The URL can be used to link to this page

Home My WebLink AboutPA2021-207_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 BR A N D O N ARCHITECT 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 SURVEYOR AR C H I T E C T S , I N C . BRANDON ARCHITECTS 12/15/2021 TITLE SHEET SM I T H R E S I D E N C E TIM & 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 I S D R . E V E N I N 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.) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) MORNING STAR LANE℄ LOT 165 LOT 166 TRACT NO. 4224 M.M. 157/1-14 [BASIS OF BEARINGS] LOT 167 N88°56'03"E 449.19'N0 1 ° 0 3 ' 5 7 " W 10 . 0 0 ' N3 4 ° 3 0 ' 0 0 " E 5 0 . 0 0 ' N3 4 ° 3 0 ' 0 0 " E 1 0 0 . 0 0 ' N88°56'03"E 100.00' N0 1 ° 0 3 ' 5 7 " W 4 1 . 5 1 ' N 3 9 ° 0 0 ' 0 0 " W 1 0 2 . 0 8 ' Δ = 5 4 ° 2 6 ' 0 3 " R = 5 0 . 0 0 ' L = 4 7 . 5 0 ' BASIS OF BEARINGS BENCHMARK INFORMATION BENCHMARK NO: 1E-116-99 DESCRIBED BY OCS 2001 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB6-14-70", SET IN THE SOUTHWEST CORNER OF A 5 FT. BY 5 FT. CONCRETE PAD WITH MANHOLE. MONUMENT IS LOCATED ALONG THE EASTERLY SIDE OF SANTIAGO DRIVE AT ITS INTERSECTION WITH NOTTINGHAM ROAD, 32.5 FT. SOUTHERLY OF THE CENTERLINE OF NOTTINGHAM ROAD AND 22 FT. EASTERLY OF THE CENTERLINE OF SANTIAGO MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 70.275 FEET (NAVD88), YEAR LEVELED 1992 VICINITY MAP GRAPHIC SCALE LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF 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 MAP RECORDED IN BOOK 157, PAGES 1-14 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PAUL D. CRAFT, P.L.S. 8516 DATE NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. LICENSE RENEWAL DATE 12/31/22 S T A TE OF C A L I F O R N IA P AUL D O M I NICK C R A FT Exp. 12/31/22 No. 8516P ROFE S S I O N A L LAND S U R V E YOR CONCRETE SURFACE 1 1 TO P O G R A P H I C M A P 30 0 M O R N I N G S T A R L A N E NE W P O R T B E A C H , C A 9 2 6 6 0 AP N : 1 1 7 - 7 2 1 - 1 6 LEGEND EXISTING ELEVATION( ) AC ASPHALT PAVEMENT TEMPORARY BENCHMARKTBM WATER VALVEWV BLOCK WALL LC CENTERLINE GM GAS METER FS FL FINISHED SURFACE FLOWLINE SET ON A WATER METER (WM) HU N T I N G T O N B E A C H , C A L I F O R N I A 9 2 6 4 6 PH O N E : ( 7 1 4 ) 4 8 8 - 5 0 0 6 F A X : ( 7 1 4 ) 3 3 3 - 4 4 4 0 A P E X L S I N C @ G M A I L . C O M SEWER MANHOLESMH ELEVATION = 12.74 FEET SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. SURVEYOR'S NOTES FF FINISH FLOOR NG NATURAL GROUND TOP OF CURBTC SEARCHED, FOUND NOTHING; SET NOTHING THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF MORNING 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 COUNTY SURVEYOR. ACU AIR CONDITIONING UNIT CLF CHAIN LINK FENCE EMH ELECTRICAL MANHOLE EP EDGE OF PAVEMENT ELP ELECTRICAL PANEL EPB ELECTRICAL PULL BOX EG EDGE OF GUTTER MH MANHOLE PEQ POOL EQUIPMENT STREET LIGHT PULL BOXSLPB WATER METERWM TOP OF DECKTD CHAIN LINK FENCE (CLF) WROUGHT IRON FENCE (WIF) CATV CABLE TV BOX TOP OF WALLTW FH FIRE HYDRANT PC PALM TREE CLUSTER FOUND MONUMENT ITEM 8: AN EXCLUSIVE PERPETUAL EASEMENT AND RIGHT OF WAY AFFECTING SAID LAND, FOR CONSTRUCTION, INSTALLATION, USE, MAINTENANCE, ALTERATION, ADDITION, REPAIR, REPLACEMENT, REMOVAL, SERVICE, AND OTHER OPERATIONS WITH RESPECT TO COMMUNITY ANTENNA TELEVISION SYSTEMS, INCLUDING ALL CABLE EQUIPMENT AND RELATED SYSTEMS AND INCIDENTAL PURPOSES, RECORDED IN BOOK 7307 PAGE 872, OF OFFICIAL RECORDS. (BLANKET IN NATURE; NOT PLOTTED HEREON) ITEM 9: AN AIR OR FLIGHT EASEMENT, SOMETIMES REFERRED TO AS AVIGATION RIGHTS, AFFECTING THE AIR SPACE ABOVE A PLANE OF 500 FEET OVER SAID LAND, GRANTED TO THE COUNTY OF ORANGE BY AN INSTRUMENT RECORDED MARCH 17, 1964 IN BOOK 6965 PAGE 721, OFFICIAL RECORDS. (BLANKET IN NATURE; NOT PLOTTED HEREON) ITEM 13: RIGHTS AND EASEMENTS FOR COMMERCE, NAVIGATION AND FISHERY. (NOT PLOTTED HEREON; INSUFFICIENT DOCUMENTATION) ITEM 14: EASEMENT FOR PUBLIC UTILITIES AND INCIDENTAL PURPOSES AND RIGHTS INCIDENTAL THERETO AS DELINEATED OR AS OFFERED FOR DEDICATION ON THE MAP OF SAID TRACT/PLAT, RECORDED AS BOOK 157, PAGES 1 TO 14 INCLUSIVE 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, AND OTHER OPERATIONS WITH RESPECT TO COMMUNITY ANTENNA TELEVISION SYSTEMS, INCLUDING ALL CABLE EQUIPMENT AND RELATED SYSTEMS AND INCIDENTAL PURPOSES, RECORDED IN BOOK 12378 PAGE 1720, OF OFFICIAL 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 ARTICLE VIII OF THE DECLARATION OF COVENANTS, CONDITIONS AND RESTRICTIONS HEREINAFTER DESCRIBED, TOGETHER WITH THE RIGHT TO CONVEY SAME, PROVIDED, HOWEVER, THAT THE EXERCISE OF SUCH RIGHTS DOES NOT UNREASONABLY INTERFERE WITH GRANTEE'S REASONABLE USE AND ENJOYMENT OF SAID LOT AS RESERVED IN DEED RECORDED IN BOOK 12378, PAGE 1720, OFFICIAL RECORDS.(NOT PLOTTED HEREON; INSUFFICIENT DOCUMENTATION) ITEM 17: EASEMENT, FOR INGRESS, EGRESS, PIPELINES, OR PUBLIC UTILITIES AND INCIDENTAL PURPOSES, AS DISCLOSED BY INSTRUMENTS OF RECORD, AFFECTING ONLY THE "COMMON AREA". (NOT PLOTTED HEREON; INSUFFICIENT DOCUMENTATION) TITLE REPORT/EASEMENT NOTES 300 MORNING STAR LANE NEWPORT BEACH, CA 92660 (APN: 117-721-16) TITLE REPORT PROVIDED BY CHICAGO TITLE, ORDER NUMBER 58602108364. TOP OF BULKHEADTB TOP OF COLUMNT.COL 12/20/2021 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) W/ D . R E F . DW TR DW TR R @ 0' - 7 7/16"21 Construction Notes: A. Contractor shall examine the site of proposed work noting existing conditions and proposed work as shown on the plans. Notify landscape designer of discrepancies B. Contractor shall stake proposed work prior to construction for review by landscape designer C. Protect existing utilities, paving and structures from damage. Trenching adjacent to existing tree drip lines to be done by hand to avoid root