HomeMy WebLinkAboutPA2021-207_20220127_PLANS_APPROVEDDATE
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
12/15/2021
TITLE SHEETSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
T-1.0
SMITH RESIDENCE
300 MORNING STAR LN., NEWPORT BEACH, CA 92660
PA -2021-207
RYAN MCDANIEL, AIA
TIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
DUGALLY OBERFELD, INC.
MATTHEW DUGALLY
484 S. SAN VICENTE,
LOS ANGELES, CA 90048
P: 310.441.5001
E: MATT@DOCORP.NET
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 324 SF
791 SF
GRAND TOTAL 7378 SF
LANDSCAPE AREA SCHEDULE
NAME AREA COMMENTS
PA #1 42 SF
PA #2 116 SF
PA #3 163 SF
PA #4 60 SF
PA #5 39 SF
PA #6 120 SF
PA #7 39 SF
PA #8 1 SF
PA #9 1 SF
PA #10 1 SF
PA #11 1 SF
PA #12 1 SF
PA #13 92 SF
GRAND TOTAL 675 SF
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.
REQ'D. OPEN VOLUMNE = 6,576 S.F. X .15 = 986.4 S.F. (7'-6" HT. MIN.)
PROPOSED LOT COVERAGE (INCLUDING EAVES & OVERHANGS): 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. 5 KW 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. OUTDOOR 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
A-0.1 GRADE PLAN & LOT COVERAGE EXHIBIT
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
TOTAL LANDSCAPE AREA:
TURF : NO TURF
PLANT MATERIAL: 675 S.F. TOTAL (REF. TO LANDSCAPE DWGS.)
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 BULKHEADTBTOP OF COLUMNT.COL12/20/2021
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 Elevation8.36" 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.N/A15.4'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 End26.6'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 (1x) 15 gal. Pachycereus schottii38.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 92625949.673.5450DateRevisions12.16.2021Drawn 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, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-111111111112392332056778202610371111121315161719492223242524272828282910393030303131343536383818Pool 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 - 675 S.F.a.Turf - No Turfb.Plant Material - 675 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.B29404040403328BBQ Countertop Can NotExceed 42"ht.
W/D.REF.DWTR DW TRR @0' - 7 7/16"21Trachelospermum jasminoidesStar JasmineSenecio vitalisNarrow-Leaf ChalksticksSesleria autumnalisAutumn Moor GrassSesleria autumnalisAutumn Moor GrassSenecio decaryiMadagascar SenecioWestringia 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'Arbutus marina 'Multi'Marina Strawberry Tree15 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.48" box658251201465109391182TreesLigustrum japonicum 'Texanum'Waxleaf Privet Cone(Provide a 30" Deep Linear RootBarrier)5 gal.46Shrubs+edges9inesSi]e4uantitySi]e4uantitySi]e4uantitySi]e4uantityDymondia margaretaeDymondiaDirt Flats3GroundcoversSi]e4uantityDracaena marginataDragon Tree36" box2Citrus limon x 'Meyeri'Dwarf Lemon Tree24" box1Citrus aurantifoliaDwarf Lime Tree24" box1Citrus x 'Paradisi'Dwarf Ruby Red Grapefruit24" box1Pachycereus schottiiSenita Cactus15 gal.1In PotInstalled +eightMature +eightMaintained +eight10'20'-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'-5'10'-12'5'6'-10'7'-8'8'15'-20'2'3'-5'3'-4'1'6"-2'2'4'6'5'5'6'-8'6'5'8'-10'6'1"2"1"Installed +eightMature +eightMaintained +eightInstalled +eightMature +eightMaintained +eightInstalled +eightMature +eightMaintained +eightInstalled +eightMature +eightMaintained +eightMatteuccia struthiopterisOstrich Fern5 gal.93'3'-6'4'-5'Furcraea macdougaliiMacDougall's Century Plant5 gal.74'6'5'Planting PlanSCALE: 1/8" =1'-0"Contractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions12.16.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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.N/AScale:BBQ Counter Elevation1/2"=1'-0"2341Section-Elevation 'A'Scale: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 92625949.673.5450DateRevisions12.16.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-32'
5'
6'-6"3'5'
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 LED15Regular 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 92625949.673.5450DateRevisions12.16.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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"5.2DRIP517A23/4"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"3.1DRIP307A43/4"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 92625949.673.5450DateRevisions12.16.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-5
Irrigation CalculationsContractor to Field Verify AllMeasurements and ConfirmDetails to Provide Accurate Bid2732 East Coast Highway, Suite ACorona Del Mar, CA 92625949.673.5450DateRevisions12.16.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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 864) = 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 BELOWo13,376 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 SCHEDULE9,009 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%5,390TREE DRIPWATER USEMAR.JANFEB.APR.MAYJUN.JUL.DEC.AUG.SEP.NOV.OCT.= 45.4C.I.M.I.S. STATION: NEWPORT BEACHET DATA MONTHLYo9,009= 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.2093,201300 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 92625949.673.5450DateRevisions12.14.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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 92625949.673.5450DateRevisions12.14.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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 92625949.673.5450DateRevisions12.14.2021Drawn By:SLSheetOf9Job No. 000AR
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300 Morning Star Lane, Newport Beach, CA05.28.202107.22.202108.03.202110.04.202110.11.202110.20.202111.03.2021L-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
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)
DFE NOTES:
1. ALL EQUIPMENT SAHLL BE LOCATED ABOVE THE DESIGN FLOOD ELEVATION : 70.275 FT. (NAVD88)
GARAGE
1 23
3
1
3
1
1
2
1
4
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 SEPARATE
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
(E.) 19.52' T.W.
(E.)13.05 N.G.
88° 56' 03"100.00'S W
(E.)11.98 N.G.
19
PLANTED
AREA
20
20
21
21
2121 21 21 21 21
11
TRASH AREAA/C UNIT AREA22
CLR.
3' - 0"CLR.3' - 0"23 POOL EQUIP. AREAS.Y.S.B.
6' - 0"F.Y.S.B.10' - 0"R.Y.S.B.
6' - 0"
2424
20
SLOPE PER CIVILSLOPE PER CIVILCLR.
15' - 4 5/8"CLR.20' - 1 1/2"CLR.21' - 0"CLR.
21' - 0 1/2"
21
13.30' T.O.S.
13.30' T.O.S.
13.30' T.O.S.
MECH/ STO
2 - CAR GARAGE
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"25 EXISTING BUILDING (NOT A PART)EXISTING BUILDING
(NOT A PART)25
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.)13.45 F.S.
19.43' 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 AREAPA
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' - 7"
1
11 7/8"
6' - 2 1/2"
F.O.F.
6' - 1 1/2"
C
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.
26
27
26
26
DOCK
PLANTED AREAA
B
POOL STORAGE
19
10.80' F.S.
28
28
28
28
28
29
EAVE OVERHANG
1' - 4 3/8"EAVE OVERHANG3"EAVE OVERHANG1' - 1 1/2"EAVE OVERHANG
4 7/8"
EAVE OVERHANG
8' - 10 7/8"
(E.) 19.52' T.W.
ALIGN GRID
#1 13' - 3 5/8"4' - 6 5/8"4' - 5 1/2"
5' - 0 7/8"
(E.) 11.97 F.S.
(E.)13.47 F.S.
(E.)13.22 F.S.
19.43' T.W.
(E.)13.46 F.S.
(E.)14.39 F.S.
15.90' T.W.
(E.) 14.74 F.S.
11.87' F.S.
(E.) 13.69 T.W.
19.43' T.W.
(E.) 13.49 F.S.
19.43' T.W.
18.97' T.W.
(E.)12.01 N.G.(E.)12.72 N.G.
(E.) 19.52' T.W.
(E.)12.72 N.G.
12.88' T.W.
13.22' F.S.
13.22' F.S.
11.87' T.W.
11.87' F.S.
(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.
30
30
PA
PER OTHERS
LOT 166
TRACT NO. 4224
PROPOSED 2 STORY SINGLE FAMILY
WATERFRONT RESIDENCE WITH
ATTACHED 1-CAR AND 2-CAR GARAGE
(PER LANDSCAPE AND CIVIL. REFER TO
CIVIL AND LANDSCAP DWGS.)
(PER LANDSCAPE AND CIVIL. REFER TO
CIVIL AND LANDSCAP DWGS.)
16
36" CLR. MIN.
19
14
AD-1.0
CLR.
4' - 11 3/4"
789.43°CLR.
36" MIN.
BBQ.3' - 11 1/8"31
32 32
17.01' T.O.R.
16.87' T.O.R.
16.87' T.O.R.
(E.)11.87 N.G.
UP
DN.DN.
18.22' T.O.R.
18.47' T.O.R.
18.47' T.O.R.10.90' F.S.
19.43' T.O.R.
19.43'EAVE OVERHANG ABV.2' - 6"EAVE OVRHNG.2' - 5 3/8"27
CLR.
7' - 0"
33
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
VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER
CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) –
SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL
TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE
SLAB
OVERFLOW
DRAINLINE
UP
EXT. STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT
SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP
AND BOTTOM LANDING (R303.8) -REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND
RISERS HT. W/. CIVIL AND LANDSCAPE DWGS
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
12/15/2021
ARCHITECTURAL
SITE PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR 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 WOOD GATE - TO OPEN OUTWARD AWAY FROM THE POOL AND BE SELF CLOSING AND SELF-LATCHING. THE LATCH TO BE A MIN.
4.5 FT ABV F.F. (3109.4.1, 6109(A)). REF. TO LAND. DWG. MIN. 5 FT HIGH TO MEET POOL ENCLOSURE REQUIREMENTS. SEE POOL
NOTES ON SHEET A0.0
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 WOOD BATTEN 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 WOOD POOL PEDESTAL DECKING, REF. LANDSCAPE DWGS. - LAND. & ARCH TO APPROV. COLOR
20 (N.) HARDSCAPE - STONE PAVERS (AS SELECTED), REF. LAND. DWGS.
21 PLANTED AREA - COORDINATE WITH LANDSCAPE DESIGNER
22 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)
23 TRASH LOCATION - SCREEN FROM STREET AS NEEDED
24 WATER HEATER - TANK-LESS - SIZE PER T-24 REPORT REF. WALL-MOUNT +48"" MIN., 'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/.
MFG. (PROVIDE ADEQUATE N.G. CONN.)"
25 EXISTING STRUCTURE - NOT A PART
26 (N.) PROPERTY LINE GLASS O/ 2' PLASTER WALL AND POOL ENCLOSURE- PLASTER FINISH TO MATCH. 60" MIN. ABV. FS/NG
MEASURED ON THE SIDE THAT FACES AWAY FROM THE SWIMMING POOL, MAX HT. 72" WITHIN REAR AND SIDE YARD SETBACKS.
MAX. VERTICAL CLEARANCE BETWEEN FS/NG/ AND BOTTOM OF THE FENCE/ BARRIER SHALL BE 2" MEASURED ON THE SIDE OF THE
FENCE THAT FACES AWAY FROM THE POOL. (3109.4.1, 6109(A))
27 EXTERIOR CONCRETE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ARTIFICIAL LIGHT SOURCE AT THE TOP AND BOTTOM
LANDING (R303.8) REF. DTL. 3/AD-1. VERIFY TREAD DEPTH AND RISERS HT. W/ CIVIL AND LANDSCAPE DRAWINGS.
28 LINE OF ROOF, EAVES & OVERHANGS ABOVE
29 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
30 EXTERIOR GLASS HANDRAIL - 34" - 38" ABV. NOSING (36"" TYP. U.N.O.), REF. DTL. 2/AD-1
31 BBQ. - COUNTER TOP CAN'T EXCEED 42" HT. REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER
32 OUTDOOR SHOWER & BENCH PER LANDSCAPE ARCH & CIVIL.
33 (E.) STREET TREE - TO BE REMOVED
NO. REVISION DATE
A
A
LOT 166
TRACT NO. 4224
M.M. 157/1-14
N34°30'00"E 50.00'N34°30'00"E 100.00'N88°56'03"E 100.00'N01°03'57"W 41.51'N3
9
°
0
0'
0
0
"W 1
0
2
.
