HomeMy WebLinkAboutPA2021-087 PLANS APPROVED (2)1740 EAST OCEAN FRONT, NEWPORT BEACH, CA 92661O C E A N F R O N T R E S I D E N C E SYMBOLSPROJECT TEAMPROJECT SUMMARYABBREVIATIONSDOOR SYMBOL - SEE DOOR SCHEDULEWINDOW SYMBOL - SEE WINDOW SCHEDULEKEYNOTE SYMBOL - SEE KEYNOTESCOLOR/MATERIAL SYMBOL - SEE COLOR/FIN. LISTEQUIPMENT SYMBOL - SEE EQUIPMENT LISTPLUMBING FIXTURES SYMBOL PER SCHEDULEPLUMBING ACCESSORIES SYMBOL PER SCHEDULEaAASHEET NUMBERSHEET NUMBERINTERIOR ELEVATIONNUMBERSECTION NUMBERSHEET NUMBERDETAIL NUMBER123411AMATA10SHEET INDEXBUILDING CODEPROJECT ADDRESS1740 OCEAN FRONT ENEWPORT BEACH, CA 92661LEGAL LOT DESCRIPTIONPROJECT SCOPE DESCRIPTIONBUILDING TYPECONSTRUCTION TYPE: V-B NON-RATEDOCCUPANCY: R3/UOWNER:ARCHITECT:2A94D1THIS PROJECT SHALL COMPLY WITH:NBMC (NEWPORT BEACH MUNICIPAL CODE)2019 CALIFORNIA RESIDENTIAL CODE (CEC) 2019 CALIFORNIA MECHANICAL CODE (CMC) 2019 CALIFORNIA PLUMBING CODE (CPC) 2019 CALIFORNIA ELECTRICAL CODE (CEC) 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS) 2019 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) CITY OF NEWPORT BEACH REGULATIONS AND ORDINANCES. A.B. ANCHOR BOLTABV. ABOVEA.C. ASPHALT CONCRETEA.F.F. ABOVE FINISH FLOORAL ALUMINUMALT ALTERNATEAPP APPROXIMATEARCH ARCHITECTURALBD BOARDBLW BELOWBET BETWEENBLDG BUILDINGBM BEAMBOT BOTTOMBYN BEYONDBW BOTH WAYSC.J. CEILING JOISTSC.M.U. CONCRETE MASONRY UNITSC.O. CLEAR OPENINGCAB CABINETCLG CEILINGCEM CEMENTCER CERAMICCLR CLEARCOL COLUMNCONC CONCRETECONN CONNECTIONCONST CONSTURUCTIONCONT CONTINUOUSCONTR CONTRACTORD DEPTHD.F. DRINKING FOUNTAIN, DOUGLAS FIRD.S. DOWNSPOUTDB. DOUBLEDET DETAILDIA DIAMETERDIM DIMENSIONDN DOWNDR DOORDWG DRAWINGDWR DRAWERE.N. EDGE NAIL(ING)E.W. EACH WAYEA EACHELEC ELECTRIC, ELECTRICALELEV ELEVATIONE.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEMEQ EQUALEQUIP EQUIPMENTESMT EASMENTEXH EXHAUST[E] EXISTINGEXP EXPOSEDF.N. FIELD NAILINGF.O.C. FACE OF CONCRETEF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDFRMG FRAMINGFDN FOUNDATIONFIN FINISHFLR FLOORFT FOOTFTG. FOOTINGGA GAUGEGALV GALVINIZEDGAR GARAGEGFF GARAGE FINISH FLOORG.F.I. GROUND FAULT INTERRUPTORG.F.R.C. GLASS FIBER REINFORCED CEMENTG.I. GALVINIZED IRONGLS GLASSGR GRANITEGRD GRADEGYP. BD. GYPSUM BOARDH.M, HOLLOW METALH.C. HOLLOW COREHC HANDICAPPEDHD HIGH DENSITY, HOLD DOWNHDW HARDWAREHR HOURHT HEIGHTHRT. HEATERI.D. INSIDE DIAMETERIN INCHINS. INSULATIONINT. INTERIORJAN. JANITORJT. JOINTKIT. KITCHENL. LENGTHLAV. LAVATORYM.C. MEDICINE CHESTM.O. MASONRY OPENINGMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMFG. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTD MOUNTEDMTL. METAL[N] NEWN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENAT. NATURALO.C. ON CENTERO.D. OUTSIDE DIAMETEROPN. OPENINGOPP OPPOSITEP/A PLANTING AREAP.S.I. POUNDS / SQUARE INCHPL. PLATEPLAS PLASTERPLY PLYWOODPOL POLISH, POLISHEDPR. PAIRPT. PAINTR RADIUS, RAFTERR.D. ROOF DRAINR.O. ROUGH OPENINGR.R. ROOF RAFTERR.S. ROUGH SAWNRA RETURN AIRREQ REQUIREDRI RISERRM ROOMR.O.W. RIGHT OF WAYS STAINLESSS.C. SOLID CORESCH. SCHEDULESECT. SECTIONSH SHELFSHTG SHEATHINGSHWR SHOWERSIM SIMULARSPEC SPECIFICATIONSSQ SQUAREST. STREETSTD STANDARDSTL STEELSTN STONESTUC STUCCOSTRUCT STRUCTURALSYM SYMMETRICALT&B TOP AND BOTTOMT&G TOUNGE AND GROOVET TREAD, TEMPERED GLASSTC TOP OF CONCRETE / CURB / CHIMNEYTD TOP OF DECKTP TOP OF PLATETT TOP OF TRELLISTR TOP OF ROOFTRAIL TOP OF HANDRAILTW TOP OF WALLTEL TELEPHONETHK THICKTYP TYPICALU.N.O. UNLESS NOTED OTHERWISEUR URINALV.T. VINYL TILEV.T.R. VENT THROUGH ROUGHW WIDE, WIDTHW/ WITHW.C. WATER CLOSET, WALLCOVERINGWD WOODWP WATERPROOFW.R. WATER RESISTANTROST ARCHITECTS16530 BAKE PKWY SUITE 104IRVINE, CA 92618T: (210) 771-1615E: MITCHELL@ROSTARCHITECTS.COMINTERIOR DESIGNER:ROST ARCHITECTS16530 BAKE PKWY SUITE 104IRVINE, CA 92618T: (714) 381-8247E: ALEX@ROSTARCHITECTS.COMDEFERRED SUBMITTALSVICINITY MAPPROJECT RENDERAGENCIES & PUBLIC SERV.FIRE SPRINKLERSNEW PROPOSED FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13DCOASTAL ZONEEXCULSION ZONE: NO LOCAL COASTAL ZONE: YES 048-212-19BLK: C PCL:1 STRUCTURAL ENGINEER:BUILDING ECONOMICS, LLC17961 LARCREST CIRCLEHUNTINGTON BEACH, CA 92647T: (562) 221-8344E: JIM@BUILDINGECONOMICS.COM1.FIRE SPRINKLERS - OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOFSHEATHING INSPECTION.2. SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT3.PHOTOVOLTAIC SOLAR PANELS, WITH MINIMUM 2.94 KW DC, MUST BE OBTAINEDUNDER SEPARATE REVIEW AND PERMIT.4.TESLA POWER WALLNOTES:1. DEFERRED SUBMITTALS ARE TO BE REVIEWED BY PROJECT ARCHITECT AND/ORENGINEER OF RECORD, AND CERTIFIED FOR CONFORMANCE WITH BUILDINGDESIGN CRITERIA PRIOR TO SUBMITTAL FOR PLAN REVIEW BY BUILDING DIVISION.ASSESSORS PARCEL NUMBERCONTRACTORCEFALIA DEVELOPMENT2060 PLACENTIA AVECOSTA MESA, CA 92627T: (949) 697-1955E: JEFF@CEFALIADEVELOPMENT.COMJIM AND CATHY CEFALIA1740 OCEAN FRONT E.NEWPORT BEACH, CA 92661T: (949) 933-7986E: CATHYCEFALIA@YAHOO.COMAREA CALCULATIONSSITE AREA3,982 SQ FTBUILDABLE AREA: 2,922 SQ FTMAX ALLOWABLE SQ FT: 5,844 SQ FTHEIGHT LIMITFRONT YARD10 FT SETBACKSREAR YARD0 FT FOR ABUTTING ALLEYMAXIMUM BUILDING HEIGHT: 24 FT FOR FLAT ROOFS29 FT FOR SLOPED ROOFS(3:12 PITCH OR GREATER)SIDE YARD SETBACK4 FT-----------------------------TOTAL LIVING AREA: 4,198 SQ FTLEVEL 1 LIVING AREA:1,667 SQ FTLEVEL 2 LIVING AREA:2,531 SQ FTLEVEL 1 HARDSCAPE: 146 SQ FTTWO- STORY SINGLE FAMILY NEW CONSTRUCTION ON (E) FOUNDATION. NEW EXTERIOR LANDSCAPE AND HARDSCAPE. LEVEL 1 GARAGE: 743 SQ FTDIG ALERT: 1.800.227.2600SOUTHERN CALIFORNIA EDISON: 1.714.895.0246SOUTHERN CALIFORNIA GAS: 1.800.427.2000CITY WATER & SEWER: 1.949.644.3011PACIFIC BELL TELEPHONE: 1.800.750.2355CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:P: 1.949.644.3311F: 1.949.644.3318CITY OF NEWPORT BEACH PLANNING DEPT.:General Information Line : (949)644-3200Zoning Information Line: (949)644-3204CITY OF NEWPORT BEACH BUILDING DEPT.:(949) 644-3275 General Administration(949) 644-3288 Permit Counter(949) 644-3255 Inspection RequestsNEWPORT BEACH FIRE DEPARTMENT:100 Civic Center Dr. Newport Beach CA 92660P: 949.644.3106ORANGE COUNTY HEALTH SERVICES:PO BOX 355 SANTA ANA, CA 92702P: 714.834.3882ENERGY CONSULTANT:CORE ENGINEERING23172 PLAZA POINTE DR. #145LAGUNA HILLS, CA 92653T: (949) 954-7242E: AMIR@CORESTRUCTURE.COMFLOOR AREA RATIO:MAX FAR IS THE BUILDABLE AREA x 2.02.0 x 2,922 = 5,844 SQ FT MAX FAROPEN VOLUME REQUIRED:0.15 x 2,922 438 SQ FT(MINIMUM 15% OF BUILDABLE AREA)OPEN VOLUME PROVIDED:140 + 309 449 SQ FTLANDSCAPE AREA:93.8 SFTOTAL FRONT YARD SETBACK AREA:420 SFPERVIOUS SURFACE (WITHIN FRONT YARD SETBACK):53 SFIMPERVIOUS SURFACE (WITHIN FRONT YARD SETBACK):367 SF(50% MAX IMPERVIOUS SURFACES WITHIN FRONT YARD SETBACK) 14.4%NUMBER OF STORIESEXISTING: 2-STORY PROPOSED: 2-STORYGRADE PLANEUSE:SINGLE FAMILY RESIDENCEMISCELLANEOUS NOTES:1. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ ANDOR SHORING AND UNDERPINNING.2. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITEDTO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUEDAFTER AUGUST 21, 2019 IS REQUIRED BY NBMC SECTION 15.02.095.3. PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING(NEW STRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTUREWITH A COMBINED FLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OFHE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED "HIGHDENSITY AREAS." PROJECT SIGN SHALL COMPLY WITH NBMC SECTION15.60.030.4. FENCES AND WALLS ARE UNDER SEPARATE REVIEW AND PERMIT.PROJECT SITEE OCEAN FRONTE OCEAN BLVDL STI STMIRAMAR DRE BALBOA BLVDC H A N N E L R D
G STM STE OCEAN FRONTE BAY AVEZONING DISTRICT/SETBACK MAP ZONING DISTRICT: R-1 SINGLE UNIT RESIDENTIALFLOOD ZONE:X - 0.2 PCT ANNUAL CHANCE FLOOD HAZARDTOTAL AREA: 4,941 SQ FTOCEAN FRONT E. ALLEYWAY1A:16.312A:16.133A:15.964A:12.315A:11.871B:16.412B:16.543B:16.544B:14.095B:12.08PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:20 AMTSTITLE SHEETSHEET NUMBER SHEET NAMED-4 DETAILS - DOORS & WINDOWSD-5 INTERIOR DETAILSD-6 INTERIOR DETAILSD-7 STAIR DETAILSL-1 LANDSCAPE PLANM-0.0 MECHANICAL GENERAL NOTESM-1.0 MECHANICAL LEVEL 1M-1.1 MECHANICAL LEVEL 2RCP.1 RCP - LEVEL 1RCP.2 RCP - LEVEL 2SCH-1 DOOR SCHEDULESCH-2 WINDOW SCHEDULE005 STRUCTHFX1 ANCHORAGE DETAILS - HFX PANELSHFX2 FRAMING DETAILS - HFX PANELSS-0.10 GENERAL NOTES & REQUIREMENTSS-0.11 SPECIAL INSPECTIONSS-0.20 GENERAL DETAILS & NOTESS-1.0 FOUNDATION PLANS-2.0 FRAMING PLANSD1.0 STRUCTURAL FOUNDATION DETAILSSD1.1 STRUCTURAL FOUNDATION DETAILSSD2.0 STRUCTURAL DETAILSSD3.0 STRUCTURAL DETAILSSD4.0 STRUCTURAL DETAILSSD5.0 STRUCTURAL DETAILSSHEET NUMBER SHEET NAME000TS TITLE SHEETTS-2 GENERAL NOTESTS-3 MANDATORY MEASURES 1TS-4 MANDATORY MEASURES 2TS-5 NEWPORT BEACH NOTESTS-6 NEWPORT BEACH NOTESTS-7 CDP RESOLUTIONTS-8 CDP RESOLUTION001 TOPOTP-01 TOPOGRAPHIC SURVEY002 T-24T-24-1 TITLE 24 ENERGY REPORTT-24-2 TITLE 24 ENERGY REPORTT-24-3 TITLE 24 ENERGY REPORT003 CIVILC-1 TITLE SHEETC-2 PRECISE GRADING PLANC-3 SECTIONS AND DETAILSC-3.1 SECTIONS AND DETAILSC-4 SOIL RECOMMENDATIONC-4.1 EXISTING HYDROLOGYC-5 PROPOSED HYDROLOGY004 ARCHA0.00 EROSION CONTROL PLANA0.01 WALL ASSEMBLIESA0.02 FLOOR & ROOF ASSEMBLIESA0.03 BUILDING MATERIAL SPECIF.A0.04 FINISH SPECIFICATIONA1.00 SITE PLANA1.01 ARCHITECTURAL SLAB PLANA2.00 PROPOSED FIRST FLOOR PLANSA2.01 PROPOSED SECOND FLOOR PLANSA2.02 ROOF PLANA2.03 AREA PLANSA3.00 EXTERIOR ELEVATIONSA3.01 EXTERIOR ELEVATIONSA4.00 SECTIONSA4.01 SECTIONSA4.02 SECTIONSA4.03 SECTIONSD-1 DETAILS - SITE & EXTERIORD-2 DETAILS - ROOF & DECKD-3 DETAILS - DOORS & WINDOWSCCAAAABBBBC