damage D. Construction and installation of all landscape items shall be according to State, County, and Local codes, Ordinances and up to CAL_OSHA safety orders regarding performance of work E. Contractor to obtain required permits and comply with applicable codes F. All Concrete edges to be 1/8" trowel G. All Stucco edges to be 1/8" trowel H. Contractor is responsible for damage to underground utilities and shall replace or repair same required at contractors expense I. Contractor shall assemble material samples including: flagstone, gravel, DG, stains, Stucco, etc. for review by owner and landscape designer prior to construction J. coordinate electrical, low voltage, and irrigation conduit sleeves prior to installation of new pavement. K. Contractor to coordinate work with other trades L. Verify grades and elevations in field and notify landscape design of discrepancies M. Contractor to review site for proper drainage and report apparent problems to landscape designer N. Contractor to verify location of any surface drains in concrete surface prior to pour for location verification by owner and landscape designer O. Contractor shall install this project utilizing the landscape industries B.M.P. Best Management Practices P. Contractor to Provide Direct Drainage, Low Voltage, and Irrigation to All Pots Q. 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/CONSTRUCTION NOTEBOOK AND AGREES TO BUILD PER THE SPECIFICATIONS IN THE NOTEBOOK Landscape Plan SCALE: 1/8" =1'-0" 1. Limestone Paving in a Running Bond Pattern, TBD a. Grout Color: TBD b. Grout Spacing: TBD 2. Azek 'Weathered Teak' Wood Decking 3. Smooth Sand Finish Concrete, Davis ‘Miami Buff’ 4. 2"sq. Portuguese Cobble Stone Driveway w/ Metal Edge, TBD a. Grout Color: TBD b. Grout Spacing: TBD 5. Sunken Built-In Bench. See Sheet L-3, Sunken Built-In Bench Elevation 6. Fire Pit, See Sheet L-3, Fire Pit Elevation 7. Side Gate. See Sheet L-3, Side Gate/Fence Elevation 8. 36" Built-in BBQ and Waterfall Edge Counter. See Sheet L-3, BBQ Counter Elevation 9. Vessel Fountain. See Sheet L-3, Limestone Vessel Fountain Elevation 10. 42" HT Glass Rail per Architect 11. Entry Steps for Pool 12. Submerged Built-In Pool Stools 13. (2x) Deep Seat Chairs and (1x) 20” Side Table 14. N/A 15. 4'dia. Table with 7' Umbrella 16. (2x) Double Chaise Lounge Chairs with (1x) 7' Umbrella 17. 5'x9' James de Wulf Concrete Ping Pong Table 18. 42"ht. Glass Gate for Dock Access. Gate to match Glass Guardrail Elevation 19. Artificial Turf: Tiger Turf 'Diamond Pro' 20. Fence and Gate. See Brandon Architects Details & Elevations 21. N/A 22. Pool. Infinity Edge on Bay Side and Lautner Knife Edge on Property Side a. Plaster: TBD b. Waterline Tile: TBD c. Coping: Azek 'Weathered Teak' Wood Planks 23. Spa Spillway to Pool 24. Pool Shallow End 25. Pool Deep End 26. 6'x10' Spa a. Plaster: TBD b. Waterline Tile: TBD c. Coping: Azek 'Weathered Teak' Wood Planks 27. Access to Dock 28. Pool Infinity Edge Catch Basin (30" Below Pool Deck F.S.) a. Finish Surface, TBD 29. 2"thk. Limestone Tread and Limestone Risers, TBD a. Grout Color and Spacing TBD 30. Espalier Wire for Vines. See Sheet L-3, Vine Espalier Elevation 31. Outdoor Shower and Bench. See Sheet L-3, 42" HT. Outdoor Shower and Bench Elevation a. Contractor to Provide Deck Drain for Outdoor Shower 32. N/A 33. Pool Equipment Vault per Pool Contractor 34. AC Unit Location 35. Existing 5'ht. Wrought Iron Fence 36. 30"ht. Retaining Wall, Wrap with Smooth Stucco to Match House 37. 24" Garden Pot with (1x) 15 gal. Pachycereus schottii 38. Sea Wall, Wrap with Smooth Stucco to Match House 39. Steps, Wrap with Azek 'Weathered Teak' Wood Planks 40. Proposed Perimeter Wall per Architect HARDSCAPE LEGEND Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-1 11 1 1 1 1 1 1 1 1 2 39 2 3 3 20 5 6 7 7 8 20 26 10 37 11 11 12 13 15 16 17 19 4 9 22 23 24 25 24 27 28 28 28 29 10 39 30 30 30 31 31 34 35 36 38 38 18 Pool Equipment must meet the sound decibel rating standards of the City. General Notes: A. Pool / Spa equipment is required to meet the City of Newport Beach sound decibel rating standards. 2.1./29.3.4. 22./26. A 22./26. B19. Prescriptive Compliance Notes: Total Landscape Area - 675 S.F. a. Turf - No Turf b. Plant Material - 675 S.F. Project Type - Private Residential Property Owner - Tim Smith Water Supply Type - City of Newport Beach *See Sheet L-6 for MWELO Compliance 10' F.Y.S . B 6' F.Y.S.B 6' S. Y . S . B 6' S.Y . S . B 29 40 40 40 40 33 28 BBQ Countertop Can Not Exceed 42"ht. PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) W/ D . R E F . DW TR DW TR R @ 0' - 7 7/16"21 Trachelospermum jasminoides Star Jasmine Senecio vitalis Narrow-Leaf Chalksticks Sesleria autumnalis Autumn Moor Grass Sesleria autumnalis Autumn Moor Grass Senecio decaryi Madagascar Senecio Westringia fruticosa 'Smokey' Coast Rosemary Buxus sempervirens 'Globe' Japanese Boxwood Globe Westringia fruticosa 'Morning Light' Coast Rosemary Westringia fruticosa 'Grey Box' Dwarf Coast Rosemary Pennisetum 'Fairy Tails' Evergreen Fountain Grass Agave 'Blue Glow' Blue Glow Agave Miscanthus sinensis 'Adagio' Adagio Maiden Grass Crassula arborescens spp. Crassula 'Blue Waves' Arbutus marina 'Multi' Marina Strawberry Tree 15 gal. 1 gal. @ 14" o.c. 1 gal. 1 gal. @ 14" o.c. 5 gal. 5 gal. 24" box 5 gal. 5 gal. 5 gal. 15 gal. 5 gal. 1 gal. 48" box 6 58 25 120 14 6 5 10 9 3 9 1 18 2 Trees Ligustrum japonicum 'Texanum' Waxleaf Privet Cone (Provide a 30" Deep Linear Root Barrier) 5 gal.46 Shrubs +edges 9ines Si]e 4uantity Si]e 4uantity Si]e 4uantity Si]e 4uantity Dymondia margaretae Dymondia Dirt Flats 3 Groundcovers Si]e 4uantity Dracaena marginata Dragon Tree 36" box 2 Citrus limon x 'Meyeri' Dwarf Lemon Tree 24" box 1 Citrus aurantifolia