0
8'Δ=
5
4
°
2
6'0
3
"R=5
0.00'L=47.50'(12.47)EG(12.48)
EG
(12.47)
EG
(12.47)
EG
(12.55)
EG
(12.43)
FL
(13.04)
FS
(35.36)
RIDGE
(35.65)
RIDGE
(12.76)TC~TX(12.26)FL(12.78)TC~TX
(12.35)FL
(12.78)TC
(12.33)FL
(12.74)TC
(19.52)TW
(13.05)NG
(13.06)
FS (13.24)
FS (13.85)
(12.72)
NG
(12.01)
NG
(8.74)
TB
(11.87)
NG
(13.10)
FS
(13.04)
FS
(13.22)
FS
(12.96)
NG
(13.27)
FS
(13.25)
FS
(12.16)
FS
(13.20)
NG
(11.84)
NG
(12.25)
NG~TURF
(11.97)
FS (12.01)
FS
(12.13)
FS
(13.26)
FS
(13.23)
FS
(13.61)
FF
(13.28)
FS
(13.12)
FS
(12.92)
NG
(12.88)
NG
(12.18)
FS
(12.12)
FS
(13.19)
FS
(13.14)
FS
(11.92)
NG (11.98)
FS
(12.04)
FS
(12.28)
FF
(11.96)
FS
(12.08)
FS
(12.12)
FS
(36.52)
CHIMNEY TOP
(11.85)
FS
(12.00)
FS
(12.02)
FS
(11.97)
FS
(8.63)
TB
(11.93)
FS
(12.05)
FS
(12.03)
FS
(13.12)
FS
(13.25)
FS
(13.26)
FS
(13.69)
TW
(13.82)
TW
(12.62)
TW
(12.55)
TW
(15.52)
TW
(11.81)
FS
(12.29)
FF
(13.74)
TW
(9.34)
TD
(8.58)
TB
(14.74)
TW
(14.47)
FS
(14.42)
FS
(14.36)
FS
(14.38)
FS
(13.42)
FS
FS
(12.16)
FS
(12.48)
FS
(13.36)
FS
(13.47)
FS(10.50)FS(10.47)
FS
(9.45)
TB(14.39)FS(13.46)
FS(14.96)TW(15.46)
TW
(15.64)
TW
(14.79)TW
(13.45)FS
(8.07)
TD
(5.17)
TD
(5.04)
TD
(5.10)
TD
(5.20)
TD
(5.35)
TD
(5.31)
TD
(5.21)
TD
(5.39)
TD
(8.61)
TB
(8.60)
TB
(8.59)
TB
(13.63)
FF
(13.42)
FS
(13.41)
FS
(13.44)
FS
(13.41)
FS
(13.42)
FS
(13.48)
FS
(13.21)
FS(13.49)FS(13.52)FS(19.64)
TW
(13.13)
FS
(13.17)
FS
(13.10)
FS
(13.04)
FS
(13.29)
FFG
(13.17)
NG
(13.51)
FS
(12.74)
WM
(13.22)
FS
(12.93)
NG
(12.94)
NG
(11.79)
NG
6.00'
3.00'
PROPERTY
LINE
EXISTING
BUILDING
PROPERTY
LINE
COLUMN
COLUMN
PROPERTY
LINE
COLUMN
COLUMN
COLUMN
COLUMN
COLUMN
ACU
ACU ACU
PEQ
GM
2 12"
PALMS
WV
CATV
CATV
10"
PALM
6"
PALM
6"
PALM
10"
PALM
3 12"
PALMS
PROPERTY
LINE DRIVEWAY
AC PAVEMENT
BOAT
SLIP
NEWPORT BAY
POOL
SPA
NEWPORT BAY
NEWPORT BAY
NEWPORT BAY
12"
PALM
PC
PC
PC
PC
BBQ
FOUND EXISTING
LEAD & TAG STAMPEDRCE 28750
BULKHEAD
BULKHEAD
BULKHEAD
PT. #2
13.10 F.S.
PT. #1
14.38 F.S.
PT. #4
11.87 N.G.
PT. #3
13.05 N.G.
TOTAL LOT COVERAGE:
5,089 S.F.
(INCLUDING EAVES & OVERHANGS)34' - 8"38' - 9 1/2"39' - 1 1/2"18' - 6 1/2"16' - 7"8' - 4"37' - 9 3/8"27' - 9 1/4"
21' - 3 5/8"
26' - 9"
5' - 6"27' - 3 1/8"1153 S.F.
805 S.F.
522 S.F.
60 S.F.
727 S.F.
1342 S.F.
141 S.F.1' - 9"2' - 2 1/2"11' - 6"
7' - 10 1/4"
27' - 8 1/2"7' - 4 7/8"22' - 10"8' - 3 5/8"205 S.F.150 S.F.41 S.F.
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
12/15/2021
GRADE PLAN & LOT
COVERAGE EXHIBITSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
A-0.1
PA -2021-207
RYAN MCDANIEL, AIA
PROJECT NORTHTRUE NORTH
3/32" = 1'-0"1 GRADE PLAN EXHIBIT
PROJECT NORTHTRUE NORTH
3/32" = 1'-0"2 LOT COVERAGE PLAN
NO. REVISION DATE
PLANE GRADE EXHIBIT
PT. #1 14.38' F.S.
PT. #2 13.10' F.S.
PT. #3 13.05' F.S.
PT. #4 11.87' N.G.
TOTAL: 52.4' / 4 = 13.1'
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
12/15/2021
3D VIEWSSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
A-1.0
PA -2021-207
RYAN MCDANIEL, AIA
4 AXONOMETRIC - WEST
2 AXONOMETRIC - EAST
3 AXONOMETRIC - SOUTH
1 AXONOMETRIC - NORTH
NO. REVISION DATE
UP
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
MECH/ STO
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.
4
5
6
7
11
25
23
3
11
2
3
4
4
5
6
R @ 0' -7 3/8"21
7
8
9
10
POOL STORAGE
8
A-4.0
1
NOTE: PROVIDE MIN. (1) LAYER 5/8"
MOLD TOUGH VHI FIRECODE 'X' BD.
TO INSIDE FACE OF ALL GARAGE
WALLS. SLOPE PER CIVIL11
R .Y .S .B .6 ' - 0 "TV/MEDIA WALLA-4.1
1
12
13
14
CLR.20' - 0"CLR.
13' - 1 3/4"
CLR.
15' - 4 5/8"CLR.21' - 0"CLR.
21' - 0"
13
2
SUNKEN FIREPIT
2% MIN. SLOPE2% MIN. SLOPE2% MIN. SLOPESLOPE PER CIVILSLOPE PER CIVIL15 15
SLOPE PER CIVIL
15
15 2% MIN. SLOPE2% MIN. SLOPECLR.3' - 4 1/2"AD-1.0
22
AD-1.0
22
CLR.5' - 0"CLR.
3' - 11 7/8"
TYP.
11"CLR.4' - 0"16 17
18
CLR.6' - 0 7/8"18
12
13 F.Y.S.B.10' - 0"F.Y.S.B.
10' - 0"S.Y.S.B.6' - 0"S.Y.S.B.
6' - 0"
19
NOTE: PROVIDE MIN. (1) LAYER 5/8"
MOLD TOUGH VHI FIRECODE 'X' BD.
TO INSIDE FACE OF ALL GARAGE
WALLS.
ABOVE
CLR.
19' - 0 1/2"CLR.4' - 5 3/8"CLR.
4' - 1"
ABOVE
20
2' - 5 1/2"21
22
FD
FLOOR DRAIN
23
24
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 / WINDOW / WINDOW WALL 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
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
UP
20R@7 1/2"
STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT
LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND
LANDING WITH ARTIFICIAL LIGHTING (R303.7) -REF. DTL. 3/AD-1
ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44
AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQUIRED (CRC
R321.1)
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
12/15/2021
FIRST LEVEL FLOOR
PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR 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 WATER HEATER - TANK-LESS - SIZE PER T-24 REPORT REF. WALL-MOUNT +48"" MIN., 'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D.
W/. MFG. (PROVIDE ADEQUATE N.G. CONN.)"
2 RECESSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)
3 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOOR
AIR
4 FURNISHINGS - AS SELECTED
5 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.)
6 OPEN RISER INTERIOR STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT
LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7)
REF. DTL. 3/AD-1
7 COUNTERTOP - AS SELECTED
8 GARAGE DOOR - RATED, 1-3/8"" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULE
9 BUILT-IN PANELS - CUSTOM PER INTERIOR DESIGNER
10 OUTDOOR FIREPLACE - PREFABRICATED, GAS ONLY, '36" STANDARD 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.)
11 WOOD BATTEN SCREEN - ARCH. TO APPROV.
12 REFRIGERATOR - VERIFY APPLIANCE W/. OWNER
13 FREEZER - VERIFY APPLIANCE W/. OWNER
14 DOUBLE OVENS - VERIFY W/. I.D. AND OWNER - AS SELECTED
15 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1)
16 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH ABV. F.F., <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1
17 GLASS INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 2/AD-1
18 LINE OF ROOF, EAVES & OVERHANGS ABOVE
19 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
20 WOOD ENTRY GATE INCORPORATED INTO WOOD SCREEN- REF. TO LAND. DWG.
21 RESIDENTIAL HYDRAULIC ELEVATOR - 'WAUPACA ELEVATOR COMPANY OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE
SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION
22 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES
23 EXPOSED STEEL COLUMN SIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D.
24 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE - COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS.ART WALLART WALLART WALLART WALLNO. REVISION DATE
DN
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
17
26
A/V ROOM
ELEV.
A-4.0
1
1 2
R @ 0' -7 3/8"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
R .Y .S .B .6 ' - 0 "HIS CLOSET
S.Y.S.B.6' - 0"F.Y.S.B.
10' - 0"F.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
CLR.
2' - 6"
V.
MIN.
2' - 6"DESKDESK
BUILT-INS
BUILT-INS
BUILT-INS
OPEN TO BELOW MECH.
BLW.CLR.30" MIN.CLR.
30" MIN.
CLR.
30" MIN.
LIGHT WELL
(OPEN TO BLW.)
A-4.1
1
F.P.T.V.
EFULL MIRRORBEV.
BUILT-INS BUILT-INS
SHWR.SEATT.V.
BUILT-INS
30
3
4
5673
8
SHOE RACKSHOE RACK6 79
210
38.1
3
6
3
7
SHOE RACK
SHOE RACK44
9
7
SKYLIGHT ABV.
SKYLIGHT ABV.
SKYLIGHTS ABV.
S.
S.S.
ART WALL
11
AD-1.0
11
12
2% SLOPE MIN.2% SLOPE
MIN.2% SLOPE MIN.2% MIN. SLOPE2% MIN. SLOPE2% MIN. SLOPE
2% MIN.
SLOPE
AD-1.0
11
EAVE OVERHANG3 5/8"2% MIN. SLOPEHIGH WINDOWS8
C
18
17 19
F
F
33
27
38
4545.1
A
A1
B1
B2
2223
36
MASTER BALCONY
43.1
13
TYP.
11"CLR.4' - 0"CLR.4' - 5 3/8"CLR.
4' - 1"
2% MIN.
SLOPE
AD-1.0
22
2
14
CLR.
2' - 6 1/8"
CLR
15" MIN.
CLR.
3' - 0 1/4"
CLR.
3' - 0 1/4"
15
CLR.3' - 11"26.1
15
21
16
15
15
15
2% MIN. SLOPE2% MIN. SLOPEABV.24ABV.25CLR.2' - 6"STAIR/ATRIUIM CLR.5' - 0 5/8"BLW.CLR.5' - 3 1/4"CLR.3' - 10 1/4"CLR.
3' - 10 3/8"
17
9
18
18
1813
19 20
13
EAVE OVERHANG2' - 5 1/8" MAX.18
21
20HIGH WINDOWS6
9
7
7
6
9
FLUTE
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 / WINDOW / WINDOW WALL 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
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
UP
20R@7 1/2"
STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT
LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND
LANDING WITH ARTIFICIAL LIGHTING (R303.7) -REF. DTL. 3/AD-1
ELEVATOR -PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44
AS SELECTED PER PLANS, VERIFY W/. OWNER –PROVIDE POWER AS REQUIRED (CRC
R321.1)
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
12/15/2021
SECOND LEVEL
FLOOR PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR 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 OPEN RISER INTERIOR STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT
LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7)
REF. DTL. 3/AD-1
2 INTERIOR GLASS GUARDRAIL - MIN. 42" HIGH ABV. F.F., <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1
3 FURNISHINGS - AS SELECTED
4 REFRIGERATOR - UNDER-COUNTER, PER I.D. & OWNER
5 BATHTUB - FREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER)
6 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITION - COORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS.
7 CUSTOM SHOWER SEAT PER I.D.
8 BUILT-IN CLOSET - CUSTOM PER INTERIOR DESIGNER
9 BATHTUB & SHOWER - PROVIDE TILE W/. CEMENT BACKING MIN. 72"" HIGH (R307.2)
10 RESIDENTIAL HYDRAULIC ELEVATOR - 'WAUPACA ELEVATOR COMPANY OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE
SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION
11 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
12 CHANNEL DRAIN - COPPER OR EQ., INSTALL PER MGFR. SPECS, SLOPED TO DRAINS & OVERFLOW DRAINS. REFER TO DETAIL
11/AD.1.0
13 OVERFLOW DRAIN - REF. DTL. 11/AD-1
14 GLASS INTERIOR STAIR MOUNTED HANDRAIL - 34"-38" ABV. NOSING, REF. DTL. 2/AD-1
15 WINDOW TO MEET EGRESS REQUIREMENTS - REF. EMERGENCY ESCAPE AND RESCUE OPENINGS NOTES ON SHEET A-7.0
16 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1)
17 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1
18 DECO 12" ACM FASCIA
19 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.)
