE USED IN ANY UL DESIGNS WHERE TYPE SGX PANELS ARE LISTED) SLOPE PER CIVIL NOTE: INSIDE FACE OF ALL GARAGE WALL TO BE GLASS-MAT PANELS MOLD TOUGH -THE 5/8" VHI FIRECODE X (UL CLASSIFIED FOR FIRE RESISTANCE & CAN BE USED IN ANY UL DESIGNS WHERE TYPE SGX PANELS ARE LISTED) SLOPE PER CIVIL A-4.1 1 2% SLOPE MIN. 2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN. SLOPE PER CIVIL DRIVEWAY 90.00° 90.00° 9 1/8" 4' - 11 1/2" 3' - 5 5/8" 3' - 0 5/8" 7' - 11 3/4" 1' - 7" 1' - 4" 2' - 9 5/8"2' - 0 1/2"9 7/8"2' - 7"36' - 5 3/8"2' - 0 1/2"10' - 0 5/8"1 1/4"3' - 0 3/4"2' - 4 3/4"6' - 7 5/8"CLR.5' - 0"CLR. 4' - 0"7' - 1 5/8"9' - 6"2' - 5 1/4"3' - 0 5/8"6' - 1 1/2"1' - 9"3' - 11 1/4"CLR. 21' - 0 1/2"5' - 1 3/8"4' - 1 3/8"25' - 5 3/4"7' - 6"1' - 11 7/8" 4' - 6 3/8" DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 11/01/2021 FIRST LEVEL DIMENSION PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-2.2 PA -2021-207 RYAN MCDANIEL, AIA PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 FIRST LEVEL DIMENSION PLAN NO. REVISION DATE D W W/D. FAU W D DN FAU DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP. RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED-REFERENCE T-24.1 ROOM TAGROOM NAME 1 1 1 1 10.00'SPOT ELEVATION REVISION TAG DOOR TAG WINDOW WALL TAG WINDOW TAG STRUCTURAL STEEL COLUMN PER STRUCT., REF. STRUTC. DWGS, -PAINT AND SEAL AS REQUIRED –ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS STRUCTURAL WOOD POST/COLUMN COLUMN -PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED –ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL KITCHEN RANGE W/. EXHAUST HOOD -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED -30”MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC KITCHEN/BAR SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN –TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC VANITY SINK -AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24”MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN WASHER (W) / DRYER (D) / STACKED (W/D)-AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER –PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED -THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET -WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24”IN FRONT AND 15”FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) –REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE FIREPLACE -FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) -FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) A/C CONDENSER / HEAT PUMP -TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER -SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. –INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION FAU -PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. –INSTALL PER MFGR. INSTRUCTION RECESSED MAIN SERVICE PANEL -400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) –GC TO COORDINATE W/. UTILITY COMPANY ROOF/DECK DRAIN -PER CHAPTER 11 OF CPC -SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC –ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN -PER CHAPTER 11 OF CPC -COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS –SLOPE AND SIZE PER TABLE 1103.3 OF CPC –REF. DTL. 11/AD-1.0 2X4 STUD WALL 2X6 STUD WALL 2X8 STUD WALL 2X10 OR 2X12 STUD WALL -SEE PLAN DIMENSIONS EXT. DOUBLE FRAMED POCKET / SLIDER DOOR WALL - TYP. 2X6 EXT. FRMG. AND 2X4 INTERIOR FRAMING W/. DOUBLE TOP PLATE AND SINGLE SILL PLATE U.N.O., MIN. AIR SPACE/DOOR POCKET TO BE VERIFIED W/. DOOR MFGR. - STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS CONCRETE WALL -12”REINFORCED CAST IN PLACE CONCRETE WALL TYP. U.N.O. PER STRUCT., REF. STRCUTC. DWGS. –FOR BASEMENT/RETAINING CONCRETE WALL PROVIDE WATERPROOFING OR DAMPPROOFING AND DRAINAGE AS REQUIRED PER SECTION R406.1 & R406.2, REF. SOILS REPORT,WATERPROOFING & DAMPROOFING NOTES ON SHEET T-1.1 –EXPOSED SURFACES TO HAVE TROWELED SMOOTH FINISH WITH A LIGHT GRAY COLOR, PROVIDE SAMPLE FOR ARCH. APPROVAL SLAB/FRAMING DEPRESSION -SEE STRUCT. DWGS. FOR THE RECESSION DETAILS - FOR RECESSION SPECIFIC TO EQUIPMENT OR ASSEMBLY VERIFY THE REQUIRED RECESSION W/. MFGR. OR FABRICATOR –SHOWER RECESSION TO BE VERIFIED W/. I.D. SEE SHEET AD-2.0 FOR THE TYPICAL DEPRESSION OF DOORS AND WINDOWS, VERIFY ALL DEPRESSIONS W/. MFGR. STUDS MIN. SPACING PER STRUCT. AND EXT. FINISH MFGR. INSTRUCTION AND/OR LISTING –SEE EXT. WALL DETAILS AND STRUCT. DWGS A-4.1 A-4.0 A-4.13 A-4.0 4 4 2 A-4.0 3 A-4.1 2 1 1 C C A A B B A-4.0 1 24' - 3 1/4" 5' - 10 3/8" 16' - 9 3/4" 7' - 5 1/2" F.O. 2' - 9" 4' - 5 1/8" 9' - 7 5/8" 2" F.O. 7' - 3 1/2"6' - 9 3/8"78' - 2 1/2"58' - 6 7/8"12' - 3 7/8"F.O.2' - 11"7' - 10 7/8"1' - 0 5/8"F.O.2' - 6"2' - 6 1/8"2' - 3 5/8"F.O.12' - 0"9 1/8"9 3/8"F.O.4' - 0"1' - 4 5/8"4' - 4 1/8"F.O.5' - 2"4' - 9 5/8"1' - 3 7/8"F.O.3' - 0"1' - 9 7/8"3' - 4 1/4"5' - 8 1/2"3' - 0 5/8"2 1/2"6' - 9 7/8" 33' - 3 3/8" 15' - 6 3/8" 8' - 7 7/8" 9' - 1" 2" F.O. 15' - 2 1/4" 2" 4' - 0 7/8" 4' - 7 1/4" 2" F.O. 8' - 11"7' - 1"5 3/8"F.O.3' - 0 1/8"15' - 4 3/4"84' - 7 1/4" 2 7/8" F.O. 5' - 9"7' - 7"5' - 6 3/4"10' - 11 3/8" F.O. 2' - 0"1' - 11 3/8"6 5/8" F.O. 2' - 0"1' - 0 1/8"8' - 4" F.O. 5' - 0"2 5/8"1" F.O. 16' - 0" 3' - 9 5/8"19' - 1 1/2"32' - 0"5' - 0"25' - 1 1/4"12' - 6 3/4"9' - 2 3/4"F.O.3' - 0"4"25' - 1 1/4"7/8"4' - 4 1/2"6 5/8"42' - 8"6' - 1"S.Y.S.B.6' - 0"R.Y.S.B. 10' - 0"R.Y.S.B.10' - 0"S.Y.S.B. 6' - 0" S.Y.S.B. 6' - 0" F .Y .S .B .6 ' - 0 "6' - 9 3/8"37' - 7 3/8"21' - 5"16' - 2 3/8"1' - 9 3/4"7/8"F.O.21' - 0"4 1/8"5/8"15' - 8"1 2 5 . 0 0 ° 145.00° 5' - 7"16' - 7 7/8" 49' - 5 1/8" 2' - 7 1/8"2' - 11 7/8"7 1/4"16' - 0 5/8"7' - 11 1/2"16' - 7 1/4"7' - 6 7/8"2 7/8"F.O.13' - 3"3' - 1 1/2"F.O.7' - 6"5 1/2"GYM/ BEDROOM #2 HER CLOSET BATH#2 STORAGE MASTER BATH MASTER VEST. OFFICE LAUNDRY BATH #3 GUEST SUITE W.I.C. A/V ROOM ELEV. BRIXTON'S BEDROOM W.I.C. BATH #4 BATH #5 W.I.C. SLOAN'S BEDROOM F.O. 26' - 11 7/8" 10 5/8" 27' - 10 1/2" LIGHT WELL (OPEN TO BLW.)6' - 0"5' - 9 3/8"125.0 0° 145.00° 11' - 3 1/8" MASTER SUITE CLR.15' - 6"CLR. 12' - 6" DEN STAIRS CLR.12' - 0"CLR. 15' - 4" CLR. 14' - 5 1/8"CLR.13' - 8 7/8"CLR. 15' - 3 3/8"CLR.14' - 6"CLR. 18' - 1 1/4"CLR.15' - 9 1/2"A-4.1 