Dwarf Lime Tree 24" box 1 Citrus x 'Paradisi' Dwarf Ruby Red Grapefruit 24" box 1 Pachycereus schottii Senita Cactus 15 gal.1In Pot Installed +eight Mature +eight Maintained +eight 10'20'-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 +eight Mature +eight Maintained +eight Installed +eight Mature +eight Maintained +eight Installed +eight Mature +eight Maintained +eight Installed +eight Mature +eight Maintained +eight Matteuccia struthiopteris Ostrich Fern 5 gal.9 3'3'-6'4'-5' Furcraea macdougalii MacDougall's Century Plant 5 gal.7 4'6'5' Planting Plan SCALE: 1/8" =1'-0" Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-2 Planting Notes: A. Tall growing palm trees that do not detract from the view of any lot may therefore be allowed to exceed fourteen feet (14’) in height, provided that they get trimmed annually and dead fronds are removed from the trees. Trimming must be done in an upward cone shaped manner (11 and 1 o’clock) to allow new growth. Species of palms which are not tall growing will be limited in height to fourteen feet (14’). Where palm trees are planted, the number of trees which may be allowed to exceed fourteen feet (14’) will be limited to one (1) palm tree per 2500 square feet of building pad including the parkway grass area. B. In cases where a tree or shrub on the lot exceeds fourteen feet (14’) in height and detracts from the view of any lot, the Homeowner will be required to either remove the tree or shrub or trim or top the tree or shrub so that the maximum height of the tree or shrub does not exceed fourteen feet (14’). If, after such trimming or topping to a maximum height of fourteen feet (14’), the tree or shrub continues, in the reasonable belief of the Landscape Committee to detract from the view of any other lot, the Homeowner shall be required to remove, or further trim, top or prune the tree or shrub until the view detraction is abated. Provide 30" Deep Linear Root Barrier Provide 30" Deep Linear Root Barrier PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) Legend 1.42" Grill - LYNX - L700PSR with 42" Access Door - LYNX LDR42T-4 Below 2. Caesarstone Quartz Countertop with Waterfall Edge, TBD 3. Vertical Thermory Wood at Randomized 2", 3",and 6" Sizes, Color to Match Architecture 4. Finish Surface 5. N/A Scale: BBQ Counter Elevation 1/2"=1'-0" 2 3 41 Section-Elevation 'A' Scale: Sunken Built-in Bench Elevation 1/2"=1'-0" 1. Bench Face - Azek 'Weathered Teak' Wood Planks 2. Bench Back - Azek 'Weathered Teak' Wood Planks 3. 3" Custom Cushion w/ Throw Pillows 4. Adjacent Fire Pit - See Separate Detail 5. Adjacent Steps - Refer to Plan 6. Adjacent Wood Decking - Refer to Plan 7. Finish Surface 8. Adjacent Steps to Spa - Refer to Plan Legend 7321456 8 Scale: Limestone Vessel Fountain Elevation 1/2"=1'-0" 1. Fountain Light 2. 3'dia. x 24"ht. Salvaged Limestone Trough - Designer to Source 3. Custom Spout - Designer to Source 4. Finished grade Legend4213 21345 1. Wood Gate, Vertical Thermory Wood at Randomized 2", 3",and 6" Sizes, Color to Match Architecture 2. Wood Fence, Vertical Thermory Wood at Randomized 2", 3",and 6" Sizes, Color to Match Architecture 3. Emtek 'Rectangular Helios Key in Leverset' Gate Lever with Latch and Strike Plate 4. (3x) Emtek 4" x 4", 1 4" Heavy Duty Ball Bearing Hinge 5. Finished Surface Legend Scale: Side Gate/Fence Elevation 1/2"=1'-0" Scale: Vine Espalier Elevation 1/2"=1'-0" 1. Adjacent Wall 2. Steel Wires with Eye Hooks 3. Finished Floor Grade Legend312 Legend 1. Tile with a Schluter Edge, TBD 2. Exposed Shower Hardware with Wand, Outdoor Company, #DVA-L-1WMHC-FS, Finish: TBD 3. Robe Hooks, Rejuvenation, Single J Hook, #C101382, Finish: TBD 4. Surface Drain 5. Finish Surface 6. Small 12" Deep Bench. Polished Concrete Cap, Davis 'Miami Buff' with a Smooth Stucco Face to Match Architecture Scale: Outdoor Shower & Bench Elevation 1/2"=1'-0" 21 35 4 6 Elevations Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-3 2' 5' 6' - 6 " 3' 5' 2' - 6 " 1' - 6 " 543 1. Vertical Thermory Wood at Randomized 2", 3" and 6" Sizes, Color to Match Architecture 2. Polished Concrete Cap, Davis 'Miami Buff' 3. Wilshire - Small Lava Rock 4. Contractor to Custom Build Thermory Wood Plank Cover for Fire Pit Media 5. Finish Surface Legend Scale: Fire Pit Elevation 1/2"=1'-0" 21 1' - 6 " 1./2.2.3. 2.3. 1. 3.1./2. 1. PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) W/ D . R E F . DW TR DW TR R @ 0' - 7 7/16"21 Symbol Description Product#Finish Type Qty Path Lights GSD-14-1-MBR Matte Bronze 12v LED 15 Regular Uplights GSD-11-1-MBR Matte Bronze 12v LED 7 Step Light GSD-15-2-MBR Matte Bronze 12v LED 18 Small Up Lights GSD-11-2-MBR Matte Bronze 12vLED 2 Pool / Lights IntelliBrite 5g Silver 120V LED 2 Spa Lights IntelliBrite 5g Silver 120V LED 1 LIGHTING LEGEND Lighting Plan SCALE: 1/8" =1'-0" Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-4 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) W/ D . R E F . DW TR DW TR R @ 0' - 7 7/16"21 P.O.C. NOTE: INSTALL NEW 1-1/4" IRRIGATION MAINLINE INSIDE PROPERTY LINE. SHOWN OUTSIDE PROPERTY FOR DIAGRAMMATIC PURPOSES ONLY. CONTRACTOR TO FIELD VERIFY WATER METER LOCATION and ADEQUATE PRESSURE AT WATER METER PRIOR TO CONSTRUCTION / TRENCHING. INSTALL IRRIGATION SUPPLY LATERALS AND MAINLINE INSIDE PROPERTY IN PLANTING AREA. SHOWN OUTSIDE PROPERTY FOR DIAGRAMMATIC PURPOSES ONLY. (TYP.) A1 3/4" 5.2 DRIP 517 A2 3/4" 0.2 TREE DRIP 20± EXISTING DOMESTIC WATER METER EXISTING DOMESTIC HOUSE LINE W A IRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION AND STATION AVAILABILITY. NEW CONTROLLER AND/OR ADDITIONAL EXPANSION MODULES MAY BE REQUIRED. IF NEW CONTROLLER IS REQUIRED CONTRACTOR TO VERIFY FINAL LOCATION W/ HOMEOWNER. REMOTE CONTROL VALVES SHOWN ON MAINLINE FOR