20 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE - COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS.
21
NO. REVISION DATE
UP
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
A-4.1
A-4.0
A-4.13
A-4.0
4
4
2
A-4.0
3
A-4.1
2
90.00°F.V.2' - 3"1
1 C
A
B
A-4.0
1
S.Y.S.B.6' - 0"S.Y.S.B.6' - 0"S.Y.S.B.
6' - 0"
S.Y.S.B.
6' - 0"
1' - 8 3/8"2' - 2 3/4"
F.O.
5' - 4"17' - 5 1/8"3' - 8 1/2"8' - 8 5/8"18' - 2 3/4"1' - 8 3/8"
11' - 8 1/8"77' - 5"10' - 10 7/8"6' - 5 5/8"73' - 0 1/8"5' - 6 1/4"42' - 5 7/8"9' - 0 1/8"21' - 6"1' - 8 3/8"17' - 2 1/2"23' - 7"4' - 8 7/8"4' - 3 3/8"2' - 6 3/8"18' - 1 7/8"9 3/4"8' - 7 7/8"
16' - 5 7/8"
2' - 5 7/8"
4' - 10 1/8"
6' - 2 3/8"
2' - 5 1/2"
3 1/2"
6' - 0"
2' - 8"
1 1/2"
5' - 10 1/2"
25' - 1 3/4"
9' - 1"6' - 4"F.O.18' - 0"1' - 9"26' - 1"1"8' - 0 7/8"
8' - 8 7/8"
9' - 1 1/2"
5' - 10 1/2"
25' - 11 1/4"
1/4"
F.O.
7' - 3"
9 5/8"F.V.1' - 1"4' - 3 3/4"F.O.37' - 7 3/8"41' - 11 1/8"25' - 9 3/8"
F.O.
25' - 6"
90.00°
1 2 5 .0 0 °
MECH/ STO
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"23' - 6 1/8"F.V.1' - 1"3' - 11 1/4"33' - 11"6' - 1"2' - 11 5/8"F.V.2' - 5"2"24' - 3 3/8"TO COL.1 3/4"F.V.1' - 1"1' - 9 5/8"2' - 1 5/8"13' - 9"
2' - 3"
2' - 4 5/8"
1' - 10 3/4"
4' - 10 1/8"
F.O.
9' - 2"
R .Y .S .B .6 ' - 0 "
LIGHT WELL ENTRY
145.00°
1
2
5
.00
°
29' - 0 3/8"
13' - 9"6' - 6 7/8"1' - 3 3/4"4' - 7 1/4"3' - 11 1/4"1
2
5
.00
°
(OPEN TO ABV.)SLOPE PER CIVILA-4.1
1
2% SLOPE MIN.2% SLOPE MIN.2% SLOPE MIN.
SLOPE PER CIVIL
DRIVEWAY
90.00°
10"
4' - 10 3/4"
3' - 6 1/4"
3' - 0"
7' - 11 3/4"
1' - 7"
1' - 4"
2' - 9 5/8"10 1/4"10"2' - 3"36' - 5 3/8"1 1/4"3' - 0 5/8"2' - 4 7/8"6' - 7 5/8"CLR.
3' - 11 7/8"7' - 1"9' - 6"2' - 5 7/8"3' - 0"6' - 2 3/4"1' - 8 3/8"3' - 11 1/4"5' - 0 3/4"3' - 7 7/8"
EQ
EQ
2% MIN. SLOPE
2% MIN. SLOPE2% MIN. SLOPE2% MIN. SLOPE16
22
20
21
12
15 14
23
24
1
9
3
10
4
8
7
2
1
3
6
5
13 25
4
R @ 0' -7 3/8"21
11
2
SLOPE PER CIVIL
3' - 6 3/4"3' - 0"2' - 1 7/8"
4' - 1 5/8"
SLAB DEPRESSION FOR POCKET
DOORS VERIFY W/. G.C.
SLAB DEPRESSION FOR FIREPLACE
VERIFY W/. G.C.& MFGR.
SLAB DEPRESSION FOR SLIDING
DOORS VERIFY W/. G.C.
SUNKEN FIREPIT
SLAB DEPRESSION FOR POCKET
DOORS VERIFY W/. G.C.
SLAB DEPRESSION FOR
FIREPLACE VERIFY W/.
G.C.& MFGR.
SLAB DEPRESSION FOR POCKET
DOORS VERIFY W/. G.C.
CLR.
4' - 0"CLR.4' - 5 3/8"CLR.4' - 0"TYP.
11"
CLR.
3' - 11"CLR.5' - 1 1/4"SLAB DEPRESSION FOR ELEVATOR.
VERIFY WITH G.C. & MFGR.CLR.15" M IN.4' - 4"6' - 4 3/8"4' - 9 5/8"
F.O.
8' - 11 5/8"
1 7/8"
F.V.
1' - 5 3/4"4' - 11 7/8"
F.O.
7' - 10"2' - 8 1/8"F.Y.S.B.10' - 0"F.Y.S.B.
10' - 0"
15' - 6"1' - 3 7/8"F.V.1' - 1"3' - 7 1/4"NOTE: PROVIDE MIN. (1) LAYER 5/8"
MOLD TOUGH VHI FIRECODE 'X' BD.
TO INSIDE FACE OF ALL GARAGE
WALLS.
NOTE: PROVIDE MIN. (1) LAYER 5/8"
MOLD TOUGH VHI FIRECODE 'X' BD.
TO INSIDE FACE OF ALL GARAGE
WALLS.
EQ EQ90.00°2' - 10 1/2"
3' - 11 1/8"5' - 4"24' - 5 5/8"28' - 2 1/4"15' - 6"
6' - 0 1/8"
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 STUD WALL
EXT. POCKET 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
VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER
CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) –
SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL
TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE
SLAB
OVERFLOW
DRAINLINE
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
12/15/2021
FIRST LEVEL
DIMENSION PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR 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
DN
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
A-4.1
A-4.0
A-4.13
A-4.0
4
4
2
A-4.0
3
A-4.1
2
1
C
A
B
A-4.0
1
24' - 3"
1' - 2"
4' - 8 1/2"
8' - 0 7/8"
8' - 8 7/8"
7' - 5 1/4"
F.O.
2' - 9"
3' - 11 5/8"
1' - 4 1/4"6' - 9 3/8"58' - 6 7/8"12' - 6 3/4"1' - 7 3/4"F.O.2' - 11"7' - 10 7/8"2' - 3 5/8"3' - 9 1/8"3' - 6 5/8"2' - 5 7/8"7' - 0 1/8"2' - 0 1/8"2' - 9 3/8"3' - 4 5/8"6' - 11 1/8"7' - 4 5/8"2' - 9 7/8"3' - 3 7/8"1 7/8"3' - 2"2' - 10"2' - 10"3' - 6 7/8"6' - 10"
33' - 1 1/4"
5' - 9 1/2"
1' - 0 1/2"
15' - 6 3/8"
8' - 7 7/8"
8' - 11"
2"
15' - 4 1/2"
4' - 0 5/8"
4' - 7 1/4"
2"
F.O.
8' - 9"3 3/8"F.O.3' - 2"F.O.3' - 2"15' - 4 3/4"84' - 7 1/4"
2 7/8"
F.O.
5' - 9"7' - 7"5' - 6 3/4"11' - 11 3/8"2' - 11 1/4"1' - 6 3/4"2' - 0 1/4"13' - 6 1/2"1"
F.O.
15' - 11 1/8"1' - 6"5' - 2 3/4"
3' - 9 5/8"19' - 1 1/2"32' - 0"5' - 0"25' - 1 1/4"4' - 1"8' - 5 3/4"9"F.O.3' - 0"4"6"F.O.24' - 0 5/8"6 5/8"4' - 5 3/8"6 5/8"42' - 8"6' - 1"S.Y.S.B.6' - 0"S.Y.S.B.
6' - 0"
S.Y.S.B.
6' - 0"7' - 0 5/8"37' - 4 1/4"21' - 3 1/8"16' - 1 1/8"7' - 0 5/8"1"F.O.20' - 10"4 1/8"5/8"F.O.16' - 0 1/2"1
2
5
.
0
0
°
145.00°
5' - 7 3/4"16' - 7 7/8"
49' - 5 7/8"
2' - 7 7/8"2' - 11 7/8"13' - 5 1/8"3' - 2 7/8"8' - 0 5/8"16' - 7 1/4"7' - 6 7/8"2 7/8"F.O.13' - 3"3' - 1 1/2"F.O.7' - 7"5 5/8"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.
27' - 0"
10"
27' - 9 5/8"
LIGHT WELL
(OPEN TO BLW.)S.Y.S.B.6' - 0"125.0
0°
145.00°
MASTER SUITE
DEN
STAIR/ATRIUIM
A-4.1
1
2% MIN. SLOPE
2% MIN. SLOPE2% MIN. SLOPE2% 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"4' - 1 1/4"6' - 11 3/8"5' - 8 7/8"5' - 9 3/4"2' - 4 5/8"2' - 0 1/8"8' - 2 1/8"2' - 7"2' - 3 1/2"6' - 1 3/8"1' - 8 7/8"11' - 3 3/4"
F.V.
10"
1' - 11 1/2"2' - 1 1/8"3' - 9 3/4"5' - 11"6' - 4"1"9' - 9"1' - 2 3/8"OPEN TO BELOW1 5/8"3' - 3 3/4"3' - 3 1/4"2' - 5 1/2"3' - 4 1/2"8' - 7 1/8"5' - 9"5' - 7 3/8"2' - 6 3/4"2' - 0"8' - 6"2' - 0 5/8"6 3/8"1' - 10"3' - 6"
4' - 9"
2' - 4 3/4"
5' - 4 1/8"
4' - 3 1/8"
4' - 10 3/4"4' - 11 3/4"1' - 9 3/4"4' - 1"1' - 5"5' - 4"2' - 8"2' - 3 3/4"6' - 2"1' - 10"12' - 5 5/8"4' - 0 1/4"2' - 1 1/8"40
43
38
39
38.1
4545.1
3' - 5 3/8"3' - 4 1/8"3' - 9 5/8"2' - 0"2' - 4"4' - 6 3/4"2' - 10 3/8"2' - 1"4' - 9 1/8"4' - 0 1/4"5' - 0 5/8"
3' - 1 7/8"
5' - 5"
3' - 0"
2' - 1 1/2"
2' - 9 3/8"
2' - 3 7/8"
SLAB DEPRESSION FOR
FIREPLACE VERIFY W/. G.C.&
MFGR.SLAB DEPRESSION
FOR SHOWER VERIFY
W/. G.C.
SLAB DEPRESSION FOR
SHOWER VERIFY W/. G.C.
SLAB DEPRESSION FOR
SHOWER VERIFY W/. G.C.
SLAB DEPRESSION FOR
SHOWER VERIFY W/. G.C.
SLAB DEPRESSION FOR
SHOWER VERIFY W/. G.C.
CLR.
15" MIN.
SLAB DEPRESSION FOR
SLIDING DOORS VERIFY
W/. G.C.
26
6
5
10
11
12
13
14
15
17
23 22
26
34
34.1
27.1
29
28
33
35
37
42 41
7
16
32
31
R @ 0' -7 3/8"21
44
27
30
9
8
18
17 19
36
43.1
C
B1
B2
A1
F
E
5"
F.O.
6' - 10"
2 1/4"
3' - 0 5/8"
3' - 8"1' - 1"CLR.4' - 0"TYP.
11"
R .Y .S .B .6 ' - 0 "F.Y.S.B.10' - 0"F.Y.S.B.