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 SEPARATE SUBMITTAL 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. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.5. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S REVIEW FOR CONFORMANCE WITH DESIGN INTENT PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION.6. GLASS HANDRAILS AND GUARDRAILS7. ELEVATOR8. REFER TO SOILS REPORT FOR ALL REQUIRED SPECIAL INSPECTIONS. SOIL ITEMS TO BE OBSERVED/TESTED BY SOILS ENGINEER PER CBC TABLE 1704.7. I. VERIFY MATERIAL BELOW FOOTING FOR DESIGN BEARING CAPACITY. {PER.} II. VERIFY EXCAVATION TO PROPER DEPTH / MATERIAL. {PER.} III. PERFORM CLASSIFICATION & TESTING OF FILL MATERIAL. {PER IV. VERIFY USE OF PROPER MATERIALS, DENSITIES & LIFT THICKNESS. DURING PLACEMENT & COMPACTION OF FILL.9. CONTINUOUS OBSERVATION BY THE GEOTECHNICAL CONSULTANT IS ESSENTIAL DURING THE GRADING OPERATION TO CONFIRM CONDITIONS ANTICIPATED BY GEOTECHNICAL INVESTIGATION, TO ALLOW ADJUSTMENTS IN DESIGN CRITERIA TO REFLECT ACTUAL FIELD CONDITIONS EXPOSED, AND TO DETERMINE THAT THE GRADING PROCEEDS IN GENERAL ACCORDANCE WITH THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT.SPECIAL INSPECTIONSDEFINITIONS:SPECIFICATIONS SHALL MEAN: WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT)CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME.CONTRACTOR SHALL MEAN: CEFALIA DEVELOPMENTTHE OWNER SHALL MEAN: JIM CEFALIAARCHITECT SHALL MEAN: ROST ARCHITECTS, INC., MITCHELL ROCHELEAU PRINCIPAL1. CODES/GENERAL PROVISIONS:ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICIABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCESGOVERNING THE PLACE OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: THE BUILDING CODES, 2019 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). ANY WORK TIME RESTRICTIONS IMPOSED BY THE CITY OF NEWPORT BEACH. THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. THESE PLANS ARE INTENDED SOLELY FOR THE USE BY THE OWNER IN CONSTRUCTION OF HOUSES AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING OF HOUSES. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY AN ARTISTIC REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE HOUSES ACTUALLY CONSTRUCTED. ANYONE INTERESTED IN PURCHASING A HOUSE FROM OWNER IS HEREBY ADVISED TO DO SO ONLY ON THE BASIS OF THE HOUSE ACTUALLY CONSTRUCTED, AND NOT WITH THE EXPECTATION THAT SUCH A HOUSE WILL CONFORM TO THESE PLANS.2. ERRORS & OMISSIONSERRORS OR OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTORS WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES, OR OMISSIONS WHICH THE GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHOULD HAVE FOUND AND FAILED TO NOTIFY THE ARCHITECT OF BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK.3. ARCHITECTS ROLE AND STATUSTHE ARCHITECT DOES NOT GUARANTEE THE GENERAL CONTRACTORS AND/OR SUBCONTRACTORS PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS PERFORMANCE, INCOMPETENCE, OR ERRORS OR OMISSIONS OR COMMISSION OF THE SUBCONTRACTOR. THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER AND RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECT WILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN WITHIN (10) CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER.4. PAYMENTS AND PROJECT RELATED FEES:CONTRACTOR AND HIS SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS EXCEPTTHE GENERAL BUILDING PLANCHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS ANDPAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE.5. CONTRACTOR'S SURVEY:CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITHTHOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO ORDERING MATERIALS, COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS PRIOR TO COMMENCING WORK.6. STRUCTURAL ENGINEERINGREFER TO THE CURRENT APPROVED CALCULATIONS AND DRAWINGS FOR ANY QUESTION REGARDING LUMBER GRADES, BEAM AND HEADER SIZES, FOUNDATION, FOOTINGS AND SHEAR REQUIREMENTS. IN CASES OF CONFLICT THE MORE STRINGENT SHALL APPLY. NO DEVIATIONS FROM STRUCTURAL DETAILS SHALL BE MADE WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. AUTHORIZATION OR APPROVAL BY CITY INSPECTOR OR BUILDING OFFICIAL DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM PLANS OR SPECIFICATIONS.REFER TO THE CURRENT APPROVED SOILS REPORT FOR ANY QUESTION REGARDING SOIL AND THE CONSTRUCTION REQUIREMENTS AND SPECIFICATIONS. IN CASES OF CONFLICT THE MORE STRINGENT REQUIREMENT SHALL APPLY.7. COORDINATION OF CONSTRUCTION:CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES;FOR TECHNIQUES OF ASSEMBLY AND PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORKINCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENTSHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THECONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK.8. JOB CONDITIONS:THE GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED TO ASSURE THE ORDERLY PROGRESS OF THE WORK. THE GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL BE RESPONSIBLE FOR ASSURING THAT EACH SUBCONTRACTOR PERFORMS THE WORK IN ACCORDANCE WITH ALL CODES IN A TIMELY MANNER TO ASSURE COORDINATION WITH THE OTHER SUBCONTRACTORS.ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESSMATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR.9. TESTS AND PERMITS:CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME.10. GUARANTEES:CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE, ORCAUSE TO BE REPAIRED OR REPLACED ANY OR ALL SUCH WORK TOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR,WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OFTHE PROJECT MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT OR FOR LONGER PERIODS.IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICHMAY EXCEED THE SPECIFIED GUARANTEE AND WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OWNER. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY ON OR ABOUT THE SITE, INCLUDING CONFORMITY WITH ALL OSHA AND OTHER SAFETY RULES AND REGULATIONS. NEITHER OWNER OR ARCHITECT SHALL BE RESPONSIBLE FOR ANY SAFETY ON OR ABOUT THE SITE, OR CONFIRMING ANY PERFORMANCE OR CONFORMANCE BY CONTRACTOR WITH REGARD TO SAFETY. A LICENSED GENERAL CONTRACTOR SHALL BE HIRED TO PERFORM THE WORK UNDER THIS CONTRACT11. WAIVER OF LIENS:CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY CONTRACTOR AND ALL SUB-CONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE.12. A.I.A. GENERAL CONDITIONS:THE 2017 GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF THESEDOCUMENTS UNLESS SPECIFICALLY MODIFIED IN THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST.THE NOTES CONTAINED IN THESE "GENERAL NOTES" ON THIS SHEET ARE INTENDED TO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. THE A.I.A. GENERAL CONDITIONSSHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR.13. EXTRAS:OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OFTHE OWNER, ARCHITECT AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL.14. SUBSTITUTIONS:SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TOARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECTTHE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND INWRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM "OR EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADESUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALLALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.15. INSURANCE:CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROADFORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECTSHALL BE LISTED AS ADDITIONAL INSURERS UNDER THE POLICY WITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAYNOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. CONTRACTOR AND SUBCONTRACTOR SHALL HOLD HARMLESS, INDEMNIFY, AND DEFEND THE OWNER, ARCHITECT AND THEIR CONSULTANTS, AND EACH OF THEIR DIRECTORS, OFFICERS, EMPLOYEES, AND AGENTS, TO THE FULLEST EXTENT ALLOWED BY LAW, FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES, EXPENSES, AND OTHER COST, INCLUDING COSTS OF DEFENSE AND ATTORNEY FEES, ARISING OUT OF THE THE CONTRACTOR OR SUBCONTRACTOR'S PERFORMANCE OF THE WORK, OR INFRINGEMENT OF PATENT RIGHTS OR COPYRIGHTS INCIDENT TO THE USE IN THE PERFORMANCE OF THE WORK OR RESULTING FROM THE INCORPORATION IN THE WORK OF ANY INVENTION, DESIGN, PROCESS, MATERIALS, EQUIPMENT, PRODUCT, OR DEVICE, AND SHALL DEFEND ALL SUCH CLAIMS IN CONNECTION WITH ANY ALLEGED INFRINGEMENT OF SUCH RIGHTS.16. SCOPE OF DRAWINGS AND SPECIFICATIONS:THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBEDSHALL BE DETAILED AND EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/ORDESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TONOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONSSHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS.IN USING THESE PLANS OR DRAWINGS FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICALBE TO OTHER TRADES. IN CASE OF CONFLICTS, HE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD.THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OF QUALITY AND DETAIL, AND THE ARE INTENDED TO BESUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS AREREQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMMISIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECTIN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALEDDIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION.SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (e.g. SCHEMATIC ELECTRICAL PLANS).17. DIMENSIONS ON DRAWINGS:FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALLCHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTENNOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURINGCONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES ANDDETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS.DRAWINGS ARE NOT TO BE SCALED UNLUESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS ANDARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OFSTRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS ORMINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE.18. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS:SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-2017; AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. ANY REVIEW OF SUBMITTALS BY ARCHITECT, OWNER, OR OTHER DESIGN PROFESSIONALS RETAINED BY OWNER OR ARCHITECT SHALL ONLY BE FOR GENERAL CONFORMANCE WITH THE DESIGN INTENT OF THESE PLANS AND SHALL NOT BE CONSTRUED TO MEAN AN APPROVAL OF THE MEANS, METHODS, OR DIMENSIONS DEPICTED IN SUCH SUBMITTALS.THE ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING.19. SHOP DRAWINGS:CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND OWNER/ BUILDER BY THE FOLLOWING TRADES OR WHEN REQUIRED. DRAWINGS SHALL BE TO SCALE AND COMPLETELY DIMENSIONED AND NOTED TO REFLECT REQUIREMENTS OF THESE PLANS AND SPECIFICATIONS AND ALL CODES AND REGULATIONS GOVERNING THE SITE OF THE WORK. REVIEW OF SHOP DRAWINGS BY THE ARCHITECT SHALL BE FOR CONFORMANCE TO THE DESIGN INTENT OF THE WORK AND SHALL NOT CONSTRUE APPROVAL OF THE COMPONENTS ASSEMBLY, NOR MEANS OR METHODS OF INSTALLATION.1. HVAC LAYOUT AND GRILLE SIZES2. STRUCTURAL STEEL3. CABINETS/BUILT-INS MILLWORK4. COUNTER TOPS/SURFACES5. WROUGHT IRON & ARCHITECTURAL STEEL6. MIRRORS/STOREFRONT WINDOW WALLS7. DECORATIVE FLOORING/WALL TREATMENT8. SPECIALTY ITEMS9. DECORATIVE STONE10. LIGHT FIXTURES, 11. HARDWARE12. PLUMBING FIXTURES13. KITCHEN EQUIPMENTBY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFCATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH.20. BARRICADES:CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES ANDOTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCALAUTHORITIES AND CODES.21. TEMPORARY BRACING:AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT ANDPERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS.22. TOXIC SUBSTANCES REMOVAL:PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION ANDREMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL ANDDISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS.23. . NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE AND WRITTEN CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON.24. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES.25. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS.26. USE 2x6 MINIMUM STUDS FOR PLUMBING WALLS27. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE - G.C. TO VERIFY PRIOR TO PURCHASE AND INSTAL. OF ANY FIXTURES.28. EXTERIOR DECKS, BALCONIES, AND STAIRWAYS SEALED UNDERNEATH SHALL BE WATERPROOFED- ARCH. TO APPV. METHOD OF WATERPROOFING - G.C. TO SUBMIT SPECIFICATIONS.29. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING:* FOUNDATION INSPECTION BY SOILS ENGINEER PRIOR TO CONCRETE POUR AND:* PER SOILS REPORT: OVER EXCAVATION, RECOMPACTION, FOOTING DEPTH, UTILITY TRENCH BACK FILL* RETAINING WALL BACK FILL, PRE SATURATION OF SLAB AREAS, EXTERIOR FLAT WORK AREAS.* ALL TO BE ADDRESSED IN A REPORT PRESENTED TO BUILDING DEPT. PRIOR TO FINAL* ALL FIELD WELDING OF STRUCTURAL STEEL* INSTALLATION OF ALL HIGH STRENGTH BOLTS* CERTIFICATION OF WELD, & BOLTING TO BE GIVEN TO BUILDING DEPARTMENT PRIOR TO FRAMING INSPECTION.30. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. @ SHOWERS & TUBS.31. MAINTENANCE INFORMATION:THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE.32. INSULATION:AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THEBUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R-VALUE.33. NOTICE FOR EXCAVATION: ON PROJECTS WITH EXCAVATIONS THAT WILL BE LOWER THAN ADJOINING PROPERTIES, 30 DAY NOTICE IS LEGALLY REQUIRED BY THE OWNERS & CONTRACTORS TO THE ADJOININGPROPERTY OWNERS OUTSIDE THE SETBACK AREA.34. FOUNDATION LOCATION: DISTANCE FROM THE FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS.35. EXHAUST FANS: ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH ON EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS AREUNACCEPTABLE. CBC 1203.4.3.2.1, CMC T-4-436. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3A. SWINGING AND SLIDING DOORSB. WHEN LOCATED WITHIN 60- INCHES OF THE FLOOR SURFACE IN TUBS, SHOWERS, SUANAS, OR STEAM ROOMS.C. WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60-INCHES OF WALKING SURFACE.D. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH A BOTTOM EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR.E. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36-INCHES HORIZONTALLY OF WALKING SURFACE AND WITHIN 60-INCHES ABOVE WALKING SURCFACE.F. ADJACENT TO STAIRWAYS WITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS WITHIN 60-INCH ABOVE NOSE OF TREAD.35. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.537. SHOWER ENCLOSURE AREA: 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-INCHDIAMETER CIRCLE. CPC 411.738. EAVES AND SOFFITSEAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR SHALL BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE. PROVIDE A BASIS OF APPROVAL FOR EXPOSED EAVE CONSTRUCTION OR PROTECT EAVES WITH LISTED IGNITION RESISTANT MATERIALS OR NON-COMBUSTIBLE COVERING. (CBC) SEC. 704A.2.3 / CRC SEC. R327.7.5)39. SIZE AND QUALITY OF VENTILATION OPENINGTHE SIZE OF INDIVIDUAL VENTILATION OPENING SHALL NOT EXCEED 144 SQ. IN. (SDMC SECTION 145.0706 (A)). VENTILATION OPENINGS PROTECTED WITH OPENINGS THAT RESIST THE INTRUSION OF FLAME AND EMBERS, AND WHICH ARE LISTED BY THE STATE FIRE MARSHAL, ARE EXEMPT FROM COMPLYING WITH SUBSECTIONS 1 AND 3 OF SECTION 145.0706 (B). (SDMC SEC. 145.0706 (A)) (SDMC SEC. 145.0706 (B)) ALL VENTILATION OPENINGS ARE TO BE COVERED WITH NON-COMBUSTIBLE CORROSION-RESISTANT MESH. MESH OPENINGS SHALL BE 1/4 INCH. (SDMC SECTION 145.0706.GENERAL NOTESCITY OF NEWPORT BEACH NOTES1. 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. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO 3 YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21ST, 2019 AS REQUIRED BY NBMC SECTION 150.3.34. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY5. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUES. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUB-STANDARD, A NEW 1 INCH WATER SERVICE, WATER METER BOX, SEWER LATERIAL AND OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODE 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTION. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY6. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENT WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-67. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR8. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR9. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’AND FOR SHORING AND UNDERPINNING10. PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEW STRUCTURE OR ADDITIONAL AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING 75 PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED “HIGH DENSITY AREAS”. PROJECT SIGN SHALL COMPLY WITH NBMC SECTION 15.60.030.MISCELLANEOUS NOTES1. APPRROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL2. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH AN APPROVED PERMANENT RESILIENT SEALANT.3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS, OR MINIMUM ¼” THICK APPROVED RESILIENT MATERIAL4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12” BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL.PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX2/10/2022 5:37:57 PMTS-2GENERAL NOTES
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:41 AMTS-3MANDATORY MEASURES 1
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:37:02 AMTS-4MANDATORY MEASURES 2
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:37:05 AMTS-5NEWPORT BEACH NOTES
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:37:08 AMTS-6NEWPORT BEACH NOTES
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:37:10 AMTS-7CDP RESOLUTIONC
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C 2 / 25 / 222/24/2022 4:43:05 PMTS-8CDP RESOLUTION ANDADDITIONAL DOCUMENTSC
JOB: 77-67 DATE: 11/2/2020 949 422-1869 CELL
949 858-2924 OFFICE
LAGUNA HILLS, CA 92653
23016 LAKE FOREST DR. #409
RdM SURVEYING INC.