DIAGRAMMATIC PURPOSES ONLY. IRRIGATION CONTRACT`OR TO COORDINATE FINAL LOCATION OF R.C.V. MANIFOLD WITH HOMEOWNER PRIOR TO INSTALLATION/TRENCHING. INSTALL DRIPPER RING AT TREE LOCATIONS ON SEPARATE VALVE. SEE PLANTING PLAN FOR FINAL LOCATIONS. A3 3/4" 3.1 DRIP 307 A4 3/4" 0.2 TREE DRIP 20± A A F F F F F F F F SLO-CLOSE SERIES BALL VALVE. SIZE per LINE A IRRIGATION CONTRACTOR TO VERIFY CONTROLLER LOCATION AND STATION AVAILABILITY. NEW CONTROLLER AND/OR ADDITIONAL EXPANSION MODULES MAY BE REQUIRED. IF NEW CONTROLLER IS REQUIRED CONTRACTOR TO VERIFY FINAL LOCATION W/ HOMEOWNER. WATER METER EXISTING DOMESTIC WATER METER. CONTRACTOR TO FIELD VERIFY LOCATION AND ADEQUATE PRESSURE PRIOR TO COMMENCING IRRIGATION WORK. NO SYMBOL INSTALL WIRELESS RAIN-CLIK and CONNECT to CONTROLLER. INSTALL PER MANUFACTURER'S SPECIFICATIONS. AS APPROVEDNO SYMBOL NO SYMBOL SPEARS DBY DIRECT BURIAL WATER-PROOF WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DS-400 PRE-FILLED WIRE CONNECTORS FOR USE ON ALL WIRE CONNECTIONS NO SYMBOL 3M LASCO IRRIGATION CONTROLLER HUNTER HEAVY DUTY HOSE BIB. PER CONTRACTOR. IRRIGATION CONTRACTOR TO COORDINATE FINAL LOCATIONS WITH HOMEOWNER PRIOR TO INSTALLATION. HUNTER FOR IRRIGATION DETAILS SEE SHEETS L-7 and L-8 FOR IRRIGATION SPECIFICATIONS SEE SHEET L-9 PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND 12" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC.. 1 1 4" IRRIGATION PRESSURE MAINLINE SCH. 40 PVC - BURY MIN. 18" BELOW GRADE. with SCHEDULE 80 FITTINGS NON-PRESSURE LATERAL SCH 40 PVC with SCHEDULE 40 FITTINGS UP TO 1 12" - BURY MIN. 12" BELOW GRADE (SIZE AS NOTED ON PLAN). AS APPROVED AS APPROVED AS APPROVED GPMVAL.# SIZE TYPE Sq. Ft. NO SYMBOL IRRIGATION UTILITIES & VALVES IRRIGATION CONTROLLER IRRIGATION PIPING VALVE KEY REFERENCE NOTES IRRIGATION MISCELLANEOUS EQUIPMENT DRIPLINE AUTOMATIC LINE FLUSH VALVE. - PROVIDE SCH 40 SOLVENT- WELD BALL VALVE FOR FLUSH OFF OF PCV EXHAUST MANIFOLD PIPE, INSTALL FLUSH VALVE INSIDE 6" ROUND VALVE BOX, ONE AT THE END OF ANY DRIPLINE LATERAL or PVC EXHAUST HEADER. MULTIPLE FLUSH VALVES MAY BE REQUIRED WITHIN DRIPLINE LAYOUT. ALWAYS INSTALL VALVES IN OPPOSITE DIRECTIONS OF THE PVC/DRIP CONNECTION MANIFOLD. USE HUNTER FITTINGS FOR CONNECTION BETWEEN PVC LATERAL LINES AND DRIPPERLINE TUBING. NON-PRESSURE LATERAL SCH. 40 SUPPLY LATERAL. NOTE: EXHAUST LATERALS NOT SHOWN. PLD-ARV-075 AIR/VACUUM RELIEF VALVE INSTALLED with COMBINATION TEE AND A 3/4" x 1/2" REDUCER BUSHING, INSTALL AIR RELIEF ASSEMBLY INSIDE A 6" ROUND VALVE BOX AT THE HIGH POINT OF EACH PLANTER, MIN. 1 ARV PER 500' OF DISTRIBUTION TUBING. USING AIR RELIEF LATERAL, CONNECT AIR RELIEF VALVE TO 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 RELIEF VALVES SHOWN DIAGRAMMATICALLY, INSTALL EMITTER BOX: 18" MIN. FROM PAVING/WALLS AND AT HIGH POINTS OF PLANTER AREA. PCZ-101 AND ACZ-075. 1" AND 3 4" ANTI-SIPHON REMOTE CONTROL VALVES FILTER SYSTEM. HUNTER - PLD-ESD-06-12 SUB-SURFACE DRIPLINE TUBING 0.6 GPH EMITTERS at 12" ON CENTER SPACING- ALL TUBING SHALL BE INSTALLED 4" MINIMUM BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (4) FEET ON CENTER; VERIFY THE LAYOUT AND 12" MIN. ON CENTER SPACING IN THE FIELD PRIOR TO STARTING WORK. INSTALL SUB-SURFACE DRIP IRRIGATION SYSTEM per MANUFACTURER'S SPECIFICATIONS. A SUB-SURFACE DRIP IRRIGATION PIPE SIZE BLANK TUBING or 1/2" PVC0 - 5 GPM ZONE FLOW 8.1 - 13 GPM 1 1/2" PVC 5 - 8 GPM 3/4" PVC 1 1/4" PVC13.1 - 22 GPM 22.1 - 30 GPM 1" PVC DRIPPERLINE SUPPLY/EXHAUST PIPE SIZING: HUNTER AS APPROVED NETAFIM HUNTER HUNTER TREE DRIPPER RING: PLD--ESD-06-12-R SUB-SURFACE DRIPLINE TUBING 0.6 GPH EMITTERS at 8" ON CENTER CONCENTRIC RING SPACING AROUND BASE OF TREE - ALL TUBING SHALL BE INSTALLED 4" MINIMUM BELOW FINISHED SOIL GRADE W/ 9" WIRE STAKES FIVE (4) FEET ON CENTER. SEE DETAIL. PRO-ASV 3/4" and 1" - REMOTE CONTROL VALVE with FLOW CONTROLHUNTER IRRIGATION LEGEND F Irrigation Plan SCALE: 1/8" =1'-0" Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-5 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) Irrigation Calculations Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.16.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-6 GENERAL IRRIGATION NOTES PRESSURE LOSS CALCULATION Hydrozones (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.A MAWA = (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 BELOW o 13,376 gallons/year WATERING SCHEDULE NOTES: · THIS SCHEDULE IS INTENDED AS A STARTING POINT ONLY. · THE IRRIGATION CONTRACTOR SHALL ADJUST RUN TIMES FOR ACTUAL SITE CONDITIONS and MICRO-CLIMATES. · SPLIT RUN TIMES MAY BE REQUIRED for SLOPE CONDITIONS and VARYING SOIL INFILTRATION RATES. · APPLICATION RATE SHALL NOT EXCEED THE INFILTRATION RATE of THE SOIL. · IRRIGATION RUN-TIMES SHALL be BETWEEN THE HOURS of 8:00 P.M. AND 10:00 A.M. IRRIGATION CONTROLLER SCHEDULE 9,009 gallons/year IRRIGATION SCHEDULE: DRIPPERLINE with an AVERAGE PRECIPITATION RATE of 0.6"/hr. TOTAL SYSTEM LOSS: P.O.C. # FRICTION LOSS CALCULATIONS FLOW METER CONTROL VALVE MASTER VALVE METER ELEV. H.G.L. PSI PSI PSI PSI WATER METER NO. ELEVATION SIZE STATIC PRESS.HIGH LOW INFO. SOURCE: PHONE: DATE OF INFO. .433 =X REMOTE CONTROL VALVE No.SIZE MAX. DEMAND GPM ELEV. OF HIGHEST HEAD PRESS. AT RCV PSI QTY. SIZE PRESS. REGULATOR (FALL OFF)PSI WATER METER PSI BACKFLOW PREVENTER PSI GATE VALVE PSI MAINLINE PSI MAINLINE PSI MAINLINE PSI MAINLINE PSI LATERAL LINE LATERAL LINE LATERAL LINE PSI PSI PSI LATERAL LINE PSI FITTING LOSS (10%)PSI ELEVATION CHANGE (+/-)PSI PRESSURE TO OPERATE HEAD PSI TOTAL PRESSURE REQUIRED:PSI LOWEST STATIC PRESSURE AVAILABLE PSI PRE-SET REGULATED PRESSURE (IF REQ'D)PSI RESIDUAL WATER PRESSURE PSI PARCEL 2 LOT 4 3/4" N/A ±± - - - N/A - -- A1 1" 4.1 - - 1 3/4"0.4 - -- - -- - -- - -- 1 LINE - 65' 1 