10' - 0"
8.1
A2
2% MIN. SLOPE
F 26.1
21
D1 D
ABV.27 ABV.28 ABV.29
ABV.32ABV.31
ABV.33
ABV.30
ABV.24ABV.25
HIS CLOSET
9' - 11 1/2"3' - 3 1/2"1' - 7"1' - 6 3/4"2' - 0 1/4"4' - 5 7/8"8' - 0 1/2"5' - 5 3/4"4' - 7 5/8"7 1/8"8' - 8"3' - 11 1/4"3' - 9"F.O.5' - 0"3' - 3"8' - 2 5/8"4' - 10"1' - 5 3/4"5' - 11 1/2"6' - 0 7/8"
11' - 11 7/8"
A
1
2
5
.00
°
90.00°
11' - 0 3/8"4' - 9 7/8"8"7' - 10"8 3/4"8"7' - 10"2"1' - 10"6' - 6 7/8"4' - 7 1/4"20' - 9"8' - 2 5/8"21' - 11"9' - 2 3/4"11' - 9 1/4"17' - 4 3/8"22' - 4"2' - 4"6' - 8 1/2"3' - 8 1/4"1' - 0 5/8"6' - 7 1/4"89.43°1' - 2"
18
20
B
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 STUD WALL
EXT. POCKET 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
VERTICAL STORM DRAIN PIPE IN-WALL / OVERFLOW -MTL. PIPE PER
CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2”DIA. PIPE & TYP. 3”DIA. PIPE) –
SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL
TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE
SLAB
OVERFLOW
DRAINLINE
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
12/15/2021
SECOND LEVEL
DIMENSION PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR 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
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
C
A
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
37.01' T.W.
37.09' 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 3/4"2' - 1"
1' - 5"3' - 0 3/4"3' - 8 5/8"3' - 11 1/4"3' - 4 3/4"
4' - 5 1/2"
2' - 4 1/2"
1' - 5"
4' - 5 1/2"
LIGHT WELL
(OPEN TO BLW.)S.Y.S.B.6' - 0"S.Y.S.B.6' - 0"S.Y.S.B.
6' - 0"
S.Y.S.B.
6' - 0"1' - 0"3' - 10 5/8"2' - 0"12' - 0 3/4"0' - 1"6' - 0"6' - 3 5/8"5' - 9"5' - 0 1/8"10' - 4 7/8"
4' - 5 1/2"
1' - 5"6' - 6 7/8"1' - 10"11' - 7 1/8"4' - 4 1/8"7' - 1"16' - 7 1/4"7' - 6 7/8"1
2
5
.00°
145.00°
5' - 4"
5' - 5 1/8"4' - 5 1/4"8' - 9 1/2"5' - 3 1/8"2' - 6 3/4"125.
0
0°
5' - 5 1/8"16' - 6 7/8"16' - 9 1/2"10' - 4 7/8"8' - 4"4' - 2 3/4"25' - 1 1/4"11' - 1"145.00°
15' - 11 1/4"18' - 7"0.25:120.25:120.25:12 0.25:12
SOLAR PANELS
FLAT ROOF
34' - 5 1/4"0' - 9 3/8"6' - 0"0' - 9 1/2"
TYP.
6' - 0"0' - 9 1/2"6' - 0"TYP.1' - 0"4' - 0"
2' - 0"3' - 0"11' - 0"1' - 3 1/2"1' - 0"7' - 9 7/8"6' - 0 3/8"0' - 7 1/4"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 LO P E2% MIIN. SLOPE2% MIIN. SLOPE 0.25:122% MIN
2% MIN
2% MIN2% MIN(UNDER SEPERATE PERMIT)
LOT COVERAGE:
5,090 S.F.EAVE OVERHANG1' - 1 1/2"EAVE OVERHANG3"7 3/8"EAVE OVERHANG2' - 5 3/8"EAVE OVERHANG
1' - 4 3/8"EAVE OVERHANG1' - 10"EAVE OVERHANG
7 3/8"
11' - 1 1/4"
AD-1.0
23
AD-1.0
23
AD-1.0
23
AD-1.0
23
AD-1.0
2352.
9
1
°
77
7
AD-1.0
21
R .Y .S .B .6 ' - 0 "F.Y.S.B.10' - 0"F.Y.S.B.
10' - 0"
AD-1.0
11
AD-1.0
11
AD-1.0
11 FAU
BLW.EAVE OVRHNG. MAX.2' - 6"39.74' T.O. CHIMNEY
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
12/15/2021
ROOF PLANSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
A-3.0
PA -2021-207
RYAN MCDANIEL, AIA
1 SIDE YARD SETBACK
2 WOOD BATTEN 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 FRONT YARD SETBACK
6 REAR 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: AWAKE WINDOW AND DOOR CO.
PRODUCT: TBD
COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER
ADDRESS:435 E GERMAN RD, SUITE 104, GILBERT, AZ 85297
PHONE: 833.292.5393
WEB: WWW.AWAKEWDC.COM
MULTI SLIDE DOORS & STOREFRONT
MANUFACTURER:AWAKE WINDOW AND DOOR CO.
PRODUCT: TBD
COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER
ADDRESS: 435 E GERMAN RD, SUITE 104, GILBERT, AZ 85297
PHONE: 833.292.5393
WEB: WWW.AWAKEWDC.COM
EXTERIOR AMC PANELING/ FASCIA:
SUPPLIER: OLD COUNTRY MILLWORKS
PRODUCT:ALPOLIC MATERIALS
COLOR: TOB BLACK -TO BE APPROVED BY ARCH. & OWNER.
APPLICATION: INSTALL PER ESR REPORT AND MFGR. INSTRUCTION
PANEL REVEAL: TBD
WEIGHT: LESS THAN 2 LBS./S.F.
ADDRESS:5855 HOOPER AVE., LOS ANGELES, CA 90001
PHONE:323.234.2940
CODE: ESR 2653
WOOD SIDING:
MANUFACTURER: KEBONY USA
COLOR: DEEP BROWN -ARCHITECT TO APP'V.
APPLICATION: 1x6 T&G W/ NICKIE JOINT (VERIFY GAP W/ ARCHITECT. INSTALLS PER MFGR & R703
PRODUCT: KEBONY CLEAR CLADDING
CODE: INSTALL PER MFGR. & R703.5
EXTERIOR STUCCO
MANUFACTURER:LA HABRA, PARAEXUSA
ADDRESS:2911 ORANGE-OLIVE ROAD, ORANGE, CA 92865
PHONE:714.627.1700
COLOR: OATMEAL -ARCH. TO APPROVE.
TEXTURE: SMOOTH WALL, TROWELED EDGES, NO BULLNOSE, VERTICAL FLOAT LEVEL TO 1/8" IN 10"
APPLICATION: 2-LAYERS MIN., 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.
STONE VENEER:
MANUFACTURER:YOUNG IDEAS CONSTRUCTION
SUPPLY:SANDRIN SCOTT COMMODITIES
PRODUCT: LIMESTONE SPLIT FACE WITH WHITE GROUT
ADDRESS:106 W. CANADA, SAN CLEMENTE, CA 92672
PHONE:949.492.8711
COLOR: NATURAL STONE (WHITE WASH)
THICKNESS:1"-1.5" NOMINAL
WEIGHT: LESS THAN 12 LBS./S.F.
ROOFING:
PRODUCT: TPO MEMBRANE
MFGR:GAF, EVERGUARD -WW.GAF.COM
COLOR: ENERGY GRAY 322 (COOL COLOR TECH)
APPLICATION: INSTALL PER MFGR. & UL LISTING
CODE:UL LISTING -ER 1306-1 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:WESTCOAT
ADDRESS:770 GAYEWAY CENTER DRIVE, SAN DIEGO, CA 92102
PHONE: 800.250.4519
WEB:WWW.WESTCOAT.COM
CODE:ICC # ESR-2201
PRODUCT: ALX CUSTOM
FLASHING & WEATHERSTRIPPING
PROVIDE COOROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING MIN. 24 GUAGE METAL (16 OZ.)
SHEETING (TO MATCH) U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE
TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO
INSTALLATION.
1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
2. REF. ROOF PLAN (A-3.0) 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'
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"2 3/8"2
A-5.0C
MAX HOA
38.03'
MAX HOA
38.03'
A
16 15 14 13 12 11 10
4
34
7
OUTDOOR KITCHEN
1111
6
8
1
8
2
14
14 6
1
36.74'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' - 0 7/8"
EAVE OVERHANG
2' - 11 1/8"
P.L.
FRONT YARD SETBACK
6' - 0"
SETBACKP.L.SETBACK
EAVE OVERHANG
6' - 0 1/4"12' - 3 1/8"
SETBACK (BEYOND)9' - 6"12' - 9 1/8"88.1
AD-1.0
21
2
AD-3.0
3
AD-3.0
12
AD-3.0
13
AD-3.0
1516
11
AD-3.0
19
AD-1.0
7
AD-2.0
19
AD-1.0
6
AD-1.0
14
AD-1.0
MAX.
2' - 0"
39.74' T.O. CHIMNEY
2' - 7 5/8"MAX.1' - 0"MIN.2' - 0"ABV.F.F (POOL SAFETY)60" MIN.DECK RAMP
(BY SEP. PERMIT)
17
2
AD-3.0
2.08%
13
2.08%
18
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'
MAX HOA
38.03'
MAX HOA
38.03'
1
F
16 24' - 11 1/8"9' - 6"1' - 3 1/8"11' - 6"2 3/8"10 5/8"36.56' TWHT. CERT. REQ'D.
37.10'
1
2
5
9
4
1 6
10
24' - 0"4
A-5.0
5A2
4
AD-2.0
8
AD-2.0
6
AD-1.0 SILL HT.2' - 0"HD. HT.8' - 6"1
12' - 9 1/8"9
AD-3.0
20
AD-3.0
2
A-5.1
36.13' T.W.
FIRST FLOOR F.F.
13.30'
SECOND FLOOR F.F.
26.06'
ROOF PLATE
35.56'
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
GARAGE
ENTRYPOWDER
6
1
7
HT. CERT. REQ'D.
36.67'37.10' T.W.
8
24' - 11 1/8"1' - 0"P.L.SETBACK
S.Y.S.B.
6' - 0"
5' - 4 5/8"
EAVE OVERHANG
7 3/8"
12
4
AD-2.0
7
AD-2.0
3
AD-3.0
2.08%2.08%
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
2 3 1
F F
26
23
16
HT. CERT. REQ'D.
36.67'24' - 0"24' - 11 1/8"1' - 6 1/2"9' - 6"1' - 3 1/8"11' - 6"2 3/8"6 26.1
2.08%2.08%24' - 8 3/4"12' - 9 1/8"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:
MATERIAL SPECIFICATIONSA
KEYNOTESC
GENERAL NOTESB
BRANDON ARCHITECTS
12/15/2021
EXTERIOR
ELEVATIONSSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
A-4.0
PA -2021-207
RYAN MCDANIEL, AIA
1 DECO 12" ACM FASCIA
2 WOOD GATE - TO OPEN OUTWARD AWAY FROM THE POOL AND BE SELF CLOSING AND SELF-LATCHING. THE LATCH TO BE A
MIN. 4.5 FT ABV F.F. (3109.4.1, 6109(A)). REF. TO LAND. DWG. MIN. 5 FT HIGH TO MEET POOL ENCLOSURE REQUIREMENTS.
SEE POOL NOTES ON SHEET A0.0
3 (N.) PROPERTY LINE FENCE AND POOL ENCLOSURE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH
EXTERIOR. 60" MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM THE SWIMMING POOL, MAX HT. 72"
WITHIN REAR AND SIDE YARD SETBACKS. MAX. VERTICAL CLEARANCE BETWEEN FS/NG/ AND BOTTOM OF THE FENCE/ BARRIER
SHALL BE 2" MEASURED ON THE SIDE OF THE FENCE THAT FACES AWAY FROM THE POOL. (3109.4.1, 6109(A))
4 WOOD BATTEN 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 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0
8 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0
9 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES
10 VERTICAL WOOD SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0
11 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)
12 BBQ. - COUNTER TOP CAN'T EXCEED 42" HT. REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER
13 EXTERIOR CONCRETE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ARTIFICIAL LIGHT SOURCE AT THE TOP AND
BOTTOM LANDING (R303.8) REF. DTL. 3/AD-1. VERIFY TREAD DEPTH AND RISERS HT. W/ CIVIL AND LANDSCAPE DRAWINGS.
14 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0
15 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1
16 DOCK RAILING PER OTHERS
17 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)
18 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE
TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE
SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)
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: AWAKE WINDOW AND DOOR CO.
PRODUCT: TBD
COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER
ADDRESS:435 E GERMAN RD, SUITE 104, GILBERT, AZ 85297
PHONE: 833.292.5393
WEB: WWW.AWAKEWDC.COM
MULTI SLIDE DOORS & STOREFRONT
MANUFACTURER:AWAKE WINDOW AND DOOR CO.
PRODUCT: TBD
COLOR:BLACK TO MATCH ACM PANELS -TO BE APPROVED BY ARCH. & OWNER
ADDRESS: 435 E GERMAN RD, SUITE 104, GILBERT, AZ 85297
PHONE: 833.292.5393
WEB: WWW.AWAKEWDC.COM
EXTERIOR AMC PANELING/ FASCIA:
SUPPLIER: OLD COUNTRY MILLWORKS
PRODUCT:ALPOLIC MATERIALS
COLOR: TOB BLACK -TO BE APPROVED BY ARCH. & OWNER.