1 2% MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE 1 2% MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE2% MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE SKYLIGHT ABV.SKYLIGHT ABV.SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHT ABV.SKYLIGHT ABV.CLR.5' - 3 1/4"CLR. 4' - 0"7' - 0 5/8"4' - 0"7' - 0 5/8"5' - 8 5/8"5' - 8 5/8"2' - 5"2' - 0 3/8"10' - 9 1/8"2' - 3 1/2"6' - 0 3/4"9' - 11 1/2"4' - 7 1/8"1' - 10 3/4"1' - 6"13' - 6 1/8"4' - 6 1/2"8' - 0 1/2" 2' - 0"2' - 1 1/4"3' - 9 3/4"5' - 11 5/8"6' - 3 3/8"OPEN TO BELOW6' - 7 7/8"2' - 4 1/2"3' - 5 1/4"0"8' - 6 1/2"5' - 9"5' - 7 3/8"2' - 6 3/4"2' - 0"8' - 6"2' - 4 3/4"16' - 6 1/2"8' - 3" 7' - 8 1/4" 4' - 3 1/8" 4' - 11 3/8"4' - 1 3/4"6' - 8 3/4"2' - 4"3' - 8 3/4"15' - 0 3/4"1' - 9"4' - 5"1' - 9 1/2"12' - 6 1/8"4' - 0 5/8"2' - 0 5/8"40 43.1 43 38 39 38.1 4545.1 3' - 5 3/8"3' - 3 5/8"3' - 10 1/8"1' - 11 3/8"2' - 3 5/8"9' - 6"4' - 9 5/8"4' - 0 1/4"5' - 0 5/8" 3' - 1 3/4" 10' - 6 1/4" 5' - 6 5/8" 2' - 9 3/8" 2' - 3 1/4" 11' - 11 7/8" 7' - 2 3/4" 2 2 2 2 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: BRANDON ARCHITECTS ANNOTATION LEGEND GENERAL NOTESA B 11/01/2021 SECOND LEVEL DIMENSION PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-2.3 PA -2021-207 RYAN MCDANIEL, AIA PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 SECOND LEVEL DIMENSION PLAN NO. REVISION DATE R EF. W D DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16”MIN. AND 1/4”MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING AND WHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 3. PROVIDE 1”SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30”(VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30”WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22”AND HEIGHT SHOULD BE 30”MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30”FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) -REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERS SHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) MISC. NOTES: 1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE 2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS. 3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANS 5. UPON APPROVAL OF FINAL SUBMITTAL AND COMPLETION OF FRAMING SUBMIT A CERT. HT. SURVEY FOR REVIEW TO THE HOA. 6. MUST BE TINTED DARK BRONZE. WHITE DOMED SKYLIGHTS ARE NOT PERMITTED AND ARE NOT PERMITTED TO BE UP-LIGHTED. 1 1 C C A A B B 0.25:12 0.25:120.25:12 0.25:120.25:12 0.25:120.25:120.25:120.25:120.25:12 0.25:12 0.25:1236.74' 36.75' 36.74' 36.67' 37.10' T.W. 37.10' T.W. 37.10' T.W. 37.10' T.W. FLAT ROOF 37.11' T.W. 37.19' T.W. 36.69' 1 2 3 3 3 3 3 3 3 3 FLAT ROOF 4 4 4 5 5 4 6 4 1 2 5' - 9"5' - 4"4' - 2 13/16"2' - 0 31/32" 1' - 5"3' - 0 25/32"3' - 8 21/32"3' - 11 3/16"3' - 1 25/32"3' - 4 3/4" 4' - 5 3/8" 2' - 4 1/2" 1' - 5" 4' - 5 3/8" LIGHT WELL (OPEN TO BLW.)S.Y.S.B.6' - 0"S.Y.S.B.6' - 0"R.Y.S.B. 10' - 0" R .Y .S .B .10' - 0"S.Y.S.B. 6' - 0" S.Y.S.B. 6' - 0" F .Y .S .B . 