1/4"0.5 - -- - -- - -- 1 1"0.2 - -- - 1 1/4"- ± 1".4 ± 3/4"0.6 0.2 - 2.5 30 32.5 - - 10-15 MAXIMUM DEMAND FEB JAN 34 min. SCHEDULING DATAPRECIP. RATE MAR 40 min. 24 min..60" / hr. APR 48 min. MAY 51 min. JUN 54 min. JUL 57 min. AUG 57 min. SEP 22 min. " OCT 40 min. NOV 23 min. DEC " " " " " " " " " " TWICE WEEKLY MAXIMUM 21 min. TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM TWICE WEEKLY MAXIMUM PLANT WATER REQ. A HYDROZONE B REFERENCE PERIOD 31 DAYS C REFERENCE Eto INCHES D LANDSCAPE CO: K 1 PLANT FACTOR: K 2 VEGE. DENSITY 3 MICROCLIMATE E LANDSCAPE ET INCHES F AVERAGE DAILY ET INCHES IRRI PERFORMANCE VALUE UNITS G PRECIP RATE 0.600 IN./HR. H DISTRIB. UNIFORMITY 0.65 DECIMAL I SCHEDULE MULTIPLIER SCHEDULING PARAMETERS J IRRIGATION INTERVAL 3.5 DAYS K WATER TO APPLY INCHES L 36 MINUTES M 57 MINUTES N SELECTED RUN TIME MINUTES O CYCLE STARTS: a TIME TO RUNOFF N/A OR b SITE CONDITION 2 CYCLES 1 SOIL CATEGORY 2 - 2 SLOPE 0 - 3 COMPACTION 0 - 4 SPRINKLER TYPE 0 - SUMMARY WATER APPLIED INCHES INTERVAL DAYS CYCLES PER DAY MINUTES PER CYCLE 29 MINUTES THESE IRRIGATION SCHEDULES ARE FOR TWICE WEEKLY IRRIGATION PER CITY OF NEWPORT BEACH REQUIREMENTS. THE UPPER BOUNDARY IRRIGATION RUN TIME HAS BEEN SELECTED FOR THE INITIAL PLANT ESTABLISHMENT PERIOD (MINIMUM ONE YEAR). ONCE PLANTS ARE ESTABLISHED THE RUN TIMES MAY BE SHORTENED TO THE LOWER BOUNDARY. ROUTINE PLANT OBSERVATION AND MAINTENANCE ARE REQUIRED FOR OPTIMAL PLANT HEALTH. VALUE UNITS IRRIGATION SCHEDULE SAMPLE: JULY 5.3 ETo for DRIP VALUE UNITS VALUE UNITS THIS IRRIGATION SYSTEM HAS BEEN DESIGN FOR A PRESSURE OF 55 PSI. IF THE WATER PRESSURE VARIES BY MORE THAN 20% THE CONTRACTOR SHALL CONTACT THE LANDSCAPE ARCHITECT ON HOW TO PROCEED. FAILURE TO DO SO WILL ALL REPAIRS/REPLACEMENTS ON THE RESPONSIBILITY OF THE CONTRACTOR. RCV STATION ETO PLANT FACTOR HYDROZONE AREA (SQ. FT.)CONV. FACTOR IRRIGATION EFFICIENCY Gallons/Year A1 0.62 A2 0.62 A3 0.62 A4 0.62 DRIP 81% 81% 81% 81% 5,390 TREE DRIP WATER USE MAR.JAN FEB.APR. MAY JUN. JUL.DEC.AUG. SEP.NOV.OCT. = 45.4 C.I.M.I.S. STATION: NEWPORT BEACH ET DATA MONTHLYo 9,009 = DRIP 2.6 2.5 3.5 4.2 5.0 4.7 5.3 5.3 4.5 3.3 2.5 2.0 TOTAL 1. 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 BIDDING AND 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 THEIR PROVISIONS 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 OF UTILITIES, 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'S REPRESENTATIVE. 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 PLANS WERE 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 ANY FIELD 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 AND INSTALLATION. 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.CONTRACTOR SHALL 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 SIZE REQUIRED 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 WITHIN 18" 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. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS, REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND 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 CONTROLLER MANUFACTURERS 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 TO COMMENCING 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 PAINT RESISTANT 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 ADD SPRINKLER 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 LAYOUT WITH 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 COMMENCING WORK. 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 VALVE LOCATION 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 ISOLATION VALVES 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 AUTHORIZED REPRESENTATIVE 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 MAKE PROJECT 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, WALK OR 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 LEAST ONCE ANNUALLY, AND NECESSARY ADJUSTMENTS MADE TO COMPLY WITH MANUFACTURER SPECIFICATIONS IS RECOMMEND. 209 3,201 300 Morning Star Ln., Newport Beach, CA Newport Beach Newport Beach Newport Beach Newport Beach Newport Beach Eric Fenmore 08.03.2021 932954 2732 East Coast Highway, Suite A, Corona Del Mar, CA 92625 949.673.5450 eric@diglandscapeconstruction.com TREE DRIP 209 I agree to comply with the requirements of the prescriptive compliance option to the MWELO PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.14.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-7 SURFACE MOUNTING BRACKET WIRELESS RAIN SENSOR WIRED NORMALLY CLOSED MOUNTING SCREW (1 OF 2) WIRE TO IRRIGATION CONTROLLER - UNLESS WIRELESS SPECIFIED. MOUNT IN AN AREA THAT WILL BE EXPOSED TO UNOBSTRUCTED RAINFALL, BUT NOT IN THE PATH OF SPRINKLER SPRAY. 1 3 1 4 2 3 4 5 SECTION/ELEVATION LEGEND: NOTE: D RAIN SENSOR Scale: N.T.S. WITH RECOMMENDED TOOL CONNECTOR INSERT CRIMP COPPER SLEEVE INSTALLED STRIP AND TWIST WIRES FOR PROPER CONNECTION NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. OUTER CASE OF CONNECTOR LOW VOLTAGE WIRES, 3 MAXIMUM SECTION E BALL VALVE Scale: N.T.S. CL 6" 3" LEGEND: VALVE BOX INDENTIFICATION (SEE DETAIL THIS SHEET) FINISHED GRADE DO NOT INSTALL IN TURF AREA. PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT NUT AND WASHER. HEAT BRAND "GV" ONTO LID. FINISHED GRADE IN TURF AREA GATE VALVE BRICK SUPPORTS 6" PVC CL. 160 PIPE ONE CUBIC FOOT 3/4" CRUSHED GRAVEL SCH 40 PVC COUPLING SCH 40 COUPLING IRRIGATION MAINLINE SCH 80 PVC T.O.E. NIPPLE, 6" LONG 1 1 2 3 4 9 10 8 7 6 5 2 3 4 5 6 7 8 9 10 11 C 4" 4" BA 24" 12"18" 4" TO 6" IN SIZE 1/2" TO 3" IN SIZE DIMENSION C B C C A CC H PIPE INSTALLATION Scale: N.T.S. 1 LEGEND: 1 FINISH GRADE CLEAN COMPACTED BACKFILL NON-PRESSURE LATERAL LINES, SEE SPECIFICATIONS CONTROL WIRES, SEE SPECIFICATIONS UNDISTURBED SOIL PRESSURE MAINLINE, SEE SPECIFICATIONS