RON MIEDEMA L.S. 4653
RDMSURVEYING@COX.NET
DESCRIPTION
LEGEND
OWNER: CefaliaTOPOGRAPHIC SURVEY LEGAL DESCRIPTION:BENCH MARK:ADDRESS OF PROJECT:
BEFORE STARTING GRADING.
MONUMENT PROPERTY CORNERS OR OFFSETS
SURVEYOR OR ENGINEER SHALL PERMANENTLY
X X
123.45
P.P.
WM
F.F.
G.F.
CONC.
F.S.
M.H.
P
A.C.
T.G.
MEAS. ELEVATIONS
TOP-GRATE
ASPHALT
PLANTER
MAN-HOLE
FINISH SURFACE
CONCRETE
GARAGE FLOOR
FINISH FLOOR
WATER METER
POWER POLE
FENCE
PROPERTY LINE
BUILDING
WALL
DECK
BRICK
REC. BRG. & DIST.
NATURAL GRADEN.G.
BENCH MARK
SCALE 1"=8’
0’ 8’ 16’
N A L D E S N E C I L R O Y E V R U S D
L I F O R N I A S T A T E O F C A
RON
MIEDEMA
No. 4653
EXP. 9/30/21
1740 E. OCEANFRONT
NEWPORT BEACH
EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED
WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST
ON THE SUBJECT PROPERTY.
N67%%d59’40"W 361.10’ TIE TO INTERSECTION
N70%%d19’48"W 232.85’ TIE TO INTERSECTION
D=0%%d20’01" R=8,500.00’ L=49.49’
N20%%d47’19" RAD.
N20%%d27’18"E RAD.
N20%%d47’18"E RAD.
N20%%d27’17"E RAD.
D=0%%d20’01" R=8,510.00’ L=49.55’
N20%%d39’04"E 80.00’
N20%%d19’44"E 80.00’
N20%%d47’14"E RAD.
N20%%d27’13"E RAD.
11.57FL
11.62FL
11.69FL
4.2 4.1
4.1
9.7
9.7
2.6
OCEANFRONT
ALLEY
X
X
X X
GM
UTILITY
EDISON
WM
SEWER
SBC
UTILITY
11.98GF
11.87FS
12.00
18.17TW
11.87FS
12.10GF
33.34
ROOF
12.10GF
12.05
12.05
12.08
11.71FL
12.07
12.36 18.85TW
18.79TW
12.24
14.75TW 17.40TW
16.59
16.77FF
16.52
12.51
14.24 16.06 16.0NG
22.22TW 16.23
16.53
16.31FS
16.43TG
16.41
16.36
18.2TW
15.6NG
18.21TW
16.31FS 16.38FS
18.22TW 16.28
16.34
15.8NG 18.23TW
16.75FF
16.38FS
15.9NG
19.50TW
18.28TW
17.7NG
18.84TW
18.91TW
22.1TW 18.03FS
16.35FS
16.31FS
16.13FS 16.07TG 12.41TG
22.08TW
15.90
18.13TW
15.1NG
15.47TW
12.5NG
12.39
11.93
11.99
12.05FS
GARAGE
RESIDENCE
RESIDENCE
RESIDENCE
GARAGE
GARAGE
COVERED AREA
D=0%%d20’01" R=8,590.00’ L=50.00’
10.0
2’ GUTTER
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.CONC.
CONC.
CONC.
CONC.
CONC.CONC.
P P P
P
P
P
PP
CONC.
CONC.
FOUNTAINCONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.
CONC.CONC.
CONC.
CONC.
BBQ
P
P
PPPPP
P P
P
P
EDISON
P
P
P
BM#: NB1-4-71
ELEVATION: 7.83
DATUM: NAVD88
THAT PORTION OF LOTS 9 AND 10 IN BLOCK c OF TRACT NO. 518, IN THE CITY OF
NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN
BOOK 17, PAGES 33 TO 36 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY MORE PARTICULARLY DESCRIBED AS PARCEL 1 OF LOT
LINE ADJUSTMENT N.B.L.L.A. 94-10 RECORDED DECEMBER 1, 1994, AS INSTRUENT NO.
94-693695, OFFICIAL RECORDS.
18.91TW 22.18TW
11.93FS
TREE
PROPERTY LINE
PROPERTY LINE
PROPERTY
LINE
PROPERTY
LINE
15.9NG
15.6N
G
16.5
16.5
16.5 16.5
16.5
16.5 16.6
12.2
12.10GF
12.10GF
12.10GF
12.10GF
12.10
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:14 AMT-24-1TITLE 24 ENERGY REPORT
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:16 AMT-24-2TITLE 24 ENERGY REPORT
PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:18 AMT-24-3TITLE 24 ENERGY REPORT
PRECISE GRADING PLANFOROCEAN FRONT RESIDENCE1740 OCEAN FRONT E, NEWPORT BEACH, CA 92661APN-048-212-191. ALL WORK SHALL CONFORM TO CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC), THE PROJECT SOILS REPORT AND SPECIALREQUIREMENTS OF THE PERMIT.2. DUST SHALL BE CONTROLLED BY WATERING AND/OR DUST PALLIATIVE.3. SANITARY FACILITIES SHALL BE MAINTAINED ON THE SITE DURING THE CONSTRUCTION PERIOD.4. WORK HOURS ARE LIMITED FROM 7:00 AM TO 6:30 PM MONDAY THROUGH FRIDAY; 8:00 AM TO 6:00 PM SATURDAYS; AND NO WORK ON SUNDAYSAND HOLIDAYS PER SECTION 10-28 OF THE NBMC.5. NOISE, EXCAVATION, DELIVERY AND REMOVAL SHALL BE CONTROLLED PER SECTION 10-28 OF THE NBMC.6. THE STAMPED SET OF APPROVED PLANS SHALL BE ON THE JOB SITE AT ALL TIMES.7. PERMITTEE AND CONTRACTOR ARE RESPONSIBLE FOR LOCATING AND PROTECTING UTILITIES.8. APPROVED SHORING, DRAINAGE PROVISIONS AND PROTECTIVE MEASURES MUST BE USED TO PROTECT ADJOINING PROPERTIES DURING THEGRADING OPERATION.9. CESSPOOLS AND SEPTIC TANKS SHALL BE ABANDONED IN COMPLIANCE WITH THE UNIFORM PLUMBING CODE AND APPROVED BY THE BUILDINGOFFICIAL.10. HAUL ROUTES FOR IMPORT OR EXPORT OF MATERIALS SHALL BE APPROVED BY THE CITY TRAFFIC ENGINEER AND PROCEDURES SHALLCONFORM WITH CHAPTER 15 OF THE NBMC.11. POSITIVE DRAINAGE SHALL BE MAINTAINED AWAY FROM ALL BUILDING AND SLOPE AREAS.12. FAILURE TO REQUEST INSPECTIONS AND/OR HAVE REMOVABLE EROSION CONTROL DEVICES ON-SITE AT THE APPROPRIATE TIMES SHALLRESULT IN A "STOP WORK" ORDER.13. ALL PLASTIC DRAINAGE PIPES SHALL CONSIST OF PVC OR ABS PLASTIC SCHEDULE 40 OR SDR 35 OR ADS 3000 WITH GLUED JOINTS.14. NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER STREETS, CURBS, GUTTERS OR STORMDRAINS. ALL MATERIAL AND WASTE SHALL BE REMOVED FROM THE SITE.1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTOR WILL BEREQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITION DURING THE COURSE OF CONSTRUCTION OF THEPROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT BELIMITED TO NORMAL WORKING HOURS. CONSTRUCTION CONTRACTOR FURTHER AGREES TO DEFEND, INDEMNIFY AND HOLD DESIGNPROFESSIONAL HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THISPROJECT, EXCEPTING LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF DESIGN PROFESSIONAL.2. IF THIS PROJECT IS STAKED BY SURVEY CREWS OTHER THAN THOSE CREWS UNDER THE DIRECT SUPERVISION OF THE SIGNATORY ENGINEER, THESIGNATORY ENGINEER WILL NO LONGER BE THE ENGINEER OF RECORD AND WILL HAVE NO RESPONSIBILITY AS TO THE FINAL CONSTRUCTEDPROJECT. THE SIGNATORY ENGINEER WILL NOT BE RESPONSIBLE FOR ERRORS OR OMISSIONS THAT COULD HAVE BEEN CORRECTED DURING THECONSTRUCTION OF THIS PROJECT, IF THE STAKING HAD BEEN DONE BY THE SURVEY CREW UNDER HIS DIRECT SUPERVISION.3. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A SEARCH OFAVAILABLE RECORDS TO THE BEST OF OUR KNOWLEDGE. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECTTHE UTILITIES SHOWN, AND ANY OTHER LINES OR STRUCTURES NOT SHOWN ON THESE PLANS, AND IS RESPONSIBLE FOR THE PROTECTION OF,AND ANY DAMAGE TO THESE LINES OR STRUCTURES.SHEET INDEXTITLE SHEETC-1PRECISE GRADING & DRAINAGE PLANC-2SECTIONS & DETAILS C-3SOIL RECOMMENDATION C-4OWNERJIM & CATHY CEFALIA1740 OCEANFRONT ENEWPORT BEACH, CA 92661ARCHITECTROST ARCHITECTS16530 BAKE PARKWAYIRVINE CA 92618PHONE: 949-545-9084SOIL ENGINEEREGA CONSULTANTS375-C MONTE VISTA AVENUECOSTA MESA, CA 92627PHONE: 949-642-9309CIVIL ENGINEERCORE CIVIL INC.23172 PLAZA POINTE DRIVE, SUITE #145LAGUNA HILLS, CA 92653PHONE: 949-954-7244BASIS OF BEARINGTHAT PORTION OF LOTS 9 AND 10 IN BLOCK C OF TRACT NO. 518, IN THE CITY OF NEWPORTBEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 17,PAGES 33 TO 36 INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY MORE PARTICULARLY DESCRIBED AS PARCEL 1 OF LOT LINEADJUSTMENT N.B.L.L.A. 94-10 RECORDED DECEMBER 1, 1994, AS INSTRUENT NO. 94-693695,OFFICIAL RECORDS.BENCH MARKBM#; NB1-4-71ELVATION : 7.83DATUM: NAVD88EARTH WORK QUANTITYCUT7C.Y.FILL47 C.Y.IMPORT40 C.Y.EXPORTN/A C.Y.OVEREXCAVATION AND RECOMPACTIONN/A C.Y.LOT SIZE:3,982 SQ-FTTOTAL IMPERVIOUS AREA:3,874 SQ-FTNOTE:QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY.SECTION 4216 / 4217 OF THE GOVERNMENT CODEREQUIRES A DIGALERT IDENTIFICATION NUMBER BEISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BEVALID. FOR YOU DIGALERT I.D. NUMBER CALLUNDERGROUND SERVICE ALERT TOLL FREE1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG.1. AN AS-BUILT GRADING PLAN SHALL BE PREPARED BY THE CIVIL ENGINEER INCLUDING ORIGINAL GROUND SURFACE ELEVATIONS, AS GRADEDGROUND SURFACE ELEVATIONS, LOT DRAINAGE PATTERNS AND LOCATIONS, AND ELEVATIONS OF ALL SURFACE AND SUBSURFACE DRAINAGEFACILITIES. HE/SHE SHALL PROVIDE WRITTEN APPROVAL THAT THE WORK WAS DONE IN ACCORDANCE WITH THE FINAL APPROVED GRADINGPLAN AND STATE THE NUMBER OF YARDS OF CUT AND/OR FILL MOVED DURING THE OPERATION.2. A SOILS GRADING REPORT PREPARED BY THE SOILS ENGINEER, INCLUDING LOCATIONS AND ELEVATION OF FIELD DENSITY TESTS. SUMMARIESOF FIELD AND LABORATORY RESULTS AND OTHER SUBSTANTIATED DATA AND COMMENTS ON ANY CHANGES MADE DURING GRADING ANDTHEIR EFFECT ON THE RECOMMENDATIONS MADE IN THE SOILS ENGINEERING INVESTIGATION REPORT. HE SHALL PROVIDE WRITTENAPPROVAL AS TO THE ADEQUACY OF THE SITE FOR THE INTENDED USE AND COMPLETION OF WORK IN ACCORDANCE WITH THE JOBSPECIFICATIONS.3. A GEOLOGIC GRADING REPORT PREPARED BY THE ENGINEERING GEOLOGIST, INCLUDING A FINAL DESCRIPTION OF THE GEOLOGY OF THESITE, INCLUDING ANY NEW INFORMATION DISCLOSED DURING THE GRADING AND THE EFFECT OF SAME ON RECOMMENDATIONSINCORPORATED IN THE APPROVED GRADING PLAN. HE/SHE SHALL PROVIDE WRITTEN APPROVAL AS TO THE ADEQUACY OF THE SITE FOR THEINTENDED USE AS AFFECTED BY GEOLOGIC FACTORS.VICINITY MAPNOT TO SCALESITEGENERAL NOTESEROSION CONTROLREQUIRED INSPECTIONSGRADING FILLS/CUTS1. GRADED SLOPES SHALL BE NO STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL.2. FILL SLOPES SHALL BE COMPACTED TO NO LESS THAN 90 PERCENT RELATIVE COMPACTION OUT TO THE FINISHED SURFACE.3. ALL FILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION AS DETERMINED BY ASTM TESTMETHOD 1557, AND APPROVED BY THE SOILS ENGINEER. COMPACTION TESTS SHALL BE PERFORMED APPROXIMATELY EVERY TWO FEET INVERTICAL HEIGHT AND OF SUFFICIENT QUANTITY TO ATTEST TO THE OVERALL COMPACTION EFFORT APPLIED TO THE FILL AREAS.4. AREAS TO RECEIVE FILL SHALL BE CLEARED OF ALL VEGETATION AND DEBRIS, SCARIFIED AND APPROVED BY THE SOILS ENGINEER PRIOR TOPLACING OF THE FILL.5. FILLS SHALL BE KEYED OR BENCHED INTO COMPETENT MATERIAL.6. ALL EXISTING FILLS SHALL BE APPROVED BY THE SOILS ENGINEER OR REMOVED BEFORE ANY ADDITIONAL FILLS ARE ADDED.7. ANY EXISTING IRRIGATION LINES AND CISTERNS SHALL BE REMOVED OR CRUSHED IN PLACE AND BACKFILLED AND APPROVED BY THE SOILSENGINEER.8. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL, AFTER CLEARING AND PRIOR TO THE PLACEMENT OF FILL IN CANYONS, INSPECTEACH CANYON FOR AREAS OF ADVERSE STABILITY AND DETERMINE THE PRESENCE OF, OR POSSIBILITY OF FUTURE ACCUMULATION OF,SUBSURFACE WATER OR SPRING FLOW. IF NEEDED, DRAINS WILL BE DESIGNED AND CONSTRUCTED PRIOR TO THE PLACEMENT OF FILL INEACH RESPECTIVE CANYON.9. THE EXACT LOCATION OF THE SUBDRAINS SHALL BE SURVEYED IN THE FIELD FOR LINE AND GRADE.10. ALL TRENCH BACKFILLS SHALL BE COMPACTED THROUGHOUT TO A MINIMUM OF 90 PERCENT RELATIVE COMPACTION, AND APPROVED BY THESOILS ENGINEER. THE BUILDING DEPARTMENT MAY REQUIRE CORING OF CONCRETE FLAT WORK PLACED OVER UNTESTED BACKFILLS TOFACILITATE TESTING.11. THE STOCKPILING OF EXCESS MATERIAL SHALL BE APPROVED BY THE BUILDING DEPARTMENT.12. LANDSCAPING OF ALL SLOPES AND PADS SHALL BE IN ACCORDANCE WITH CHAPTER 15 OF THE NBMC.13. ALL CUT SLOPES SHALL BE INVESTIGATED BOTH DURING AND AFTER GRADING BY AN ENGINEERING GEOLOGIST TO DETERMINE IF ANYSTABILITY PROBLEM EXISTS. SHOULD EXCAVATION DISCLOSE ANY GEOLOGICAL HAZARDS OR POTENTIAL GEOLOGICAL HAZARDS, THEENGINEERING GEOLOGIST SHALL RECOMMEND AND SUBMIT NECESSARY TREATMENT TO THE BUILDING DEPARTMENT FOR APPROVAL.14. WHERE SUPPORT OR BUTTRESSING OF CUT AND NATURAL SLOPES IS DETERMINED TO BE NECESSARY BY THE ENGINEERING GEOLOGIST ANDSOILS ENGINEER, THE SOILS ENGINEER WILL OBTAIN APPROVAL OF DESIGN, LOCATION AND CALCULATIONS FROM THE BUILDING DEPARTMENTPRIOR TO CONSTRUCTION.15. THE ENGINEERING GEOLOGIST AND SOILS ENGINEER SHALL INSPECT AND TEST THE CONSTRUCTION OF ALL BUTTRESS FILLS AND ATTEST TOTHE STABILITY OF THE SLOPE AND ADJACENT STRUCTURES UPON COMPLETION.16. WHEN CUT PADS ARE BROUGHT TO NEAR GRADE THE ENGINEERING GEOLOGIST SHALL DETERMINE IF THE BEDROCK IS EXTENSIVELYFRACTURED OR FAULTED AND WILL READILY TRANSMIT WATER. IF CONSIDERED NECESSARY BY THE ENGINEERING GEOLOGIST AND SOILSENGINEER, A COMPACTED FILL BLANKET WILL BE PLACED.17. THE ENGINEERING GEOLOGIST SHALL PERFORM PERIODIC INSPECTIONS DURING GRADING.18. NOTIFICATION OF NONCOMPLIANCE: IF, IN THE COURSE OF FULFILLING THEIR RESPONSIBILITY, THE CIVIL ENGINEER, THE SOILS ENGINEER, THEENGINEERING GEOLOGIST OR THE TESTING AGENCY FINDS THAT THE WORK IS NOT BEING DONE IN CONFORMANCE WITH THE APPROVEDGRADING PLANS, THE DISCREPANCIES SHALL BE REPORTED IMMEDIATELY IN WRITING TO THE PERSON IN CHARGE OF THE GRADING WORKAND TO THE BUILDING INSPECTOR. RECOMMENDATIONS FOR CORRECTIVE MEASURES, IF NECESSARY, SHALL BE SUBMITTED TO THE BUILDINGDEPARTMENT FOR APPROVAL.1. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15.2. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15.3. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THEFIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THEWORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT.4. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT.1. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER,GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES.REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.2. A PRE-PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF THE SUB-GRADE PREPARATION FOR THE PAVING WITH THEFOLLOWING PEOPLE PRESENT: OWNER, PAVING CONTRACTORS, DESIGN CIVIL ENGINEER, SOILS ENGINEER, CITY BUILDING INSPECTOR ORTHEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.DOCUMENTATIONNOTEISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVECOVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACTYOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY, AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKDEPARTMENT.NOTICE TO CONTRACTORNOTE TO SURVEYORADDITIONAL NOTEPUBLIC WORKS NOTESURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BESUBMITTED TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION.SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSET BEFORE STARTING GRADING.1. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON THE ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.2. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONS DURINGSHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING.3. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNER BY CERTIFIED MAIL 10 DAYS PRIOR TO STARTING THE SHORING OR EXCAVATIONWORK.1. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BEISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE ISDAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTINGUTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/ORCLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE RECONSTRUCTION WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLICWORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT.A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. ALL NON-STANDARDIMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWERCONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.5. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A"LICENSED GENERAL ENGINEERING CONTRACTOR.1. SHEET PILES ARE NOT PERMITTED FOR SHORING DUE TO POTENTIAL DAMAGE TO ADJACENT PROPERTIES.2. EXCAVATIONS AND SHORING SHALL BE MADE ENTIRELY WITHIN THE PROPERTY LINES.3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATION DEEPER THAN 5' AND FOR SHORING AND/OR UNDERPINNING.4. LICENSED SURVEYOR TO PROVIDE MONITORING OF SHORING AND IMPROVEMENTS ON ADJACENT PROPERTIES AND SUBMIT RESULTS WITH AREPORT TO THE SHORING DESIGN ENGINEER AND TO THE BUILDING INSPECTOR ON A DAILY BASIS DURING EXCAVATION AND SHORING ANDWEEKLY BASIS THEREAFTER. WHERE DEWATERING IS REQUIRED, MONITORING SHALL CONTINUE UNTIL DEWATERING IS STOPPED.5. IN LIEU OF SPECIAL INSPECTION BY DEPUTY BUILDING INSPECTOR, GEOTECHNICAL ENGINEER SHALL PROVIDE CONTINUOUS INSPECTIONSDURING SHORING AND EXCAVATION OPERATIONS AND DURING REMOVAL OF SHORING6. CONTRACTOR SHALL NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING ANY EXCAVATION WORK (CIVILCODE SECTION 832). PROOF OF CERTIFIED MAIL SHALL BE PROVIDED PRIOR TO ISSUANCE OF GRADING PERMIT.7. NON-CANTILEVERED RETAINING WALLS MUST BE SHORED UNTIL THE BRACING ELEMENT(S) IS IN PLACE.SHORING NOTESTITLE SHEETC-1SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: OCEANFRONT RESIDENCE1740 OCEANFRONT ENEWPORT BEACH, CA 92661PROJECT ADDRESS211311740 OCEANFRONT ENEWPORT BEACH, CA 92661PLANS PREPARED BY:
GARAGERESIDENCE RESIDENCERESIDENCEGARAGEGARAGEN20°19'44"E 80.00'D=0°20'01"
L=49.55'
R=8,510.00'
R=8,590.00'N20°39'04"E 80.00'D=0°20'01"L=50.00'
℄ ALLEY 15'PROPOSED RESIDENCEEX. SLABFF=17.58'GARAGEAPN: 048-212-1910'FFG=12.59'
FFG=12.19'16.75 FF16.53 FS16.10 FS2%
2%
2%
2%
2%
2%
FF=17.58'FF=17.58'17.50 FS17.50 FS17.33 FS17.33 FSH=2.06'18.91 TW17.33 FS16.85 BW17.33 FS2%17.30 FS16.70 FG17.30 FS16.80 FG16.45 FS(15.95) FG17.07 FS16.87 FG16.90 FS16.57 FG17.23 FS16.91 FG2%2%2%2%SDSDSDSDSDSDSDSDSDSDSDSDSDSD16.67 FS16.67 FS16.16 FG16.53 FS16.01 FGFF=17.58'
FF=17.58'16.33 TG15.85 INV12%222222%2%2%2%2%17.17 FS17.33 FS17.17 FS15.10 FS14.60 FS14.10 FS13.60 FS13.10 FS17.07 FS16.85 FGH=(3.32')20.67 TW17.35 FS17.33 FS17.33 FSGM PROTECT IN PLACEH=5.94'22.22 TW16.28 BWH=4.47'20.75 TW16.28 BWH=4.85'18.85 TW14.00 BW15.60 FSH=3.06'15.58 TW12.52 BW14.99 FS14.49 FS13.99 FS13.49 FS12.99 FS15.49 FS2%H=5.58'20.75 TW15.17 BWH=5.78'18.26TW12.48 BW16.10 FSH=0.72'16.23 TW15.51 BWH=2.24'16.23 TW13.99 BW5%16.97 FS16.34 NG16.84 FS16.17 FS16.01 FG2%16.90 FS16.60 FG16.65 FS16.57 FGWM PROTECTIN PLACESEWER PROTECTIN PLACE5%2%216.85 TG15.72 INV716.55 TG15.64 INV716.65 FS16.25 FS16.20 FG2%
2%16.53 FS16.14 FS16.04 FG16.00 TG16.25 INV12%17.15 TG16.40 INV15.77 INV12.04 TG11.04 INV℄ OCEANFRONT E 18.00 TC17.58 FS18.00 TC17.50 FS412.04 TG11.04 INV11.87 TG10.87 INV12.03 FSPLPLPLPLWATER SURFACEFF=16.06'EX. WALL TO REAMINEX. WALL TO REAMINEX. CONC. PADTO BE REMOVEDEX. WALL TO REAMINEX. SITE WALLTO BE REMOVEDEX. SITE WALLTO BE REMOVEDEX. SITE WALLTO BE REMOVEDEX. SITE WALLTO BE REMOVEDEX. SITE WALL TO BE REMOVEDEX. SITE WALL TO BE REMOVED16.83 FSDS1SDSDSDSDSDSDSDSDSDSD 17.14 FS16.34 NG2%2%16.76 FS16.34 FG5%WATER SURFACE FF=15.42'666666EX. SITE WALL TO REMAIN62%11.87 TG10.87 INV12%6.4%H=(5.87')(22.08) TW(16.21) BWH=(2.5')(18.17) TW(15.67) BWH=(5.42')(18.17) TW(12.75) BWPROPOSEDRESIDENCEFF=17.58'PAD=16.83'12.19 FS12.19 FS14 POSTS, 2' O.C.9PIPE & BOARD SHORING16.15 TG15.54 INV7SUBSUBSUBSUBSUBSUBSUBSUBSUB
33312.04 TG11.04 INV331/2" GAP516.83 TG14.23 INV10111216.83 TG14.23 INV101112SDSUBSUBSUBSUBSUBSUBSDSDSDSDSDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SDSDSDSDSDSDSDSDSDSDSDSDSD899
89LEGENDEXISTING CONTOURPROPOSED CONTOURSPOT ELEVATIONPROPOSED ACID WASH CONCRETEPROPOSED LANDSCAPEPROPOSED 5" CONCRETE SLABPROPOSED STORM DRAINPROPOSED PLANTER WALLEXISTING WALLFLOW LINEPROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPEPAD PROPOSED PAD ELEVATIONFS PROPOSED FINISHED SURFACEFG PROPOSED FINISHED GROUNDFF PROPOSED FINISHED FLOORINV INVERT OF PIPETG TOP OF GRATEPL PROPERTY LINETW TOP OF WALLTF TOP OF FOOTINGTRC TOP OF ROLLED CURBWS WATER SURFACE100100100FSSDX.X%S=X.XCONSTRUCTION NOTE1 INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL, SEE DETAIL 1/C-3.2 INSTALL 4" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN SYSTEM.3 CONSTRUCT BOTTOMLESS TRENCH DRAIN PER DETAIL 3/C-3.4 INSTALL DOWNSPOUT PER ARCHITECTURAL PLAN, SEE DETAIL 4/C-3.5 CONSTRUCT INFILTRATION TRENCH, SEE DETAIL ON SHEET 5/C-3.6 CONSTRUCT NEW GARDEN WALL PER ARCHITECTURAL PLAN.7 INSTALL 3" DIA DRAIN NDS 40W/RISER AND ADAPTOR OR EQUAL.8 INSTALL 4" DIA PVC SCH 40 PERFORATED PIPE SUBDRAIN WITH A MIN. 1% SLOPE.9 INSTALL 4" DIA PVC SCH 40 PERFORATED PIPE OVERFLOW WITH A MIN. 1% SLOPE.10 INSTALL 18"X18" BOTTOMLESS CONCRETE CATCH BASIN.11 INSTALL PRE-TREAMENT, SEE DETAIL ON SHEET 11/C-4.12 STENCIL "NO DUMPING - DRAINS TO OCEAN".F.G.F.G.12"36" MAX2x RETAINED HEIGHTTEMPORARY 1 1/8" THICK PLYWOOD(NO JOISTS) SHORING STAKED TO 3'-0" MAX.RETAINING HEIGHT AND BRACED WITHDRIVEN 2"Ø. PIPE @ 24" O.C.ALONG THE WIDTH OF OVEREXCAVATION.P.L.MIN.P.L.PRECISE GRADING PLANC-2PRECISE GRADING PLANSCALE 1"= 5'NOTE:SLAB SHALL BE UNDERLAIN BY MINIMUM OF 4-IN GRADED GRAVEL OR CRUSHED STONE.TOTAL IMPERVIOUSA AREA=3,841 SQ-FTSHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: OCEANFRONT RESIDENCE1740 OCEANFRONT ENEWPORT BEACH, CA 92661PROJECT ADDRESS211311740 OCEANFRONT ENEWPORT BEACH, CA 92661PLANS PREPARED BY:SCALE 1"= 5'1050510TEMPORARY SHORINGDETAIL9