6 ' - 0 "1' - 0"3' - 10 5/8"2' - 0"12' - 0 25/32"0' - 1"6' - 0"6' - 3 9/16"5' - 9"5' - 0 3/16"10' - 4 27/32" 4' - 5 3/8" 1' - 5"6' - 6 27/32"1' - 9 31/32"5' - 5 1/4"11' - 7 5/32"4' - 4 1/16"7' - 1"16' - 7 1/4"7' - 6 29/32"1 2 5 .00°145.00° 5' - 3 15/16" 5' - 5 1/8"4' - 5 3/16"8' - 9 7/16"5' - 3 1/8"2' - 6 13/16"125.00° 5' - 5 5/32"16' - 6 7/8"16' - 9 1/2"10' - 4 27/32"8' - 3 15/16"4' - 2 13/16"25' - 1 1/4"11' - 1"145.00° 15' - 11 1/4"18' - 7"18' - 1 7/32"0.25:120.25:120.25:12 0.25:12 SOLAR PANELS FLAT ROOF 34' - 6 1/4"0' - 8 3/8"6' - 0"0' - 9 15/32" TYP. 6' - 0"0' - 9 15/32"6' - 0"TYP.1' - 0"4' - 0" 2' - 0"3' - 0"11' - 0"1' - 0"7' - 10 5/16"6' - 0"0' - 7 7/32"6' - 1"1' - 0" 30 27 28 29 31 32 33 7 72% M IN2% MIN2% MIN2% MIN2% MIN FLAT ROOF 2% MIN2% M IIN . S LOP E2% MIIN. SLOPE2% MIIN. SLOPE 0.25:122% MIN 2% MIN 2% MIN2% MIN(PER SEPERATE PERMIT) LOT COVERAGE: 5,090 S.F.EAVE OVERHANG1' - 1 1/2"EAVE OVERHANG3"7 3/8"EAVE OVERHANG2' - 5 5/8"EAVE OVERHANG2' - 9 5/8"EAVE OVERHANG 9' - 1 3/8" EAVE OVERHANG 1' - 4 1/2"EAVE OVERHANG1' - 10"EAVE OVERHANG 7 3/8" 11' - 1 1/4" AD-1.0 18 AD-1.0 18 AD-1.0 18 AD-1.0 18 AD-1.0 18 5 2. 9 1 ° 77 7 DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: GENERAL NOTESA B KEYNOTES BRANDON ARCHITECTS 11/01/2021 ROOF PLANSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-3.0 PA -2021-207 RYAN MCDANIEL, AIA 1 SIDE YARD SETBACK 2 (N.) WOOD LOUVER SCREEN - ARCH. TO APPROV. 3 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 4 PROPERTY LINE 5 REAR YARD SETBACK 6 FRONT YARD SETBACK 7 SKYLIGHT - SIZE AS DIM. , MUST BE TINTED DARK BRONZE. WHITE DOMED SKYLIGHTS ARE NOT PERMITTED AND ARE NOT PERMITTED TO BE UP-LIGHTED. - 'SKYCO' ICC #ESR-3837 OR EQUIV. (REF. DTLS.) PROJECT NORTHTRUE NORTH 1/4" = 1'-0"1 ROOF PLAN NO. REVISION DATE WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER:ASSOCIATED BUILDING SUPPLY ADDRESS:STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT:JOE YOUNAN PHONE:949-872-3319 FAX:206-666-2150 EMAIL:JYOUNAN@ABSSOCAL.COM WEB:WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT:CUSTOM COLLECTION COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER ADDRESS:3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER:WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR AMC PANELING/ FASCIA: MANUFACTURER: OLD COUNTRY MILLWORKS PRODUCT:ALPOLIC MATERIALS COLOR: TOB BLACK -TO BE APPROVED BY ARCH. & OWNER. APPLICATION: PANELING. PANEL REVEAL: TBD WEIGHT: LESS THAN 15 LBS./S.F. ADDRESS:5855 HOOPER AVE., LOS ANGELES, CA 90001 PHONE:323.234.2940 WOOD SIDING: MANUFACTURER: KEBONY USA, KEBONY CLEAR RADIATA DECKING AND LUMBER COLOR: DEEP BROWN -ARCHITECT TO APP'V. APPLICATION: RAINSCREEN SIDING AND SCREEN ELEMENT EXTERIOR STUCCO MANUFACTURER:MERLEX STUCCO ADDRESS:2911 ORANGE-OLIVE ROAD, ORANGE, CA 92865 PHONE:714.627.1700 COLOR: WHITE -ARCH. TO APPROVE. APPLICATION: THREE-COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) PROVIDE EXPANSION JOINTS (STUCCO REVEALS) WIDTH TO BE DETERMINED, LOCATION TO BE SPECIFIED AND FIELD VERIFIED BY ARCH. ROOFING: PRODUCT: TPO MEMBRANE MFGR:GAF, EVERGUARD -WW.GAF.COM COLOR: ENERGY GRAY 322 (COOL COLOR TECH) APPLICATION: REF DTL. A/A-3.O CODE:UL LISTING -TGU R1306 TPO FULLY ADHERED CLASS 'A' WEIGHT: N/A GUTTERS: MATERIAL: METAL -COPPER/ALUM. PAINTED KYNAR COLOR: BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER SHAPE: CONCEALED HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WEB:WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR:TUFFLEX POLYMERS ADDRESS:10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB:WWW.TUFFLEXPOLYMERS.COM CODE:ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 13.30'FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22'FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10'24' - 0"1' - 3 1/8"11' - 6"MAX HOA 38.03' MAX HOA 38.03' 16 15 14 13 12 11 10 4 34 7SLOAN'S BEDROOM BRIXTON'S BEDROOM GUEST SUITE GREAT ROOM KITCHEN GARAGE OUTDOOR KITCHEN 1212 3 6 9 7 9 13 14 3 2 1 15 6 7 39.99' T.O. CHIMNEY 36.74' 0.18:12 0.18:12 SILL HT.3' - 0"HD. HT.8' - 6"HD. HT.9' - 0"SILL HT.3' - 0"SILL HT.3' - 0"7' - 6"2' - 0"24' - 11 1/8"24' - 0"9' - 6"1' - 3 1/8"11' - 6"9 3' - 6 3/8" EAVE OVERHANG 2' - 5 5/8" P.L. FRONT YARD SETBACK 6' - 0" SETBACKP.L.SETBACK EAVE OVERHANG 5' - 3 1/2"12' - 3 1/8" C A SETBACK (BEYOND) EAVE OVERHANG 2' - 9 5/8"9' - 6"12' - 9 1/8"2' - 0"1' - 3"FIRST FLOOR F.F. 13.30' FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10' MAX HOA 38.03' MAX HOA 38.03' 1 F 16 24' - 11 1/8"9' - 6"1' - 3 1/8"11' - 6"0.12:12 36.06'36.56'HT. CERT. REQ'D. 37.10' GYM / BEDROOM #2STAIRS 2 -CAR GARAGE 1 2 5 10 4 3 7 6 3 11 31 24' - 0"FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' GRADE PLANE 13.10' 1 1 24' - 0"9' - 6"1' - 3 1/8"11' - 6"MAX HOA 38.03' 3 A2 6 1 2 3 4 5 GUEST SUITE GARAGE ENTRYPOWDER CONNECTOR 6 7 8 HT. CERT. REQ'D. 36.67' 0.18:12 0.18:12 37.10' T.W. 9 2324' - 11 1/8"1' - 0"P.L.SETBACK S.Y.S.B. 6' - 0" 5' - 4 5/8" EAVE OVERHANG 7 3/8" 12 FIRST FLOOR F.F. 13.30' FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10' MAX HOA 38.03' MAX HOA 38.03' A-4.0 3 A-4.0 2 24' - 11 1/8"24' - 0"A2 23 1 F F 26 23 16 HT. CERT. REQ'D. 36.67' 0.18:12 0.18:12 GUEST SUITE GARAGE POWDER ENTRY STAIRS GYM / BEDROOM #2 24' - 0"24' - 11 1/8"1' - 6 1/2"9' - 6"1' - 3 1/8"11' - 6"2 -GARAGE DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 11/01/2021 EXTERIOR ELEVATIONSSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-4.0 PA -2021-207 RYAN MCDANIEL, AIA 1 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 2 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) REF. TO LAND. DWG. 3 (N.) PROPERTY LINE FENCE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH EXTERIOR (MAX. 6' ABV. N.G.) [ON OWNER'S SIDE] 4 (N.) WOOD LOUVER SCREEN - ARCH. TO APPROV. 5 GARAGE DOOR - CUSTOM BUILT, REF. SCHED.