NOTE: LATERAL LINES SHALL BE INSTALLED PITCHED AT 1% SLOPE TO DRAIN TO LOW POINT FOR WINTERIZATION 2 3 4 5 6 1. F WIRE CONNECTION Scale: N.T.S. PAVING LATERAL LINES DENSITY OF EXISTING SAND BACKFILl COMPACTED TO THE UNDISTURBED SOIL CONTROL WIRES IN SCH 40 SLEEVE IN SCH 40 SLEEVE C 24" D 4" IN SCH 40 SLEEVE OF THE PIPE OR WIRE DETAIL ALSO FOR PIPE PVC SLEEVES TO BE TWICE THE DIAMETER BUNDLE CARRIED. INSTALLED IN ROCK SOIL. B 24" A 36"1/2" TO 4" IN SIZE DIMENSION PRESSURE MAINLINE C B A DDDD I SLEEVE INSTALLATION Scale: N.T.S. 10 46325 SOIL 2 PROVIDE TWO LAYERS of WARNING TAPE RUNNING CONTINUOUS ALONG ROUTE OF THE MAINLINE. ONE SHALL BE LOCATED IMMEDIATELY ON TOP OF THE MAINLINE PIPE AND ONE 12" ABOVE THE TOP OF MAINLINE. FINISH GRADE RECTANGULAR VALVE BOX REFER TO SPECIFICATIONS SPARE WIRE LABEL CONTROL AND/OR COMMON WIRE, REFER TO SPECIFICATIONS 1 2 3 4 5 2 3 4 5 PEA GRAVEL BACKFILL (ONE CUBIC FOOT MINIMUM) C SPARE WIRE BOX Scale: N.T.S. FOR IRRIG. CONTROL & COMMON WIRE (ONE SHOWN) INSTALL MIN. 6"-12" ABOVE HIGHEST POINT OF DISCHARGE 30-INCH LINEAR LENGTH OF WIRE, COILED WATERPROOF CONNECTION ID TAG ANTI-SIPHON VALVE: SEE IRRIGATION LEGEND PRESSURE REGULATING FILTER per LEGEND. -OPTIONAL DEPENDING ON AVAILABLE STATIC PRESSURE PVC SCH 80 UNION PVC SCH 40 MALE ADAPTER UV RADIATION RESISTANT OR PAINTED PVC SCH 40 PIPE (1 OF 2) FINISH GRADE/TOP OF MULCH PVC SCH 40 ELL (1 OF 2) PVC MAINLINE PIPE PVC LATERAL LINE A DRIP ANTI-SIPHON VALVE Scale: N.T.S. 2 3 4 5 6 7 8 9 10 11 12 2 3 4 5 6 7 8 9 12 1110NOTES: 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 VALVE FLOW, DRIPPER SPACING, LINE SPACING PER MANUFACTURER'S INSTALLATION GUIDELINES EXHAUST HEADER 17mm BLANK TUBING REMOTE CONTROL VALVE, FILTER SEE PLAN TREE/PALM TRUNK G DRIPPER RING AT TREES Scale: N.T.S. 2 3 4 5 64 5 2 3 6 3" 2" MIN. FINISHED GRADE IN SHRUB AREAS PVC LATERAL (OR EXHAUST HEADER) 3/4" GRAVEL SUMP (1 CUBIC FOOT) BRICK SUPPORTS - THREE S x 1/2" PVC 90 ELL (SIZE AS REQ'D) LINE FLUSHING VALVE per IRRIGATION LEGEND VALVE BOX SEE SPECS. B FLUSH VALVE Scale: N.T.S. 2 3 4 5 6 7 2 4 3 5 6 7 J ANTI-SIPHON VALVE Scale: N.T.S. *NOTE* ANTI-SIPHON VALVES SHOULD BE INSTALLED 6-12" ABOVE THE HIGHEST SPRINKLER HEAD WITHIN THE ZONE, OR, ACCORDING TO LOCAL CODE. 6" M I N ANTI-SIPHON VALVE - SEE IRRIGATION LEGEND for TYPE. INSTALL per MANUFACTUER'S RECOMMENDATIONS. 18 - 24" COILED WIRE. WATERPROOF CONNECTORS (2) UVR PVC PIPE AND FITTINGS FINISH GRADE MAINLINE PIPE AND FITTINGS LATERAL PIPE AND FITTINGS 1 2 3 4 5 6 7 1 2 3 4 6 7 5 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.14.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-8 AR LF ALIGN DRIP TUBING LATERALS PARRALLEL TO THE CONTOURS OF THE SLOPE LINE FLUSHING VALVE PLUMBED TO PVC AREA PERIMETER START CONNECTION EXHAUST HEADER COMPRESSION TEE SUBSURFACE DRIP TUBING per IRRIGATION LEGEND AIR/VACUUM RELIEF VALVE (PLUMBED to DRIP LINE ONE AT EACH HIGH POINT) BLANK TUBING CENTERED ON MOUND OR BERM SUPPLY HEADER REMOTE CONTROL VALVE AR LF PVC SUPPLY HEADER TOP OF SLOPE AIR/VACUUM RELIEF ASSEMBLY LINE FLUSHING VALVE ASSEMBLY PVC EXHAUST HEADER TOE OF SLOPE REMOTE CONTROL VALVE CONVENTIONAL SPACING ON TOP 2/3 OF SLOPE CONVENTIONAL SPACING PLUS 25% ON BOTTOM 1/3 OF SLOPE ALIGN DRIP TUBING LATERALS PARRALLEL TO THE CONTOURS OF THE SLOPE 3" 2" MIN. FINISHED GRADE IN TURF AREAS FINISHED GRADE IN SHRUB AREAS RAINBIRD ARV-100 VALVE KIT, AIR / VACUUM RELIEF VALVE PLASTIC ROUND VALVE BOX PER IRRIGATION LEGEND, SUBSURFACE DRIP TUBING BRICK SUPPORTS LANDSCAPE FABRIC 3/4" ROCK, 1 CUBIC FT. RAINBIRD EASY FIT TEE, MDCFTEE AND FPT ADAPTER-MDCF75FPT D DRIPPERLINE: IRREGULAR AREAS Scale: N.T.S. B DRIPPERLINE LAYOUT Scale: N.T.S. A DRIP AIR RELIEF VALVE Scale: N.T.S. 2 3 4 5 6 7 8 9 10 2 3 4 5 6 7 8 910 2 3 4 5 6 7 8 9 2 3 4 5 6 798 2 3 4 5 6 7 8 9 6 5432 7 8 9 AV ZONE FLUSH VALVE PLUMBED TO PVC AREA PERIMETER SUBSURFACE IRRIGATION TUBING PER IRRIGATION LEGEND MANIFOLD CONNECTION (PVC TO ELBOW) SCH. 40 PVC FLUSH MANIFOLD AIR/VACUUM RELIEF VALVE (PLUMED TO GEOFLOW TUBING AT EACH HIGH POINT) COMPRESSION TEE PVC SUPPLY MANIFOLD REMOTE CONTROL VALVE PER IRRIGATION LEGEND FV 2 3 4 5 6 7 8 9 9 8 2 3 4 5 6 7 C DRIPPERLINE LAYOUT Scale: N.T.S. HOSE BIB PER IRRIGATION LEGEND THREADED COUPLER SCH 80 NIPPLE STAINLESS STEEL CLAMP DURA PRE-ASSEMBLED SWING JOINT WITH ONE PIECE BRASS MIPT NIPPLE #4 x 36" REBAR STAKES, 2 REQUIRED LANDSCAPE FABRIC 3/4" DRAIN ROCK. FILL VALVE BOX TO JUST BELOW LID PLASTIC ROUND VALVE BOX WITH COVER REMOVED. FINISHED GRADE IN TURF AREAS IRRIGATION MAINLINE 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1111 E HOSE BIB Scale: N.T.S. PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) Contractor to Field Verify All Measurements and Confirm Details to Provide Accurate Bid 2732 East Coast Highway, Suite A Corona Del Mar, CA 92625 949.673.5450 Date Revisions 12.14.2021 Drawn By:SL Sheet Of 9 Job No. 000 A R D E N S T U D I O D E S I G N G S M I T H R E S I D E N C E 30 0 M o r n i n g S t a r L a n e , N e w p o r t B e a c h , C A 05.28.2021 07.22.2021 08.03.2021 10.04.2021 10.11.2021 10.20.2021 11.03.2021 L-9 A. GENERAL NOTES B. FIELD OBSERVATIONS C. MATERIALS NOTES (CONTINUED)D. PLASTIC PIPE NOTES (CONTINUED)F. RECORD AND AS-BUILT DRAWINGS (CONT'D) C. MATERIALS NOTES D. PLASTIC PIPE NOTES E. IRRIGATION EQUIPMENT NOTES F. RECORD AND AS-BUILT DRAWINGS G. EQUIPMENT TO BE FURNISHED Irrigation Specifications PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 AREA PLA N TE D A REA PLANTED 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 T RA S H AR E A A/C U NIT AR E A 22 CLR. 3' - 0" C LR.3' - 0" 23 P O O L E Q UIP. AR E A S.Y.S.B. 6' - 0" F.Y.S.B.1 0' - 0" R.Y.S.B. 6' - 0" 2424 20 SLOPE PER CIVIL SLOPE PER CIVIL CLR. 15' - 4 5/8" C LR. 