APPLICATION: INSTALL PER ESR REPORT AND MFGR. INSTRUCTION
PANEL REVEAL: TBD
WEIGHT: LESS THAN 2 LBS./S.F.
ADDRESS:5855 HOOPER AVE., LOS ANGELES, CA 90001
PHONE:323.234.2940
CODE: ESR 2653
WOOD SIDING:
MANUFACTURER: KEBONY USA
COLOR: DEEP BROWN -ARCHITECT TO APP'V.
APPLICATION: 1x6 T&G W/ NICKIE JOINT (VERIFY GAP W/ ARCHITECT. INSTALLS PER MFGR & R703
PRODUCT: KEBONY CLEAR CLADDING
CODE: INSTALL PER MFGR. & R703.5
EXTERIOR STUCCO
MANUFACTURER:LA HABRA, PARAEXUSA
ADDRESS:2911 ORANGE-OLIVE ROAD, ORANGE, CA 92865
PHONE:714.627.1700
COLOR: OATMEAL -ARCH. TO APPROVE.
TEXTURE: SMOOTH WALL, TROWELED EDGES, NO BULLNOSE, VERTICAL FLOAT LEVEL TO 1/8" IN 10"
APPLICATION: 2-LAYERS MIN., 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.
STONE VENEER:
MANUFACTURER:YOUNG IDEAS CONSTRUCTION
SUPPLY:SANDRIN SCOTT COMMODITIES
PRODUCT: LIMESTONE SPLIT FACE WITH WHITE GROUT
ADDRESS:106 W. CANADA, SAN CLEMENTE, CA 92672
PHONE:949.492.8711
COLOR: NATURAL STONE (WHITE WASH)
THICKNESS:1"-1.5" NOMINAL
WEIGHT: LESS THAN 12 LBS./S.F.
ROOFING:
PRODUCT: TPO MEMBRANE
MFGR:GAF, EVERGUARD -WW.GAF.COM
COLOR: ENERGY GRAY 322 (COOL COLOR TECH)
APPLICATION: INSTALL PER MFGR. & UL LISTING
CODE:UL LISTING -ER 1306-1 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:WESTCOAT
ADDRESS:770 GAYEWAY CENTER DRIVE, SAN DIEGO, CA 92102
PHONE: 800.250.4519
WEB:WWW.WESTCOAT.COM
CODE:ICC # ESR-2201
PRODUCT: ALX CUSTOM
FLASHING & WEATHERSTRIPPING
PROVIDE COOROSION-RESISTANCE METAL FLASHING PER CRC FOR ALL EXTERIOR FLASHING MIN. 24 GUAGE METAL (16 OZ.)
SHEETING (TO MATCH) U.N.O. IN CRC OR MFGR. INSTALLATION GUIDELINES. ALL METAL IN CONTACTS TO BE OF SIMILAR TYPE
TO AVOID GALVANIC CORROSION. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO
INSTALLATION.
1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
2. REF. ROOF PLAN (A-3.0) 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'
1
MAX HOA
38.03'
MAX HOA
38.03'24' - 11 1/8"9' - 6"1' - 3 1/8"11' - 6"2 3/8"10 5/8"8 6 5
16
C
8
8
4
9
8
6
1
52 4
TYP. HD. HT.9' - 6"SILL HT.3' - 0"HD. HT.8' - 6"HD. HT.11' - 0"HD.HT.9' - 6"TYP. HD.HT.11' - 0"B
P.L.SETBACK
EAVE OVERHANG TO P.L.
4' - 5 3/8"1' - 6 5/8"
15
7
AD-1.0
21
ATRIUM SLOAN'S
BEDROOM
GREAT ROOMFOYER 14
19
AD-1.0
13
AD-3.0
3
AD-3.0
16
AD-3.0
7
AD-2.0
39.74' T.O. CHIMNEY
18
2' - 7 5/8"MAX. LENGTH
4' - 0"
2.08%2.08%ABV.F.F60" MIN.17
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.11 9
17
4
5
1
5
MASTER SUITE
MEDIA ROOM
OFFICE
6
POOLSPA
4
5
HD. HT.11' - 0"HD. HT.9' - 6"SILL HT.3' - 6"5
7
8
P.L.SETBACK
6' - 0"
EAVE OVERHANG TO P.L.
5' - 9"3"
4
A-5.0
19
8
13
14 HD. HT. 8' - 6"17
AD-3.0
7
AD-2.0
20
AD-3.0
21
AD-3.0 14
AD-1.0
8
AD-3.0
2
A-5.1
1820
ABV.F.F60" MIN.17
13
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'
1
A-5.0
MAX. FLAT
37.10'
MAX. FLAT
37.10'
GRADE PLANE
13.10'
GRADE PLANE
13.10'9' - 6"12' - 9 1/8"2 3/8"10 5/8"22' - 3 1/8"MAX HOA
38.03'
MAX HOA
38.03'
B
1415 13 25
E
2223
25 24
26
F
OPEN TO
BEYOND
1
2
3
4
1
5
SILL HT.3' - 0"HD. HT.9' - 6"SILL HT.6' - 0"HD. HT.8' - 6"SILL HT.2' - 0"HD. HT.8' - 6"3' - 6"24' - 0"22' - 3 1/8"9' - 6"1' - 3 1/8"11' - 6"2 3/8"10 5/8"7
6
10
6
E
5
2
P.L.
F.Y.S.B.
10' - 0"
SETBACK (BEYOND)SETBACK
1' - 0 1/4"P.L.
26.1
21
14
4
HD. HT.9' - 0"7
4
AD-2.0
8
AD-2.0
16
AD-3.0
17
AD-3.0
8
AD-1.0
6
AD-1.0
2
AD-3.0
3
AD-3.0
8
AD-3.0
9
AD-3.0
ABV.F.F60" MIN.17CRL. HT.9' - 7"A
A1A2
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'
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 MIN.1' - 3 1/2"19 18
B
11
1
4
44
38.03' T.O. CHIMNEY
12
13
15
9
22
7
5
ABV. F.F.42" MIN.6
16
16
ABV.F.F. 60" MIN.ABV.F.F.60" MIN.SUNKEN
FIREPIT
OUTDOOR KITCHENPOOL DECK
MASTER SUITE BALCONY
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
12/15/2021
EXTERIOR
ELEVATIONSSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
A-4.1
PA -2021-207
RYAN MCDANIEL, AIA
1 DECO 12" ACM FASCIA
2 WOOD BATTEN SCREEN - ARCH. TO APPROV.
3 VERTICAL WOOD SIDING, FINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0
4 STONE VENEER - REF. MAT. SCHEDULE SHT. A-4.0
5 BRAKE METAL - MATCH DOOR/WINDOW FRAME. ARCH. TO APPV. REF. MAT. SCHEDULE A-4.0
6 FLAT COOL ROOF, CLASS 'A' - COLOR AS SELECTED - TPO MEMBRANE - REF. MAT. SCHEDULE SHT. A-4.0
7 STONE CAP - ARCH. TO APPV., G.C. TO PROVIDE SAMPLES
8 (N.) PROPERTY LINE FENCE AND POOL ENCLOSURE - WD. O/. CONCRETE CURB & FTG. TYP. U.N.O. - PAINT TO MATCH
EXTERIOR. 60" MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM THE SWIMMING POOL, MAX HT. 72"
WITHIN REAR AND SIDE YARD SETBACKS. MAX. VERTICAL CLEARANCE BETWEEN FS/NG/ AND BOTTOM OF THE FENCE/ BARRIER
SHALL BE 2" MEASURED ON THE SIDE OF THE FENCE THAT FACES AWAY FROM THE POOL. (3109.4.1, 6109(A))
9 BBQ. - COUNTER TOP CAN'T EXCEED 42" HT. REF. LAND. DWG., VERIFY APPLIANCE W/. OWNER
10 WOOD GATE - TO OPEN OUTWARD AWAY FROM THE POOL AND BE SELF CLOSING AND SELF-LATCHING. THE LATCH TO BE A
MIN. 4.5 FT ABV F.F. (3109.4.1, 6109(A)). REF. TO LAND. DWG. MIN. 5 FT HIGH TO MEET POOL ENCLOSURE REQUIREMENTS.
SEE POOL NOTES ON SHEET A0.0
11 STUCCO FINISH - MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0
12 EXTERIOR FIREPLACE - GAS ONLY APPLIANCE
13 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 42" HIGH - <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1
14 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33
15 DOCK RAILING PER OTHERS
16 EXTERIOR GLASS HANDRAIL - 34" - 38" ABV. NOSING (36"" TYP. U.N.O.), REF. DTL. 2/AD-1
17 EXTERIOR GLASS GUARDRAIL - TEMPERED & LAMINATED - MIN. 60" HIGH PER POOL SAFETY BARRIER REQ.' - <4" MAX.
SPHERE OPENING, REF. DTL. 4/AD-1
18 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE
TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE
SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)
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
TAKAGI
T-K3
FLASH WATER
HEATER
HOT WATER OUTLET
TO FIXTURES
COLD
WATER
INLETEXPANSION TANK
BALL VALVES
RECIRCULATION PUMP CHECK VALVES
NOTE:
THIS IS A CONCEPT DRAWING ONLY, G.C.
TO REFER TO MFGR'S. SPECIFICATIONS
FOR ALL INSTALLATION INSTRUCTIONS
AND SAFETY PRECAUTIONS.
MFGR.: TSKSGI TANKLESS WATER
HEATERS
5 WHATNEY
IRVINE, CA 92618
P: 888.882.5244
F: 949.770.3171
WWW.TAKAGI.COM
RELAYS
UNIONS
PRESSURE
RELIEF
VALVE
1' - 1 3/4"1' - 9"VENT NOTE:
DO NOT INSTALL VENT LESS THAN 3' BELOW
EAVES OR OVERHANGS. DO NOT INSTALL VENT
THERMINUS W/IN 3' OF BLDG. OPENING OR ANY
AIR INTAKE.
DO NOT INSTALL NEXT TO A DRYER OR ANY
SOURCE OF AIRBORNE DEBRIS THAT CAN BE
TRAPPED INSIDE THE COMBUSTION CHAMBER,
UNLESS THE SYSTEM IS DIRECT VENTED.
VERIFY WITH TITLE 24
CLEARANCES:
TOP: 12"
*FRONT: 4"
BACK: 1"
SIDES: 2"
BOTTOM: 12"
*24" RECOMMENDED IN FRONT FOR
MAINTENANCE
*GRIP-SIZE.ALL REQUIRED HANDRAILS SHALL BE OF ONE OF
THE FOLLOWING TYPES OR PROVIDE EQUIVALENT
GRASPABILITY.
TYPE I. HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL
HAVE AN OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES AND
NOT GREATER THAN 2 INCHES. IF THE HANDRAIL IS NOT
CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT
LEAST 4 INCHES AND NOT GREATER THAN 6-1/4 INCHES WITH A
MAXIMUM CROSS SECTION OF DIMENSION OF 2-1/4 INCHES.
EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
TYPE II. HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4
INCHES SHALL HAVE A GRASPABLE FINGER RECESS AREA ON
BOTH SIDES OF THE PROFILE. THE FINGER RECESS SHALL BEGIN
WITH A DISTANCE OF 3/4 INCH MEASURED VERTICALLY FROM
THE TALLEST PORTION OF THE PROFILE AND ACHIEVE A DEPTH
OF AT LEASE 5/16 INCH WITHIN 7/8 INCH BELOW THE WIDEST
PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL
CONTINUE FOR AT LEAST 3/8 INCH TO A LEVEL THAT IS NOT
LESS THAN 1-3/4 INCHES BELOW THE TALLEST PORTION OF THE
PROFILE. THE MINIMUM WITH OF THE HANDRAIL ABOVE THE
RECESS SHALL BE 1-1/4 INCHES TO A MAXIMUM OF 2-3/4
INCHES. EDGES SHALL HAVE A MINIMUM RADIUS OF 0.01 INCH.
4 -EXTERIOR WOOD/PLASTIC COMPOSITE HANDRAILS.
WOOD/PLASTIC COMPOSITE HANDRAILS SHALL COMPLY WITH
THE PROVISIONS OF SECTION R507.3.
HANDRAIL REQ'TS -R311.7.8
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS
a. HEIGHT: HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP
SLOPE, SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES.
EXCEPTIONS:
1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD.