- ARCH TO APPV. SHOP DWGS. PRIOR TO FAB. 6 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 7 DECO 12" ACM FASCIA 8 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 9 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 10 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES 11 SHIP LAP SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 12 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION 10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK) 13 BBQ. - REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER 14 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 15 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 1/4" = 1'-0"4 LEFT ELEVATION - NORTH 1/4" = 1'-0"2 FRONT ELEVATION - SW 1/4" = 1'-0"3 FRONT ELEVATION - NW 1/4" = 1'-0"1 FRONT ELEVATION - PERSPECTIVE VIEW NO. REVISION DATE WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER:ASSOCIATED BUILDING SUPPLY ADDRESS:STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT:JOE YOUNAN PHONE:949-872-3319 FAX:206-666-2150 EMAIL:JYOUNAN@ABSSOCAL.COM WEB:WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT:CUSTOM COLLECTION COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER ADDRESS:3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE:541-885-7412 OR 800-535-3936 FAX:541-884-3331 WEB:WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER:WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR AMC PANELING/ FASCIA: MANUFACTURER: OLD COUNTRY MILLWORKS PRODUCT:ALPOLIC MATERIALS COLOR: TOB BLACK -TO BE APPROVED BY ARCH. & OWNER. APPLICATION: PANELING. PANEL REVEAL: TBD WEIGHT: LESS THAN 15 LBS./S.F. ADDRESS:5855 HOOPER AVE., LOS ANGELES, CA 90001 PHONE:323.234.2940 WOOD SIDING: MANUFACTURER: KEBONY USA, KEBONY CLEAR RADIATA DECKING AND LUMBER COLOR: DEEP BROWN -ARCHITECT TO APP'V. APPLICATION: RAINSCREEN SIDING AND SCREEN ELEMENT EXTERIOR STUCCO MANUFACTURER:MERLEX STUCCO ADDRESS:2911 ORANGE-OLIVE ROAD, ORANGE, CA 92865 PHONE:714.627.1700 COLOR: WHITE -ARCH. TO APPROVE. APPLICATION: THREE-COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) PROVIDE EXPANSION JOINTS (STUCCO REVEALS) WIDTH TO BE DETERMINED, LOCATION TO BE SPECIFIED AND FIELD VERIFIED BY ARCH. ROOFING: PRODUCT: TPO MEMBRANE MFGR:GAF, EVERGUARD -WW.GAF.COM COLOR: ENERGY GRAY 322 (COOL COLOR TECH) APPLICATION: REF DTL. A/A-3.O CODE:UL LISTING -TGU R1306 TPO FULLY ADHERED CLASS 'A' WEIGHT: N/A GUTTERS: MATERIAL: METAL -COPPER/ALUM. PAINTED KYNAR COLOR: BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER SHAPE: CONCEALED HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER:RANCH HOUSE DOORS WEB:WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR:TUFFLEX POLYMERS ADDRESS:10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB:WWW.TUFFLEXPOLYMERS.COM CODE:ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. FIRST FLOOR F.F. 13.30' FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10' 1 MAX HOA 38.03' MAX HOA 38.03'24' - 11 1/8"9' - 6"1' - 3 1/8"11' - 6"8 6 5 16 C 10 6 10 4 8 11 12 10 7 5 62 4 SILL HT.9' - 6"SILL HT.3' - 0"HD. HT.8' - 6"HD. HT.11' - 0"0.18:12 0.18:12 HD.HT.9' - 6"HD.HT.11' - 0"B2 ABV. F.F.42" MIN.P.L.SETBACK EAVE OVERHANG TO P.L. 4' - 5 3/8"1' - 6 5/8" 39.99'1' - 3"2' - 0"FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' GRADE PLANE 13.10' MAX HOA 38.03'24' - 11 1/8"9' - 6"1' - 3 1/8"11' - 6"ABV.F.F.42" MIN.20 11 9 17 4 6 5 6 MASTER SUITE MEDIA ROOM OFFICE 7 POOLSPA 4 6 8 HD. HT.11' - 0"HD. HT.9' - 6"SILL HT.3' - 