614168101218⅊20222%EXIST SURFACEEXIST CONCRETE SURFACEEXIST WALLPROTECT IN PLACE⅊2%EXIST WALLPROPOSED WALLEXIST WALL411PIPE & BOARDSHORING10126814⅊1618FF=17.582%2%℄ALLEYEXIST SURFACE2022℄OCEANFRONTEEXIST FENCE WALLTO BE DEMOLISHED5%⅊TOP OF GRATEELEV. PER PLANSEE NOTES FOR GRATE TYPEFINISH GRADEADAPTOR4" PVC RISER (IF NEEDED)90° PVC ELL.4" PVC SDR 35 DRAIN PIPE (TYP.)0.7' MIN.INV. PER PLAN1% MIN.4" MIN PVC MAIN W/ TEE OR WYENOTE:1. ALL FITTINGS BY: NDS, INC. (OR EQUAL) PHONE:1-800-726-19942. REFER TO GRADING PLAN FOR FINISH GRADING.3. DO NOT GLUE GRATE OR RISER TO PIPE.4. GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUMBODIED FAST SET) FOR PIPE THRU 6" Ø.5.ALL PIPES TO BE 4" Ø PVC SDR 35 OR SCHEDULE 40.1% MIN.INV. ELEV. PER PLAN4" PVCNDS 643 COUPLINGORTOP OF GRATEELEV. PER PLAN0.85'
MIN.*USE 6" NDS 66 EXTENSIONS WHERENEEDEDNDS SPEED-D-BASIN NDS 101SINGLE OR NDS 201 DOUBLEOUTLET CATCH BASIN.SEE NOTES FOR GRATE TYPEFINISH GRADEINLET DRAINDETAILNOT TO SCALE1ZZNOTE:a. DIG A 24" WIDE X 18" MIN. DEPTH TRENCHb. PLACE FILTER CLOTH IN THE TRENCH LAP 12" @ TOPc. FILL BOTTOM OF THE TREHCH W/ 3/4" CRUSHED ROCKd. FORM AND POUR PERIMETER CONC. CURBe. FILL THE REST OF THE TRENCH WITH CRUSHED ROCK TO 4" FROM TOP OF TRENCH24"18" MIN.10"6"GRATEFILL THIS PORTION WITH CRUSHEDROCK AFTER POURING GRATESUPPORT CURB#4 REBAR T&B6" MIN. WIDE PEDESTRIAN SAFEFRAME & GRATE 38" SLOTOPENING. EASE JORDAN IRONWORKS OR EQUAL800-784-4100DIMENSIONS DETERMINED BYGRATE FRAME DIMENSIONS.USE FRAME AS A FORM34" CRUSHED ROCKSECTION Z-ZPLANBOTTOMLESS TRENCH DRAINDETAILNOT TO SCALE3BUILDING FACE1"1"1% MIN.PVC 45° ELL.DOWNSPOUT PER ARCHITECT'S PLANDOWNSPOUT EXTENSIONATTACHED W/ (1) SCREWEACH SIDE"N.D.S." BLACK 4" ROUND GRATEDOWNSPOUT ADAPTER NDS 903OR PIPE INCREASER ATTACHMENTNDS 407PVC RISER (LENGTH VARIES)FINISH GRADEPVC SDR 35 OR SCHED 40DOWNSPOUTDETAILNOT TO SCALEBUILDING FACEFINISH GRADECOBBLE OR SPLASH BLOCK438'5.2'4.2'37'0.5'0.5'4.2'6"6"3'WATER TABLE5.340.7'2%2%11.49'
12" OVERLAP
25.6'2'1'24.6'0.5'0.5'1'6"6"3'WATER TABLE5.347.15'3.87'2%2%12" OVERLAPSECTIONS & DETAILSC-3SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: OCEANFRONT RESIDENCE1740 OCEANFRONT ENEWPORT BEACH, CA 92661PROJECT ADDRESS211311740 OCEANFRONT ENEWPORT BEACH, CA 92661PLANS PREPARED BY:SECTION A-ASCALE 1"=5'SECTION B-BSCALE 1"=5'PRE-TREATMENT FILTERDETAILNOT TO SCALE11
SOIL RECOMMENDATIONC-4SHEET NO.:APPROVED BYDATENO.REVISIONSPROJECT NO.:OWNER/SUBDIVIDER: OCEANFRONT RESIDENCE1740 OCEANFRONT ENEWPORT BEACH, CA 92661PROJECT ADDRESS211311740 OCEANFRONT ENEWPORT BEACH, CA 92661PLANS PREPARED BY:
33' - 5"20' - 0"EC-3EC-2EC-4EC-1EC-4EC-1CONSTRUCTION ENTRANCEEXISTING 3-CAR GARAGEEC-1EC-1PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:31 AMA0.00EROSION CONTROL PLANKEYNOTES#DESCRIPTION1/8" = 1'-0"1EROSION CONTROL PLAN
WOOD FRAMINGPER STRUCTURAL07 21 00GLASS FIBER INSULATION PERSOUND DESIGN BELOW09 29 00GYPSUM BOARD, 5/8" MINIMUM PER FIRE DESIGN BELOWFIRE DESIGN:ONE LAYER 5/8" PROPRIETARY GYPSUM BOARD APPLIED PARALLEL TO ONE SIDE OF 2x4 WOOD STUDS 24" O.C. WITH 6D COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C.OPPOSITE SIDE: ONE LAYER 5/8" PROPRIETARY GYPSUM PANEL PRODUCT APPLIED PARALLEL TO STUDS 24" O.C. WITH 6D COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C.SOUND DESIGN:SOUND TESTED WITH SCREWS 12" O.C. AND 3 1/2" GLASS FIBER INSULATION FRICTION FIT IN STUD.PROPRIETARY GYPSUM PANEL PRODUCT:CERTAINTEED GYPSUM INC: 5/8" CERTAINTEED TYPE X GYPSUM BOARD, 5/8" SILENT FX QUICK CUTTMSEE PLANGA FILE NO. WP 32461-HOUR FIRE50-54 STC SOUNDTHICKNESS: 4-3/4"(FIRE AND SOUND)APPROX WEIGHT: 7 PSF(FIRE AND SOUND)FIRE TEST: UL R3660, 10CA25812, 8-17-10UL DESIGN U309SOUND TEST: OL 11-0616, 06-20-11METAL LATH07 10 00ONE LAYER OF CEMENTITIOUS WATERPROOFING MEMBRANE09 24 23ACRYLIC PLASTERCONCRETE MASONRY UNITADHERED MASONRY VENEER LESS THAN 2" THICK. PER CRC, R703.8 IN ACCORDANCE W/ MFG'S INSTRUCTIONS. REFER TO TABLES FOR MAX. HEIGHT AND VENEER WEIGHTCORR0510N-RE515TANT METAL OR WOVEN WIRE LATH, ATTACHED W/ CORR0510N-RE515TANT 1-1/2" LONG, II GAGE NAILS HAVING, A 1/16" HEAD, OR 7/8" LONG, 16 GAGE STAPL.E5, SPACED AT NO MORE THAN 6", OR AS OTHERWISE APPROVED.7/8" MIN2" MAXSCRATCH AND BROWN OVER METAL OR WIRE LATH07 10 00CEMENTITIOUS WATERPROOFING MEMBRANE07 10 00WATERPROOFINGFIRE RESISTANTPLYWOOD SHEATHINGMETAL FRAMING PER STRUCTRUAL07 21 00BATT INSULATIONFINISH SURFACEADHERED MASONRY VENEER LESS THAN 2" THICK. PER CRC, R703.8 IN ACCORDANCE W/ MFG'S INSTRUCTIONS. REFER TO TABLES FOR MAX. HEIGHT AND VENEER WEIGHTCORR0510N-RE515TANT METAL OR WOVEN WIRE LATH, ATTACHED W/ CORR0510N-RE515TANT 1-1/2" LONG, II GAGE NAILS HAVING, A 1/16" HEAD, OR 7/8" LONG, 16 GAGE STAPL.E5, SPACED AT NO MORE THAN 6", OR AS OTHERWISE APPROVED.7/8" MIN2" MAXSCRATCH AND BROWN OVER METAL OR WIRE LATHSEE PLAN07 10 00WATERPROOFINGPLYWOOD SHEATHINGWOOD FRAMING07 21 00BATT INSULATIONFINISH SURFACEBATTENWALL CLADDINGWALL CLADDING CLIPSEE PLANMETAL LATH07 10 00WATERPROOFINGPLYWOOD SHEATHINGWOOD FRAMING07 21 00BATT INSULATION09 24 23ACRYLIC PLASTERFINISH SURFACE7/8"WOOD FRAMINGPER STRUCTURAL09 29 00GYPSUM BOARD, SEE PLANS07 10 00WATERPROOFINGFIRE RESISTANTPLYWOOD SHEATHINGMETAL FRAMING PER STRUCTRUAL07 21 00BATT INSULATIONFINISH SURFACESEE PLANHEAVY GAUGE BREAK METAL7/8" MIN PLASTER ASSEMBLYWATERPROOFINGBUILDING PAPERWOOD FRAMING PER STRUCTURAL07 21 00GLASS FIBER INSULATION PERSOUND DESIGN BELOW09 29 00GYPSUM BOARD, 5/8" MINIMUM PER FIRE DESIGN BELOWFIRE DESIGN:EXTERIOR SIDE: ONELAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATING APPLIED PARALLEL TO 2x4 WOOD STUDS 24" O.C. WITH 1-3/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS.INTERIOR SIDE: ONELAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D COATED NAILS, 1-7/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. (LOAD BEARING)GA FILE NO. WP 8105 1-HOUR FIRETHICKNESS: VARIES(FIRE)APPROX. WEIGHT: 7 PSF(FIRE)FIRE TEST: SEE WP 3510(UL R3501-47,-48, 9-17-65, UL DESIGN U309; UL R1319-129, 7-22-70,UL DESIGN U314)SEE PLANSPLYWOOD SHEATHINGPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:33 AMA0.01WALL ASSEMBLIESEXTERIOR WALLS NOTES:1. ONE HOUR WALL ASSEMBLIES SHALL EXTEND FROM THE FOUNDATION TO THE UNDERSIDE OF THE ROOF. R302.32. WHERE FLOOR ASSEMBLIES ARE REQUIRED TO BE FIRE-RESISTANCE RATED, THE SUPPORTING CONSTRUCTION OF SUCH WALLS SHALL HAVE EQUAL OR GREATER FIRE RESISTIVE RATING. R302.3.13. EXTERIOR WALLS OF DWELLINGS, GUESTHOUSES, GARAGES, CARPORTS AND/OR ACCESSORY STRUCTURES CLOSER THAN 5 FT. (3 FT., IF SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION. TABLE R302.1(1) AND (2)4. NO OPENINGS SHALL BE PERMITTED IN THE EXTERIOR WALLS, INCLUDING VENTS, OF GROUP R-3 & GROUP U OCCUPANCIES WHERE THE EXTERIOR WALL IS CLOSER THAN 3 FT. TO THE PROPERTY LINE. TABLE R302.1(1) AND TABLE R302.1(2)5. WHERE THE EXTERIOR WALL OF NON-SPRINKLERED GROUP R3/U-MIXED OCCUPANCY STRUCTURE IS LOCATED BETWEEN 3 FT. AND 5 FT. AWAY FROM THE PROPERTY LINE. THE TOTAL AREA OF PROTECTED AND UNPROTECTED OPENINGS, INCLUDING VENTS, IS LIMITED TO 25% OF THE WALL AREA ON EACH