2. WHEN HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS AT WINDER
TREADS, THE TRANSITION FROM HANDRAIL TO GUARDRAIL, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT AT THE FITTINGS OR
BENDING SHALL BE PERMITTED TO EXCEED THE MAXIMUM HEIGHT.
b. CONTINUITY: HANDRAILS SHALL BE CONTINUOUS FOR THE FULL LENGTH OF THE FLIGHT,FROM A POINT DIRECTLY ABOVE THE TOP RISER OF
THE FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN
NEWEL POSTS OR SAFETY TERMINALS.
c. CLEARANCE: HANDRAILS ADJACENT TO A WALL SHALL HAVE A SPACE OF NOT LESS THAN 11/2 INCHES BETWEEN THE WALL AND THE
HANDRAILS.
EXCEPTIONS:
1. HANDRAIL CONTINUITY SHALL BE PERMITTED TO BE INTERRUPTED BY A NEWEL POST AT A TURN IN A FLIGHT WITH WINDERS, AT A LANDING,
OR OVER THE LOWEST TREAD..
2. A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED TO TERMINATE OVER THE LOWEST TREAD.
d. PROJECTION: HANDRAILS SHALL NOT PROJECT MORE THAN 4-1/2 INCHES ON EITHER SIDE OF THE STAIRWAY.
EXCEPTIONS: WHERE NOSINGS OF LANDINGS, FLOORS OR PASSING FLIGHTS PROJECT INTO THE STAIRWAY REDUCING THE CLEARANCE AT
PASSING HANDRAILS, HANDRAILS SHALL PROJECT NOT MORE THAN 6-1/2 INCHES INTO THE STAIRWAY, PROVIDED THAT THE STAIR WIDTH AND
HANDRAIL CLEARANCE ARE NOT REDUCED TO LESS THAN THAT REQUIRED.
HANDRAIL (POST
MOUNTED)
1-1/2"
MIN.34" MIN., 38" MAX.TO TREAD NOSINGHANDRAIL
CAP -DESIGN
BELOW
HANDRAIL PROFILE
(GLASS MOUNTED)
HANDRAIL (WALL MOUNTED)
2"1/4"1"3/4"2"3/8"
1.2
5" - 2"
4" ≤ PERIMETER ≥ 6.25"2.25" M AXINTERIOR EXTERIOR
TYP. 5/8" GYP. BD. INT. FINISH,
(TYPE 'X' GYP. SHT'G. AS OCCURS, FOR 1-
HR. COND., REF. PLAN)
PLYWD. SHT'G. PER STRUCT. (MIN.
3/8" CDX)
7/8" EXT. PLASTER
W/. METAL LATH (DIAMOND OR EQUIV.)
STUCCO SHALL BE APPLIED W/. A 3-
COAT APPLICATION PER R703.7.2
WATER-RESISTIVE BARRIER, MIN. 2
LAYERS GRADE "D" BDLG. PAPER OR
EQ. PER R703.7.3.
DBL. TOP PLATE -2x4 MIN.
INT. CLN'G. FINISH -5/8" GYP. BD. TYP.
SOLID BLK'G.
FLR. OR CLN'G. FRAMING PER STRUCT.
INT. FLR. FINISH, PER PLANS
2x SILL PLATE
FLR. FRAMING (PER STRUCT.) OR
FLR. SLAB.
MIN. 1-1/8" FLR. SHT'G. PER STRUCT. (AS
OCCURS)
CONST. PER TABLE 721.1(2) 15-1.3 2016 CBC;
2x FRAMING, PER PLAN (MIN. 2" x 4" WOOD
STUDS 16" ON CENTER WITH 7/8" CEMENT
PLASTER (MEASURED FROM THE FACE OF
STUDS) ON THE EXTERIOR SURFACE WITH
INTERIOR SURFACE TREATMENT AS
REQUIRED FOR INTERIOR WOOD STUD
PARTITIONS IN THIS TABLE. PLASTER MIX 1:4
FOR SCRATCH COAT AND 1:5 FOR BROWN
COAT, BY VOLUME, CEMENT TO SAND.)
HEAD CLEARANCE MIN. 6'-8" CLR.ABV. TREAD NOSINGMAX. RISE: 7 3/4"
MIN. RUN: 10", W/. NOSING
LANDING MIN. DIM. IN
PATH OF TRAVEL EQUAL
TO STAIR WIDTH (36" MIN.)
MAX. SLOPE (2%) TREADS &
EXTERIOR LANDINGS
2%
MIN. STAIR WIDTH = 36" W/.
HANDRAIL(S) ENCROACHING
NO MORE THAN 4.5" ON EITHER SIDE
10" MIN.7 3/4" MAX.NOSING NOTE:
THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. A NOSING NOT LESS THAN 3/4 INCH BUT NOT MORE THAN 1
1/4 INCHES SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. BEVELING OF NOSINGS SHALL NOT EXCEED 1/2 INCH. RISERS SHALL BE
VERTICAL OR SLOPED UNDER THE TREAD ABOVE FROM THE UNDERSIDE OF THE NOSING ABOVE AT AN ANGLE NOT MORE THAN 30 DEGREES FROM
THE VERTICAL. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH
DIAMETER SPHERE.
EXCEPTIONS:
1. A NOSING IS NOT REQUIRED WHERE THE TREAD DEPTH IS A MINIMUM OF 11 INCHES.
2. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OR LESS.
3/4" -1 1/4" NOSING ON STAIRS W/.
LESS THAN 11" TREADS
NOTE:
STAIRS SHOULD MEET REQUIREMENTS SET FORTH
IN SECTION R311 -MEANS OF EGRESS (2019 CRC).
RISER & TREAD REQ'TS.MAX.<4"OPEN RISER REQ'TS.
RISERS
<4"
<4"
<6"
REF. DTLS. 2, 9/AD-1 FOR
RAILING DESIGNS, REF.
STRUCT. DWGS. FOR
CONNECTIONS
<4-3/8"
OPENING NOT TO ALLOW A 6" OR LARGER
SPHERE TO PASS THROUGH, TYP.
OPENING NOT TO ALLOW A 4" OR LARGER
SPHERE TO PASS THROUGH, TYP.
OPENING NOT TO ALLOW A 4-3/8" OR
LARGER SPHERE TO PASS THROUGH, TYP.
NOTE:
STAIR RAILINGS & GUARDRAILS SHOULD MEET REQUIREMENTS
SET FORTH IN SECTION R311 -MEANS OF EGRESS (2019 CRC).(36" TYP. ABV. NOSING)34" - 38"ABV. F.F.42" MIN.EXT. FINISH PER PLANS
PRESERVATIVE-TREATED WOOD SILL PER
AWPA U1
SLOPE 2% MIN.0' - 6" ABV. T.O.S.0' - 6" BELOW T.O.S.CONCRETE FOUNDATION
CONCRETE SLAB/PAVER, PER PLAN
CORROSION-RESISTANT WEEP SCREED, MIN.
26 GA. SHEET GAGE WEEP SCREED W/ MIN.
3-1/2" ATACHED FLANGE PER R703.7.3 FOR
STUCCO FINISH
PLYWOOD SHEETHING PER STRUCT.
INTERIOR FINISH GYPSUM BOARD
LINE OF FINISH GRADE (AS OCCURS)
COPPER/S.S. FLASHING OVER BITUTHENE (OR
EQ.) 6" ABV. T.O.S. (12" CONTINUOUS)
COPPER/S.S. FLASHING OVER BITUTHENE (OR
EQ.) 6" BELOW T.O.S. (12" CONTINUOUS)
BITUTHENE (OR EQ.) 18" ABV. T.O.S. (24"
CONTINUOUS)18" ABV. T.O.S.1" MIN.1/2" MIN.NOTE:
ALL METAL FLASHING AND WEEP SCREED TO
BE OF SIMILAR MATERIAL TO AVOID GALVANIC
CORROSION
FLASHING NOTE:
REFERENCE MATERIALS SCHEDULE ON A/A-4.0
WALL
INTERIOR GARAGE INTERIOR
INTERIOR
(2) LAYER 5/8" MOLD TOUGH VHI FIRECODE X BD. OR
EQ. PER TABLE R302.6, OVER TRUSS JOISTS
(1) LAYER 5/8" MOLD TOUGH VHI
FIRECODE X BD. OR EQ.
DBL. TOP PLATE
SHEAR WALL PER
STRUCT. PLAN
(AS OCCURS)
XX
E.N.
R-30 INSULATION (REF. PLANS)
2x BLOCKING (AS REQ'D.)
MIN. R-13 INSULATION
(ACOUSTIC BATT. AS REQUIRED)
FLOOR/DECK FRAMING (PER STRUCT.)
DOUBLE SOLID BLOCK (TYP.)
1-1/8" FLR. SHT'G. (PER STRUCT.)CEILING/FLOOR FRAMING3/4"11"3/4"
1' - 0 1/2"
3/4" WOOD FINISH, VERIFY W/. I.D.
TUBE STEEL TREAD -SIZE PER STRUCT. DWGS.
2" PIPE COLUMN, CENTERED ON STRINGERS
& BELOW TREADS, REF. STRUCT.
2 x HSS STEEL STRINGER TO BE OFFEST
12" O.C. FROM STAIR EDGES, PER STRUCT.
DWGS., VERIFY SPACING W/. ARCH.
RECESS FOR LED TREAD LIGHTING
NOTE:
STAIR & RAILING CONNECTION
PER STRUCT. DWG.
ARCH. & STRUCT. TO APPRV.
SHOP DWGS. OF ALL RAILING
COMPONENTS PRIOR TO FAB.3/4"2 1/2"3/4"4" MAX.1"PER PLANCL. OF TREAD
11 1/2" TYP.
2 x HSS STEEL STRINGER TO BE OFFEST 12" O.C. FROM STAIR
EDGES, PER STRUCT. DWGS., VERIFY SPACING W/. ARCH.
2" PIPE COLUMN, CENTERED ON STRINGERS & BELOW
TREADS, REF. STRUCT.
3/4" WOOD VENEER, VERIFY FINISH W/. I.D.ABV. TREAD NOSING 34" - 38" (36" TYP.)5/8" THK. TEMP. LAMINATED GLASS PANELS (3/4" THK. TEMP.
LAMINATED IF NO CAP) -ARCH TO APPRV. COLOR & TINT -REF.
ICC ESR 3842)
S.S. TOPRAIL. REF. DTL. 2/AD-1.0 FOR HANDRAIL REQ., CONN. PER
MFGR., CRL HRS HAND RAILINGS SYSTEMS, SEE MFGR. SPECS.
CENTER OF STRINGER
2" DIAMETER BRUSHED STAINLESS GLASS RAIL STANDOFF -
ARCH. TO APPV. (SPACED PER ELEVS.) VERIFY CONN. W/. STRUCT.
DWGS & DTLS.
TUBE STEEL TREAD, SIZE PER STRUCT.
BACKING PLATE & CONNECTION PER STRUCT.
11" TYP. (10" MIN.)
PER PLAN
WESTCOAT, ALX WALKING DECK OR
EQUIV. UNDER-TILE DECK
MEMBRANE (ICC ESR 2201) INSTALL
PER MFGR'S. INSTRUCTIONS
CDX PLYWD. DECK SHT'G.
1-1/8" T&G (MIN. 3/4" EXT. GRADE
WD. STRUCT. PANEL DIAPHRAGM)
WATER-RESISTIVE BARRIER PER EXT. WALL DTL.
WALL-TO-WALL "L" METAL (6"X4") 26 GAUGE,
BONDERIZED PER DECKING MEMBRANE MFGR.
CONTINUOUS CORROSION-RESISTANCE DRIP
SCREED PER DECKING MEMBRANE MFGR.
EXTERIOR FINISH PER PLANS
NOTE:
SLATE STONE PAVERS TO BE SUPPLIED BY AMERICAN
SLATE CO. N.B., CA, 'SILVER GRAY' 12"x12" (MAX.), APPX.
1/2" THK., 6-8 #/S.F. AVG.
*FOR UNVENTED ENCLOSED RAFTER ASSEMBLY PROVIDE
R-5 SPRAYED AIR-IMPERMEABLE INSULATION
*NO INTERIOR CLASS I VAPOR RETARDER SHALL
BE INSTALLED ON THE CEILING SIDE (ATTIC
FLOOR) OF THE UNVENTED ATIIC ASSEMBLY OR
ON THE CEILING SIDE OF THE UNVENTED
ENCLOSED ROOF FRAMING ASSEMBLY
2x STUDS PER PLANS, REF. STRUCT. DWGS. (MIN.
2x4 FRAMING STUDS SPACED 16" O.C. MAX)
2% MIN. SLOPE TO DRAIN
CDX. PLYWD. SHT'G. PER STRUCT.MIN.1"STONE TILE PAVERS SET W/. MIN
1/2" MORTAR BED (REF. NOTE)
*R-5 SPRAYED AIR-
IMPERMEABLE INSULATION PER
TABLE R806.5
DECK JOISTS (PER STRUCT)
AIR-PERMEABLE INSULATION PER T-24
INTERIOR
EXTERIOR
TRENCH DRAIN -CONT. COPPER
PAN, SEAL AT ALL CONNECTION
W/. DRAIN INSTALLED PER
MFGR. SPEC.