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 E XIS TIN G B UIL DIN G (N O T A P A R T) EXISTING BUILDING (NOT A PART)25 3 9 ° 0 0 ' 0 0 " 1 0 2 . 0 8 ' S E 1° 0 3 ' 5 7 " 41 . 5 1 ' S E 34° 30' 00" 100.00' N E F.Y.S.B. 10' - 0" T O C E N T E R L I N 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 PLA N TE D A REA PA PA OUTDOOR KITCHEN Δ = 5 4 ° 2 6 ' 0 3 " R = 5 0 . 0 0 ' L = 4 7 . 5 0 ' 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 AREA A B POOL STORAGE 19 10.80' F.S. 28 28 28 28 28 29 EAVE OVERHANG 1' - 4 3/8" EA V E O V E R H A N G 3" E A V E O V E R H A N G 1' - 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" 7 8 9 . 4 3 ° 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' EA VE O VE R H A N G A B V. 2' - 6" EA VE O V R H N G. 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 PLAN SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) A A LOT 166 TRACT NO. 4224 M.M. 157/1-14 N 3 4°3 0'0 0"E 5 0.0 0' N 3 4°3 0'0 0"E 1 0 0.0 0' N88°56'03"E 100.00' N01°03'57"W 41.51' N 3 9 ° 0 0 ' 0 0 " W 1 0 2 . 0 8 ' Δ = 5 4 ° 2 6 ' 0 3 " R = 5 0 . 0 0 ' L = 4 7 . 5 0 ' (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 (1 4.39) F S (13.46) FS (14.96) T W (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) F S (1 3.5 2) F S (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 STAMPED RCE 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 EXHIBIT SM I T H R E S I D E N C E TIM & 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' PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 VIEWS SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 CIVIL 11 R .Y .S .B . 6 ' - 0 "TV / M E D I A W A L L A-4.1 1 12 13 14 C L R.20' - 0" CLR. 13' - 1 3/4" CLR. 15' - 4 5/8" CLR. 21 ' - 0 " CLR. 21' - 0" 13 2 SUNKEN FIREPIT 2% MIN. SLOPE 2% M I N . S L O P E 2 % MIN. SLOPE SLOPE PER CIVIL SLO PE PER CIVIL 15 15 SLOPE PER CIVIL 15 15 2 % MIN. SLO PE 2 % MIN. SLO PE C L R.3' - 4 1/2" AD-1.0 22 AD-1.0 22 C LR.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.1 0' - 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 PLAN SM I T H R E S I D E N C E TIM & 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. A RT W ALL A RT W ALL ART WALL A RT W ALL NO. REVISION DATE PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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.1 0' - 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" DESK DESK BUILT-INS BUILT-INS BUILT-INS OPEN TO BELOW MECH. BLW. CLR. 30" MIN. C LR. 30" MIN. CLR. 30" MIN. LIGHT WELL (OPEN TO BLW.) A-4.1 1 F.P.T.V. E FU L L M I R R O R BEV. BUILT-INS BUILT-INS SHWR. SE A T T.V. BUILT-INS 30 3 4 5673 8 SH O E R A C K SH O E R A C K 6 79 210 38.1 3 6 3 7 SHOE RACK SH OE RACK 44 9 7 SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHTS ABV. S. S.S. ART WALL 11 AD-1.0 11 12 2% S L O P E MI N . 2% SLOPE MIN. 2% S L O P E MI N . 2 % MIN. SLOPE 2 % MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE AD-1.0 11 E A V E O V E R H A N G 3 5/8" 2% MIN. SLOPE HIG H WIN D O W S 8 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' - 1 1 " 26.1 15 21 16 15 15 15 2 % MIN. SLOPE 2 % MIN. SLOPE ABV.24ABV.25 CLR. 2' - 6 " STAIR/ATRIUIM C L R.5' - 0 5/8" BLW. C L R.5' - 3 1/4" CLR. 3' - 1 0 1 / 4 " CLR. 3' - 10 3/8" 17 9 18 18 1813 19 20 13 EA VE O VE R H A N G 2' - 5 1/8" M A X. 18 21 20 HIG H WINDO W S 6 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 PLAN SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 9 0 . 0 0 ° 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" 9 0 .0 0 ° 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' - 1 1 1 / 4 " 33 ' - 1 1 " 6' - 1 " 2' - 1 1 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 . 0 0 ° 29' - 0 3/8" 13' - 9" 6' - 6 7/8" 1' - 3 3/4" 4' - 7 1/4" 3' - 1 1 1 / 4 " 1 2 5 . 0 0 ° (OPEN TO ABV.) SLOPE PER CIVIL A-4.1 1 2% S L O P E M I N . 2 % SL O PE MIN. 2% SLOPE MIN. SLOPE PER CIVIL DRIVEWAY 9 0 .0 0 ° 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' - 1 1 1 / 4 " 5' - 0 3/4"3' - 7 7/8" EQ EQ 2% MIN. SLOPE 2 % MIN. SLO PE 2 % MIN. SL O PE 2 % MIN. SL O PE 16 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" C L R.5' - 1 1/4"SLAB DEPRESSION FOR ELEVATOR. VERIFY WITH G.C. & MFGR. C LR.15" MIN. 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.1 0' - 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 EQ 9 0 . 0 0 ° 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 PLAN SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 " 1 2 5 . 0 0 ° 145.00° MASTER SUITE DEN STAIR/ATRIUIM A-4.1 1 2% MIN. SLOPE 2% MIN. SLOPE 2% M I N . SL O P E 2 % MIN. SLOPE 2 % MIN. SLOPE 2 % MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE 2% MIN. SLOPE SKYLIGHT ABV.SKYLIGHT ABV.SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHT ABV. SKYLIGHT ABV. SK Y L I G H T A B V . C LR.5' - 3 1/4" CLR. 4' - 0" 7' - 0 " 4' - 1 1 / 4 " 6' - 1 1 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 BELOW 1 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' - 1 0 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.1 0' - 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' - 1 1 1 / 4 " 3' - 9 " F.O. 5' - 0 " 3' - 3 " 8' - 2 5 / 8 " 4' - 1 0 " 1' - 5 3/4"5' - 11 1/2"6' - 0 7/8" 11' - 11 7/8" A 1 2 5 . 0 0 ° 9 0 .0 0 ° 11' - 0 3/8"4' - 9 7/8" 8" 7' - 1 0 " 8 3 / 4 " 8" 7' - 1 0 " 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 " 8 9 . 4 3 ° 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 PLAN SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 0.25:12 0.25:12 0.25:12 0.25:12 0.25:12 0. 2 5 : 1 2 0.25:12 0.25:12 0.25:12 0.25:12 0. 2 5 : 1 2 36.74' 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' - 1 0 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 . 0 0 ° 145.00° 5' - 4" 5' - 5 1/8" 4' - 5 1/4" 8' - 9 1/2" 5' - 3 1 / 8 " 2' - 6 3 / 4 " 1 2 5 . 