6"2 6 9 ABV.F.F.42" MIN.8 10 P.L.SETBACK 6' - 0" EAVE OVERHANG TO P.L. 5' - 9"3" FIRST FLOOR F.F. 13.30' FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10'9' - 6"12' - 9 1/8"22' - 3 1/8"MAX HOA 38.03' MAX HOA 38.03' B 1415 13 12 E 2223 21 25 24 26 F OPEN 1 2 3 5' - 2"9' - 0"4 5 6 SILL HT.3' - 0"HD. HT.9' - 6"SILL HT.6' - 6"HD. HT.8' - 6"SILL HT.2' - 0"HD. HT.8' - 6"SILL HT.3' - 6"HD. HT.9' - 6"24' - 0"22' - 3 1/8"9' - 6"1' - 3 1/8"11' - 6"9 7 13 7 E 6 2 OVERHANG TO P.L. 10' - 4 7/8" P.L. F.Y.S.B. 10' - 0" SETBACK (BEYOND)SETBACK 1' - 0 1/4"P.L. 16' - 0" FIRST FLOOR F.F. 13.30' FIRST FLOOR F.F. 13.30' SECOND FLOOR F.F. 26.06' SECOND FLOOR F.F. 26.06' ROOF PLATE 35.56' ROOF PLATE 35.56' FIRST FLOOR PLATE 12.22' SECOND FLOOR PLATE 24.80' SECOND FLOOR PLATE 24.80' MAX. FLAT 37.10' MAX. FLAT 37.10' GRADE PLANE 13.10' GRADE PLANE 13.10' MAX HOA 38.03'MAX HOA 38.03' A-4.1 3 A-4.1 2 11 10 8 7 B2 B1 6 5 16 C 9 17 D MAX.1' - 3"MIN.2' - 0"DATE REVISIONS OWNER INFORMATION: PROJECT STATUS PLAN CHECK NO. 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM PROJECT CONTACT THESE DOCUMENTS ARE THE PROPERTY OF BRANDON ARCHITECTS INC., AND ARE NOT TO BE DUPLICATED, ALTERED OR UTILIZED IN ANY WAY BY ANY OTHER PARTY WITHOUT THE EXPRESSED AUTHORIZATION OF BRANDON ARCHITECTS. ANY UNAUTHORIZED DUPLICATION OR ALTERATION OF THESE DOCUMENTS BY ANY PARTY IS A VIOLATION OF BRANDON ARCHITECTS EXPRESSED COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS THERETO, AND IS SUBJECT TO FULL CIVIL LIABILITIES AND PENALTIES. THESE PLANS ARE ALSO NOT TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT OBTAINING WRITTEN AUTHORIZATION AND EXPRESSED PERMISSION BY BRANDON ARCHITECTS, WHO SHALL THEN BE HELD HARMLESS AND ABSOLVED OF ANY LIABILITY REGARDING ANY USE OF THESE DOCUMENTS BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED HERON. PROJECT ADDRESS: MATERIAL SPECIFICATIONSA KEYNOTESC GENERAL NOTESB BRANDON ARCHITECTS 11/01/2021 EXTERIOR ELEVATIONSSMITH RESIDENCETIM & AMBER SMITH 1821 SANDALWOOD LANE, NEWPORT BEACH, CA 92660 CDP -2ND CHECK 300 MORNING LN., NEWPORT BEACH, CA 92660 A-4.1 PA -2021-207 RYAN MCDANIEL, AIA 1 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 2 (N.) WOOD LOUVER SCREEN - ARCH. TO APPROV. 3 SHIP LAP SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0 4 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0 5 DECO 12" ACM FASCIA 6 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0 7 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0 8 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 9 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES 10 (N.) PROPERTY LINE FENCE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH EXTERIOR (MAX. 6' ABV. N.G.) [ON OWNER'S SIDE] 11 BBQ. - REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER 12 13 (N.) WOOD GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) REF. TO LAND. DWG. 1/4" = 1'-0"2 REAR ELEVATION - NE 1/4" = 1'-0"3 REAR ELEVATION - SE 1/4" = 1'-0"4 RIGHT ELEVATION - SOUTH 1/4" = 1'-0"1 REAR ELEVATION - PERSPECTIVE VIEW NO. REVISION DATE