SLOPE TO DRAIN
DRAIN ATTACHED TO COPPER
PAN, INSTALL PER MFGR.
FIXTURE ABV. -AS SEL. BY
OWNER
REMOVABLE TILE GRATE -
FLUSH W/. FINISH MATERIAL,
OFFSET 1/4" ON ALL SIDES FOR
DRAINAGE
1/2" TEMPERED GLASS & PANELS
W/. HINGES AS SEL. BY OWNER,
PROVIDE WEATHER STRIPING AS
NEEDED
MAINTAIN 7.1 S.F. MIN.
NET AREA, 30" MIN.
CLR.
SHOWER SEAT, AS
OCCURS, PER OWNER
LATH & SETTING BED
AS REQ'D. FOR TILE
FINISH
TILE FINISH AS SEL.,
MUST MAINTAIN 72"
HT. PER R307.2
FLOOR FRM'G. PER
STRUCT.
SHOWER
SECTION
SHOWER SEAT AS
OCCURS, SEE OWNER
BLOCKING AS NEEDED
REMOVABLE TILE GRATE -FLUSH
W/. FINISH MATERIAL, OFFSET
1/4" ON ALL SIDES FOR DRAINAGE
DRAIN ATTACHED TO COPPER
PAN, INSTALL PER MFGR.
TRENCH DRAIN -CONT. COPPER
PAN, SEAL AT ALL CONNECTION
W/. DRAIN INSTALLED PER
MFGR. SPEC.
TYP.
1' - 3"
TYP.
2' - 0"
TYP.
6"
SEAT
PLAN
STONE/SLAB
SURROUND, AS SEL.
BY OWNER
FLUE CONNECTION -FACTORY BUILT CHIMNEY TO COMPLY W/ CRC R1005,
LISTED AND LABELED AND INSTALLED AND TERMINATED IN ACCORDANCE
WITH MFGR'S. INSTALLATION INSTRUCITONS. CHIMNEYS FOR USE WITH
FACTORY BUILT FIREPLACES SHALL COMPLY W/. THE REQ'TS. OF UL-127
FIREBOX OPENING -AS
SEL.
FRAMING PER PLAN -
PROVIDE R.O. & CLEARANCES
PER FIREPLACE LISTING
NOTE:
A. FACTORY BUILT FIREPLACES SHALL BE LISTED, LABELED
AND INSTALLED IN ACCORDANCE W/. THE CONDITIONS OF
THE LISTING. FACTORY BUILT FIREPLACES SHALL BE
TESTED IN ACCORDANCE W/. UL-127.
INT. FINISH PER PLAN -5/8"
GYP. BD. TYP. U.N.O.
TRIM PER LISTING
HEARTH EXTENSION OF APPROVED FACTORY-BUILT FIREPLACE SHALL
BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE.
HEARTH EXTENSION TO BE READILY DISTINGUISHABLE FROM THE
SURROUNDING FLOOR AREA.
CHIMNEY SUPPORT: WHERE FACTORY BUILT CHIMNEYS
ARE SUPPORTED BY STRUCTURAL MEMBERS, SUCH AS
JOISTS & RAFTERS, THOSE MEMBERS SHALL BE
DESIGNED TO SUPPORT THE ADDITIONAL LOAD.
1-1/2" MIN.
2"1-1/2" MIN.2"MIN.
9"
MIN.
9"
MIN.
1' - 0"
MIN.
1' - 0"
FIREBOX PER MFG'R. AS SEL.
BY OWNER
24" MIN. FOR 28"-48"30" MIN.B.DRYWALL MUST BE CUT BACK FROM THE FIREBOX OPENING SIDES AND ABOVE THE TOP OF THE OPENING ACCORDING TO INFORMATION
BELOW PER MFGR. INSTALLATION INSTRUCTION:
1. SIDES: 9" (NINE INCHES) AWAY
2.TOP OF OPENING: 24" (TWENTY-FOUR INCHES) AWAY
C.INSTALL FIREBOX/FIREPLACE PER MFGR. INSTALLATION INSTRUCTION (VERIFY ALL REQUIERD CLEARANCES W/. MFGR. INSTALLATION GUIDE
AND SPECS)
S.S. EXT. HANDRAIL PER ESR-3842, STAIN
FINISH -REFER TO 2/AD-1.0
FOR HANDRAIL REQUIREMENTS. ARCH TO
APPROVE FINISH. 55" MAX SPAN,17" MIN.
SPAN
1 1/2" DIA.
5/8" THK. TEMP. & LAMINATED GLASS
PANELS (3/4" THK. TEMP. LAMINATED IF
NO TOP CAP) -ARCH. TO APPV. COLOR &
TINT -REF. ESR-3842
S.S. ALUMN. BASE SHOW PER STRUCT
AND ESR.-3842 (CONN. PER STRUCT
DWGS.)
CONC. SLAB PER PLAN AS
OCCURS. SLOPE PER CIVIL
PLANS. REFER TO CIVIL DWGS.
FINISH PER LANDSCAPE. REFER
TO LANDSCAPE DRAWINGS.
CAULK & SEAL AS REQUIRED.
MAX SPACING 3/16"
NOTE: REF. STRUCTURAL FOR DESIGN
LOADS, CONNECTIONS AND SIZES
42: MIN. ABV.F.F.BISON PEDESTAL OR EQ. REFER
TO MAT. SCHED. INTALL PER
MFGR.
CONC. WALL TO SLAB EDGE AS OCCURS
PER STRUCT., REF. STRUCT. AND CIVIL
DWGS.
SLAB UNDERLAYMENT,
WATERPROOFING, & DRAINAGE
PER CIVIL , STRUCT, AND SOILS
ENGINEER RECOMMENDATION
FACTORY BUILT CHIMNEYS SHALL BE LISTED AND LABELED
AND SHALL BE INSTALLED AND TERMINATED IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS
(CRC R 1005)
DECO. BRICK SHROUD AS SEL. (ARCH. TO APPV.) DECORATIVE SHROUDS SHALL NOT BE
INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE THE SHROUDS
ARE LISTED AND LABELED FOR USE WITH SPECIFIC FACTORY BUILT CHIMNEY SYSTEM AND
INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC
1005.2)
CHASE SPACER BRACKET
EXT. BRICK VENEER (PER PLANS)
PLYWD. SHT'G.
FRAMING PER PLANS
MIN. CLR.
2"
CONNECTION PER MFG'R.
INSTRUCTIONS
7 1/2"
STONE FINISH AS OCCUR PER
PLAN REF. MAT. SCHED. REF.
A/A-4.0
2% MIN.
DIAMOND OR EQUIV. SELF
FURRING LATH
PLYWD. SHT'G., SHEAR PANEL PER
STRUCT.
ROOF/DECK JOISTS AS OCCUR,
REF. STRUCT.,
PROVIDE INSULATION PER
SCHED.
2x SHAPED WOOD CAP
VAPOR BARRIER ('TYVEK' OR
EQUIV.) MIN. TWO (2) LAYERS
OF GRADE 'D' PAPER
ROOF SHEATHING, REF. STRUCT.
"EVERGUARD® TPO" 45-MIL TO 80-MIL OR "EVERGUARD EXTREME® TPO" 50-MIL TO 80-MIL, FULLY
ADHERED WITH "EVERGUARD® LOW VOC TPO BONDING ADHESIVE", APPLIED AT A RATE OF 0.91
GAL/SQ (TOTAL), ½ TO MEMBRANE AND ½ TO SUBSTRATE -REF. ITEM 2A2/APPENDIX A-TABLE 2 OF
UL ER1306-1
FLASH & COUNTER FLASH AS REQ'D.CAP FLASHING6" MIN.PER. MFGR.8" MIN.PER PLANPARAPET HT.MIN. ¼-IN. THICK UNITED STATES GYPSUM CO. SECUROCK®
GYPSUM-FIBER ROOF BOARD OR SECUROCK® GLASS-MAT ROOF BOARD MECHANICALLY FASTENED
WITH DRILL-TEC™ RHINOBOND® TPO XHD PLATES OR DRILL-TEC™ RHINOBOND® TPO XHD TREAD
SAFE PLATES AND DRILL-TEC™ #14 FASTENERS SECURED INTO THE PLYWOOD OR WOOD PLANK
WITHIN A MAXIMUM CONTRIBUTORY AREA OF 2.67 S.F. PER FASTENER (12 FASTENERS PER 48 X 96 IN.
BOARD) -REF. ITEM C-18/TABLE 6 OF UL ER1306-1
SUBSTRATE PER STRUCT. BASE FLASHING6" MNI.6" MIN. LAP
"EVERGUARD® TPO"
WIDTH PER PLAN
"EVERGUARD® TPO"
WATERPROOFING MEMBRANE
1/4:12 (2%) ≤SLOPE ≤2.5:12
STONE CAP TO MATCH WALL FINISH
NOTE: APPLY EVERGUARD TPO & PVC CUT EDGE SEALANT TO ALL CUT
REINFORCED TPO & PVC EDGE -INSTALL PER MFGR. SEPCS & REF. MFGR.
MANUAL FOR ADDITIONAL DTL. AND WARRANTY AS WELL AS UL ER1306-1
AIR PERMIABLE INSULATION (PER
PLANS & T-24)
R-5 SPRAYED AIR IMPERMEABLE INSULATION
PER TABLE R806.5 @ UNVENTED ASSEMBLIES
*UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE:
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.
7/8" STUCCO & METAL LATH O.
BLDG. WRAP (TYVEK OR EQUIV.)
MIN. TWO LAYERS OF 15# FELT
(TYP.)
2% MIN.
PERFOR. CORNER BEAD
DIAMOND OR EQUIV. SELF
FURRING LATH
PLYWD. SHT'G., SHEAR PANEL PER
STRUCT.
ROOF/DECK JOISTS AS OCCUR,
REF. STRUCT.,
PROVIDE INSULATION PER
SCHED.
2x SHAPED WOOD CAP
VAPOR BARRIER ('TYVEK' OR
EQUIV.) MIN. TWO (2) LAYERS
OF GRADE 'D' PAPER
ROOF SHEATHING, REF. STRUCT.
"EVERGUARD® TPO" 45-MIL TO 80-MIL OR "EVERGUARD EXTREME® TPO" 50-MIL TO 80-MIL, FULLY
ADHERED WITH "EVERGUARD® LOW VOC TPO BONDING ADHESIVE", APPLIED AT A RATE OF 0.91 GAL/SQ
(TOTAL), ½ TO MEMBRANE AND ½ TO SUBSTRATE -REF. ITEM 2A2/APPENDIX A-TABLE 2 OF UL
ER1306-1
FLASH & COUNTER FLASH AS REQ'D.CAP FLASHING6" MIN.PER. MFGR.8" MIN.PER PLANPARAPET HT.MIN. ¼-IN. THICK UNITED STATES GYPSUM CO. SECUROCK®
GYPSUM-FIBER ROOF BOARD OR SECUROCK® GLASS-MAT ROOF BOARD MECHANICALLY FASTENED
WITH DRILL-TEC™ RHINOBOND® TPO XHD PLATES OR DRILL-TEC™ RHINOBOND® TPO XHD TREAD SAFE
PLATES AND DRILL-TEC™ #14 FASTENERS SECURED INTO THE PLYWOOD OR WOOD PLANK WITHIN A
MAXIMUM CONTRIBUTORY AREA OF 2.67 S.F. PER FASTENER (12 FASTENERS PER 48 X 96 IN. BOARD) -
REF. ITEM C-18/TABLE 6 OF UL ER1306-1
SUBSTRATE PER STRUCT. BASE FLASHING6" MNI.6" MIN. LAP
"EVERGUARD® TPO"
NOTE: APPLY EVERGUARD TPO & PVC CUT EDGE SEALANT TO ALL CUT
REINFORCED TPO & PVC EDGE -INSTALL PER MFGR. SEPCS & REF. MFGR.
MANUAL FOR ADDITIONAL DTL. AND WARRANTY AS WELL AS UL ER1306-1
WIDTH PER PLAN
"EVERGUARD® TPO"
WATERPROOFING MEMBRANE
1/4:12 (2%) ≤SLOPE ≤2.5:12
AIR PERMIABLE INSULATION (PER
PLANS & T-24)
R-5 SPRAYED AIR IMPERMEABLE INSULATION
PER TABLE R806.5 @ UNVENTED ASSEMBLIES
*UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE:
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.
INTERIOR
EXTERIOR
VERTICAL LAP/CHANNEL WESTREN RED CEDAR SIDING PER MAT. SCHED., REF.