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. 2 5 : 1 2 0. 2 5 : 1 2 0.25:12 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 I N2% M I N 2% M I N 2% M I N 2% MIN FLAT ROOF 2% M I N 2 % M II N . S L O P E 2% M I I N . S L O P E 2% MIIN. SLOPE 0.25:12 2% MIN 2% MIN 2% M I N 2% MIN (UNDER SEPERATE PERMIT) LOT COVERAGE: 5,090 S.F. E A V E O V E R H A N G 1' - 1 1/2" EA V E O V E R H A N G 3" 7 3/8" E A VE O VER H A N G 2' - 5 3/8" EAVE OVERHANG 1' - 4 3/8" EAVE OVERHANG 1' - 1 0 " 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 23 5 2 . 9 1 ° 77 7 AD-1.0 21 R .Y .S .B . 6 ' - 0 " F.Y.S.B.1 0' - 0" F.Y.S.B. 10' - 0" AD-1.0 11 AD-1.0 11 AD-1.0 11 FAU BLW. E A VE O V R H N G. M A X. 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 PLAN SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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' SI L L H T . 3' - 0 " HD . H T . 8' - 6 " HD . H T . 9' - 0 " SI L L H T . 3' - 0 " SI L L H T . 3' - 0 " 7' - 6 " 2' - 0 " 24 ' - 1 1 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 " MA X . 1' - 0 " MI N . 2' - 0 " AB V . F . F ( P O O L S A F E T Y ) 60 " M I N . 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 ' - 1 1 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 SI L L H T . 2' - 0 " HD . H T . 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 ' - 1 1 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 ' - 1 1 1 / 8 " 24 ' - 0 " A2 2 3 1 F F 26 23 16 HT. CERT. REQ'D. 36.67' 24 ' - 0 " 24 ' - 1 1 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 ELEVATIONS SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) 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 ' - 1 1 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 TY P . H D . H T . 9' - 6 " SI L L H T . 3' - 0 " HD . H T . 8' - 6 " HD . H T . 11 ' - 0 " HD . H T . 9' - 6 " TY P . H D . H T . 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% AB V . F . F 60 " M I N . 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 ' - 1 1 1 / 8 " 9' - 6 " 1' - 3 1 / 8 " 11 ' - 6 " AB V . F . F . 42 " M I N . 11 9 17 4 5 1 5 MASTER SUITE MEDIA ROOM OFFICE 6 POOLSPA 4 5 HD . H T . 11 ' - 0 " HD . H T . 9' - 6 " SI L L H T . 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 . H T . 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 AB V . F . F 60 " M I N . 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 SI L L H T . 3' - 0 " HD . H T . 9' - 6 " SI L L H T . 6' - 0 " HD . H T . 8' - 6 " SI L L H T . 2' - 0 " HD . H T . 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 . H T . 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 AB V . F . F 60 " M I N . 17 CR L . H T . 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 MI N . 1' - 3 1 / 2 " 19 18 B 11 1 4 44 38.03' T.O. CHIMNEY 12 13 15 9 22 7 5 AB V . F . F . 42 " M I N . 6 16 16 AB V . F . F . 60 " M I N . AB V . F . F . 60 " M I N . 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 ELEVATIONS SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES) TAKAGI T-K3 FLASH WATER HEATER HOT WATER OUTLET TO FIXTURES COLD WATER INLET EXPANSION 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 " M I N . , 3 8 " M A X . TO T R E A D N O S I N G HANDRAIL 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 A X INTERIOR 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 MI N . 6 ' -8" C L R . AB V . T R E A D N O S I N G MAX. 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 " M A X . 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. MA X . <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). (3 6 " T Y P . A B V . N O S I N G ) 34 " - 3 8 " AB V . F . F . 42 " M I N . EXT. FINISH PER PLANS PRESERVATIVE-TREATED WOOD SILL PER AWPA U1 SLOPE 2% MIN. 0' - 6 " A B V . T . O . S . 0' - 6 " B E L O W 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 " A B V . T . O . S . 1" M I N . 1/ 2 " M I N . 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.) CE I L I N G / F L O O R F R A M I N G 3/4"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" M A X . 1" PE R P L A N CL. 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.AB V . T R E A D N O S I N G 34 " - 3 8 " ( 3 6 " T Y P . ) 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. MI N . 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 " M I N . F O R 2 8 " - 4 8 " 30 " M I N . 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 : M I N . A B V . 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. CA P F L A S H I N G 6" M I N . PE R . M F G R . 8" M I N . PE R P L A N PA R A P E T H T . 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. BA S E F L A S H I N G 6" M N I . 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. CA P F L A S H I N G 6" M I N . PE R . M F G R . 8" M I N . PE R P L A N PA R A P E T H T . 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. BA S E F L A S H I N G 6" M N I . 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 m m 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 6 0 -1 0 0 m m 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. FL O O R F R A M I N G P E R S T R U C T . 2% MIN. SLOPE TAPE FLASHING PER FLASHING, DECK AND FINISH MFGR. 6" MIN. 7" M I N . 2" M I N . 6 1 / 2 " M I N . 3" M I N . 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" M I N . 8" M I N . MIN. 3 1 / 2 " 2" M I N . 4" M I N . 1" M I N . 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) AB V . F . F . 42 " M I N . 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 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 ARCHITECTURAL DETAILS SM I T H R E S I D E N C E TIM & 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 PA2021-207 ZONING ADMINSTRATOR 01/27/2022 - APPROVED (28 PAGES)