A/A-4.0 -INSTALL PER MFGR. AND R703.5
TYP. 5/8" GYP. BD. INT. FINISH, (TYPE 'X' GYP. SHT'G. AS OCCURS, FOR 1-HR.
COND., REF. PLAN)
2x FRAMING, PER PLAN, REF. STRUCT DWGS. (MIN. 2x4 WOOD
STUDS 16" ON CENTER MAX)
SHT'G PER STRUCT. (MIN. 3/8" CDX)
NOTE:
SIDING CONTRACTOR TO PROVIDE
MOCKUP FOR ARCH. APPROVAL PRIOR TO WORK COMMENCING
WATER-RESISTIVE BARRIER PER MFGR., MIN. (1) LAYER OF NO. 15
ASPHALT FELT OR (2) LAYERS OF GRADE D BLDG. PAPER OVER ALL
WOOD BASED SHEATHING -VERIFY W/. SIDING MFGR.
AIR-PERMEABLE INSULATION PER PLANS
PROVIDE BLOCKING/NAILING STRIP 24" ON CENTER MAX FOR SIDING
ATTACHMENT (R703.5.1)
1/4"
PRODUCT LISTING:ICC-
ES ESR-2415
B B
A
A
SECTION B-B
MFG'R. STEP
FLASHING
ELEVATION
SECTION A-A
INSULATION -PLACE CAREFULLY
AROUND WINDOW
FINISH MATERIAL
FASTEN TO CURB WITH
SCREWS FURNISHED
WITH SKYLIGHT
1/4" Max.6 mm Max.
VENTILATION
INSULATION
FINISH MATERIAL
VAPOR BARRIER
SHEATHING
FINISH MATERIAL
ASPHALT SHINGLE
STEP FLASHING
VAPOR BARRIER
BLOCKING AS REQ'D
UNDERLAYMENT
UNDERLAYMENT
CURB
ROOFING PER PLAN
UNDERLAYMENT
SILL FLASHING
1 2 7 -1 3 3 mm
5"-5 1/4"
FIXED CURB MOUNTED SKYLIGHT
(FCM)
HEADERS OR BLOCKING AS
REQUIRED PER CODE(S)
FINISH RAW EDGE OF FINISH MATERIAL TO
PROVIDE A MOISTURE BARRIER UTILIZING
SEALING TAPE AND/OR ADHESIVE
SEALANT
SKYLIGHT
HEAD FLASHING PLACED BETWEEN
UNDERLAYMENT
60-100 mm
2 3 /8 "-4"SHEATHING
NOTE:
1. OVERFLOW TO BE PIPED SEPARATELY
2. OVERFLOW DRAIN TO BE SAME SIZE AS ROOF DRAIN
5. INSTALL AND SIZE THE OVERFLOW DRAINS,
LEADERS AND CONDUCTORS PER CPC
CUSTOM S.S. CHANNEL DRAIN W/. GRATE AS
OCCUR PER PLAN, ARCH. TO APPV.
EXTERIOR FINISH PER PLANS & DETAILS
WATER-RESISTANCE BARRIER PER EXTERIOR WALL DETAIL
CONTINUOUS CORROSION-RESISTANCE METAL DRIP SCREED PER EXT.
CLADDING AND DECK MGFR.
WATERPROOF MEMBRANE, WESTCOAT WP-40 SHEET
MEMBRANE OR EQ.
WESTCOAT ALX DECKING W/. STONE FINISH, ARCH. &
OWENR TO APPV. FINISH
OVERFLOW DRAIN PIPE W/.
DOMED GRATE AS OCCUR PER
PLAN, INLET TO BE 2" ABV.
LOWEST ROOF/DECK POINT
1-1/8" SHTG. PER STRUCT
CONTINUOUS BLOCKING AND CONNEC. PER STRUCT.
CAULK AND SEAL JOINTS W/. FLEX SEALANT AS REQ'D.
WALL FRAMING PER
PLANS, EXT. WALL
DTL. AND STRUCT.FLOOR FRAMING PER STRUCT.2% MIN. SLOPE
TAPE FLASHING PER FLASHING, DECK AND FINISH MFGR.
6" MIN.7" MIN.2" MIN.6 1/2" MIN.3" MIN.2x FRAMING PER PLAN, REF. STRUCT. DWGS.
(MIN. 2x4 WOOD STUDS 16" ON CENTER
EXTERIORINTERIOR
INT. FINISH (AS OCCURS)
PLYWD. SHT'G. PER STRUCT. & SIDING
MFGR. (MIN. 3/8" CDX)
INSULATION PER PLAN AND ENERGY
REPORT.
WATER-RESISTANT BARRIER PER MFGR., MIN. (1)
LAYER OF NO. 15 ASPHALT FELT OR (2) LAYERS
OF GRADE 'D' BLDG. PAPER O/. ALL WOOD
BASED SHEATHING -VERIFY W/. SIDING MFGR.
METAL PANEL PER MAT. SCHED. A/A-4.0
FASTENER AND CLIPS PER MFGR.**NOTE:
INSTALL PER MFGR. INSTRUCTIONS
AND SECTION R703
PROVIDE BLOCKING/NAILING
STRIP AS REQ'D.
NOTE:
INSTALL PER MFGR'S.
INSTRUCTIONS
REF. MAT. SCHED. AND ICC REPORT
STUD WALL, CONST. PER ICC-ESR#1365,
SECTION 4.3.3 AND PLANS -MIN. 2" X 6"
WOOD STUDS SPACED 16" O.C. MAX, W/. 2X
TOP PLATE AND 1 BOTTEM PLATE
EXTERIORINTERIOR
EXTERIOR FINISH PER PLAN
(1) LAYER OF LP FLAMEBLOCK
PLUS FIRE-RATED SHEATING W/.
PYROTITE LAMINATE FACING
EXTERIOR PER SECTION 4.3.3 OF
ICC ESR#1365 AND STRUCT. DWGS.
INSULATION PER T-24 & SECTION 4.3.3 OF
ICC-ESR# 1365 -MIN. R-19 GLASS FIBER
BATTS, 6 -1/4" THICK -FRICTION -FIT BATTS
BETWEEN STUDS, BLOCKING, AND PLATES
(1) LAYER 5/8" TYPE 'X' GYP. BD. PER
ICC-ESR# 1365, SECTION 4.3.3
MORTAR SETTING BED, TYPE 'S'
(MIN. 1/2", MAX. 1-1/4")
1-1/2" MAX. STONE VENEER -<15
LBS./S.F. REF. ELEV. FOR LOCATION
& HEIGHT, (COMPLY W/. CRC 703.7)
INSULATION (PER PLANS)
MORTAR JOINT, REF. EXT. ELEVS.
2x SOLID BLK'G. (AS REQ'D.)
WELDED WIRE FABRIC LATH (MIN.
1.16LBS, 0.065INCH (NO. 16 B.W.
GAUGE) 2"X2" ATTACHED W/. MIN. 0.049
INCH (NO. 18 B.W. GAUGE) TIE WIRE
SPACED MAX. 6" APART HORIZ. &
VERT. (ALT. DIAMOND MESH EXPANDED
LATH) (703.7.1)
PLYWD. SHT'G. PER STRUCT.
(MIN. 3/8" CDX)
WATER-RESTSTANANT VAPOR-
PERMEABLE BARRIER PER MFGR., MIN.
(2) LAYERS OF GRADE 'D' BLDG. PAPER
OR EQ. OVER ALL WOOD BASED
SHEATHING.
NOTE:
INSTALL PER MFGR. SPEC.
& SECTION 703.12 OF CRC 3" MIN.8" MIN.MIN.3 1/2"2" MIN.4" MIN.1" MIN.CORROSION RESISTANCE
FLASHING/WEEP SCREED PER
R703.12.2, MIN. 26 GAGE
GALVANIZED W/. 3-1/2" FLANGE
SILL PLATE, PRESSURE TREATED
SLOPE 2% MIN.
SLOPE 1% MIN.
5/8" GYP. BD. FOR 1-HR.
COND. USE 5/8" TYPE 'X'
GYP. BD. ATTACHED W/.
2-1/4" TYPE 'S' DRYWALL
SCREWS 7" O.C. (VERT.
JOINTS O/. STUDS) ABV. F.F.42" MIN.NOTE:
REF. STRUCTURAL FOR DESIGN
LOADS, CONNECTIONS AND SIZES
ARCH. & STRUCT. TO APPROVE SHOP
DWGS. OF ALL RAILING COMPONENTS
PRIOR TO FABRICATION
S.S. EXT. HANDRAIL SATIN FINISH
(CRL 'GR 15' OR EQUIV.) 55" MAX
SPAN,17" MIN. SPAN
5/8" THK. TEMP. LAMINATED GLASS
PANELS (3/4" THK. TEMP. LAMINATED
IF NO CAP) -ARCH TO APPRV. COLOR
& TINT -REF. ICC ESR 3842)
2% MIN. SLOPE
CAULK & SEAL W/. FLEX SEALANT AS REQ'D.
DECK JOISTS PER STRUCT.
S.S. KYNAR PAINTED PANELED FASCIA-
ARCH TO APPV. SEAM LAYOUT, ANCHOR
PER MFGR.
DOOR/WINDOW/FRAME
ASSMB'Y PER MFGR.
2X. SOLID BLK'G./ RIM DM. PER STRUCT.
3" S.S. CHANNEL DRAIN RECESS IN
FRAMING. G.C. TO PROVIDE ARCH W/. SHOP
DWGS. FLASH & CNTR.. FLASH TO PROTECT
WATERPROOFING
S.S BRACKET (CONN. PER STRUCT. DTLS.)
DECK FINISH PER
MAT.SCHED.
3/4" THCIK T&G EXTERIOR FINISH PER PLANS
1 -1/8" SHTG. PER STRUCT.
WATERPROOF MEMBRANE
WESTCOAT OR EQUIV. WRAP
DOWN VERT. FACE OF
BALCONY TYP.
CORROSION-RESISTANT METAL ON S.S.
FLASHING
CAULK AND SEAL AS
REQ'D. PER MFGR.
RECOMMENDATION
SSM STEP SEPARATION MOLD W/. VENTS
W/. 1/8" HOLE AND 3/4" X (Y VARIES, 3"
VISIBLE W/. HOLES) -ARCH. TO APPV.
MOCKUP -SEE CALS ON 1/A-6.0 FOR
REQUIRED NET FREE VENTILATING AREA.
ON A-6.1
PER CALC.
ON A-6.1
PER CALC.
STRUCT. BEAM AS OCCURS, REF. STRUCT.
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
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LIABILITY REGARDING ANY USE OF THESE DOCUMENTS
BY SUCH THIRD PARTY WHETHER DEPICTED OR IMPLIED
HERON.
PROJECT ADDRESS:
BRANDON ARCHITECTS
12/15/2021
ARCHITECTURAL
DETAILSSMITH RESIDENCETIM & AMBER SMITH
1821 SANDALWOOD LANE,
NEWPORT BEACH, CA 92660
CDP -3RD CHECK
300 MORNING STAR LN., NEWPORT
BEACH, CA 92660
AD-1.0
PA -2021-207
RYAN MCDANIEL, AIA
1" = 1'-0"1 ON DEMAND WATER HEATER DETAIL
3" = 1'-0"2 HANDRAIL REQUIREMENTS
3" = 1'-0"5 1-HR. EXT. STUCCO WALL ASSEMBLY
3" = 1'-0"3 STAIR REQUIREMENTS
1 1/2" = 1'-0"4 GUARDRAIL REQUIREMENTS
3" = 1'-0"6 STUCCO WEEP SCREED
1 1/2" = 1'-0"7 1-HR. SEPARATION WALLS/FLOORS
1" = 1'-0"9 INTERIOR STAIR TREAD & RISER
3" = 1'-0"10 EXTERIOR DECK WATERPROOFING
1/2" = 1'-0"17 SHOWER DTL. (TYP.)
3/4" = 1'-0"22 FACTORY BUILT FIREPLACE DTL.
1" = 1'-0"14 EXT. GLASS GUARDRAIL
1" = 1'-0"21 CHIMNEY SHROUD REQT'S.
3" = 1'-0"16 TPO PARAPET DETAIL @ STONE
3" = 1'-0"24 TPO PARAPET DETAIL @ STUCCO
3" = 1'-0"18 VERTICAL WOOD SIDING
1 1/2" = 1'-0"23 SKYLIGHT DETAIL
3" = 1'-0"11 CHANNEL DRAIN AND OVERFLOW DTL.
NO. REVISION DATE
3" = 1'-0"19 METAL CLADDING
3" = 1'-0"15 LP FLAMEBLOCK EXT. (1-HR WALL)
1 1/2" = 1'-0"8 ADHERED MASONRY VENEER
1" = 1'-0"13 EXT. GLASS GUARDRAIL @ BALCONY