FLOOR NOT INCLUDING GARAGE WALL. R302.1(1) AND TABLE R302.1(2)6. EAVES ARE NOT PERMITTED IN GROUP R3/U @ 2 FT. OR CLOSER TO THE PROPERTY LINE. PROJECTIONS IN SPRINKLERED STRUCTURES LOCATED > 2 FT. AND < 3 FT. TO THE PROPERTY LINE AND BETWEEN 2’ AND 5’FROM THE PROPERTY LINE IN NON-SPRINKLERED STRUCTURES SHALL BE OF AT LEAST 1-HOUR FIRE-RESISTANCE-RATED CONSTRUCTION OR HEAVY TIMBER. R302.1(1) AND TABLE R302.1(2) THE ROOF EAVE FIRE-RESISTANCE RATING SHALL BE PERMITTED TO BE REDUCED TO 0 HOURS ON THE UNDERSIDE OF THE EAVE IF FIREBLOCKING IS PROVIDED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING.7. EXTERIOR STAIRWAYS WITH ONE OPEN SIDE SERVING AS AN ELEMENT OF A REQUIRED MEANS OF EGRESS ARE NOT PERMITTED CLOSER THAN 3 FT. TO THE PROPERTY LINE. TABLE R302.1(1) AND TABLE R302.1(2). OPEN SIDE OF EXTERIOR STAIR PLUS OTHER OPENINGS ON THE SECURE EXTERIOR WALL SHALL BE LIMITED PER TABLE R302.1(1) AND TABLE R302.1(2).SOUND TRANSMISSION CONTROL NOTES:1. A SOUND TRANSMISSION CLASS (STC) RATING OF NOT LESS THAN 50 BASED ON LABORATORY TESTING (45 IF FIELD TESTED) IS REQUIRED. CBC 1207.2. PROVIDE CONSTRUCTION DETAILS OF THE SOUND RATED PARTITION BETWEEN DWELLING UNITS. CBC 12072. AN STC RATING AND IMPACT INSULATION CLASS (IIC) RATING OF NOT LESS THAN STC 50 BASED ON LABORATORY TESTING (45 IF FIELD TESTED) IS REQUIRED. CBC 1207.23. SOUND RATED PARTITIONS, FLOORS AND DECKS IDENTIFIED ON FLOOR PLANS.4. WALL-MOUNTED LAVATORIES AND TOILETS ARE NOT PERMITTED ON SOUND-RATED PARTITIONS.5. SOUND LEVEL FOR HVAC EQUIPMENT NOT TO EXCEED 50 DBA (55 DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR’S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY.6. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL.7. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT.8. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM ¼” THICK APPROVED RESILIENT MATERIAL.EXCEPTION: GAS PIPING NEED NOT BE ISOLATED.9. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.10. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12”BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR-CEILING ASSEMBLY WITHIN A WALL6" = 1'-0"6WA-6 - WALL ASSEMBLY 6 - 1HR INTERIOR6" = 1'-0"4WA-4 -WALL ASSEMBLY 4 -PLASTER ON CONCRETE BLOCK6" = 1'-0"5WA-5 - WALL ASSEMBLY 5 - STONE VENEER ON CONCRETE BLOCK6" = 1'-0"2WA-2 - WALL ASSEMBLY 2 - STONE VENEER ASSEMBLY6" = 1'-0"3WA-3 - WALL ASSEMBLY 3 - RESYSTA SIDING6" = 1'-0"1WA-1- WALL ASSEMBLY 1 - EXTERIOR PLASTER WALL6" = 1'-0"7WA-7 - WALL ASSEMBLY 7 - TYPICAL INTERIOR PARTITION6" = 1'-0"8WA-8 - WALL ASSEMBLY 8 - BREAK METAL ASSEMBLY6" = 1'-0"9WA-1 - WALL ASSEMBLY 1 - 1HR EXTERIORB
HARDWOOD FLOORENGINEERED WOOD FRAMING07 21 00R-13 BATT INSULATIONPLYWOOD DECKINGCORK UNDERLAYMENTTOP OF STRUCTURAL PLYWOODEQ-ANOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. LIGHTWEIGHT CONCRETE TOPPING SLAB. SELF LEVELINGSTONE FLOORANTI-FRACTURE MEMBRANEENGINEERED WOOD FRAMING07 21 00R-13 BATT INSULATIONEQ-ALIGHTWEIGHT CONCRETE TOPPING SLAB. SELF LEVELING & MORTARTOP OF STRUCTURAL PLYWOOD07 10 00 WATERPROOFINGSLOPE 2% MINIMUMTOP OF STRUCTURAL PLYWOODPLYWOOD DECKING09 30 13PORCELAIN FLOORINGNOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. ANTI-FRACTURE MEMBRANESETTING BEDRIP STRIPS BYND. SAND BED/RECOMPACTION PER SOILS REPORTSLOPE 2% MINIMUM09 30 13PORCELAIN FLOORINGCONCRETENOTE: WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. SETTING BED07 50 00 CLASS "A" ROOF ASSEMBLYRESYSTA CLADDINGTOP OF STRUCTURAL PLYWOODRESYSTA BATTEN SYSTEMEXTERIORRESYSTA BATTEN SYSTEM TO MATCH EXTERIOR07 21 00BATT INSULATION(OVER INTERIOR SPACE)TOP OF STRUCTURAL PLYWOODMETAL STANDING SEAM ROOFROOFING WATERPROOFING AND UNDERLAYMENTRESYSTA CLADDINGINTERIOR07 10 00VAPOR BARRIER WHERE OCCURSEXISTING SOILTOP OF CONCRETE SLABEXISTING CONCRETE SLAB ON GRADETYP. PER STRUCTURALHARDWOOD FLOORNOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. 07 10 00VAPOR BARRIERSAND BED/RECOMPACTION PER SOILS REPORTTOP OF CONCRETE SLABEXISTING CONCRETE SLAB ON GRADEGARAGE FINISH/POLISH PER OWNERSLOPE 2% MINIMUM07 10 00 SUBFLOOR DECK WATERPROOFING SYSTEMSLOPE 2% MINIMUMTOP OF STRUCTURAL PLYWOODSLOPED PLYWOOD DECKING09 30 13PORCELAIN FLOORING ON RAISED PEDESTAL SYSTEMNOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. RIP STRIPS BYND. BISON PEDESTAL SYSTEMFIRE SIDE/ GARAGE09 29 002-LAYERS GYPSUM BOARD, 5/8" MINIMUM PERPENDICULAR TO RESILIENT CHANNELS (UL TYPE ULIXTM)PER FIRE DESIGN BELOWRESILIENT FURRING CHANNELS07 21 00GLASS FIBER INSULATION PER SOUND DESIGN BELOW11 7/8" TJI JOISTS, PERSTRUCTURALPLYWOOD PER STRUCTURAL AND FIREDESIGN BELOWFINISH FLOOR PER PLAN/SCHEDULEPER STRUCTURAL1/8" SOUND REDUCTION MAT PER SOUND DESIGN BELOW3/4" PROPRIETARY GYPSUM FLOOR TOPPINGPER SOUND DESIGN BELOWFIRE DESIGN:BASE LAYER: 5/8" PROPRIETARY TYPE X GYPSUM PANELS APPLIED AT RIGHT ANGLES TO RESILIENT CHANNELS 16" O.C. WITH 1" TYPE 'S' SCREWS 8" O.C. RESILLIENT CHANNELS APPLIED AT RIGHT AHNDLES TO 9-1/2" DEEP WOOD I-JOISTS, WITH 1-1/4" DEEP BY 1-3/4" WIDE FLANGES AND 3/8" WEBS, 24" O.C. WITH 1-5/8" TYPE 'S' SCREWS.FACE LAYER: 5/8" PROPRIETARY TYPE X GYPSUM PANEL APPLIED AT RIGHT ANGLES TO CHANNELS WITH 1-5/8" TYPE S SCREWS 8" O.C. WOOD I-JOISTS SUPPORTING 23/32 PLYWOOD OR ORIENTED STRAND BOARD APPLIED AT RIGHT ANGLES TO I-JOISTS WITH 2-1/2" LONG SMOOK SHANK NAILS SPACED 6" O.C. AT THE PERIMETER AT 12" O.C. IN THE FIELD.SOUND DESIGN:SOUND TESTSED WITH 11-7/8" WOOD I-JOISTS, 3-1/2" GLASS FIBER INSULATION AGAINST THE FLOOR SIDE IN JOIST SPACES, 3/4" PROPRIETARY GYPSUM FLOOR TOPPING POURED OVER 1/8" PROPRIETARY SOUND REDUCTION MAT. FINISH FLOORING OR VINYL PLANK, SHEET VINYL, CUSHIONED SHEET VINYL, CARPET & PAD, CERAMIC TILE, OR ENGINEERED WOOD LAMINATE. PROPRIETARY GYPSUM PANEL:UNITED STATES GYPSUM COMPANY:-5/8" SHEETROCK BRAND ECOSMART PANELS FIRECODE -LEVELROCK BRAND FLOOR UNDERLAYMENTGA FILE NO. FC 5075 1-HOUR FIRE55-59 STC SOUNDAPPROX CEILING WEIGHT:4 PSF (FIRE AND SOUND)FIRE TEST:UL R1319, 4787388736, 7-22-16; 4787488182, 9-29-16; 4787596037, 11-18-16; 4788022241, 6-29-17, UL DESIGN M532SOUND TEST: ITS H5048.02, 9/18/17; ITS H5048.03, 9/18/17; ITS H5048.04, 9/18/17; ITS H5048.05, 9/18/17; ITS H5048.06, 9/18/17; ITS H5048.07, 9/18/17; IIC TEST:(53 VINYL PLANK) ITS H5048.02, 9/18/17; (51 SHEET VINYL) ITS H5048.03, 9/18/17; (57 WOOD FLOOR)ITS H5048.04, 9/18/17; (51 TILE AND SHEET MEMBRANE)ITS H5048.05, 9/18/17; (78 CARPET AND PAD)ITS H5048.06, 9/18/17; (56 LAMINATE FLOORING)ITS H5048.07, 9/18/17; EXISTING SOILTOP OF CONCRETE SLABNEW CONCRETE SLAB ON GRADETYP. PER STRUCTURALHARDWOOD FLOORNOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. 3 3/4"(N) VAPOR BARRIER WHERE OCCURSPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:38 AMA0.02FLOOR & ROOF ASSEMBLIES3" = 1'-0"1FL -1 - FLOOR ASSEMBLY 13" = 1'-0"2FL -2 - FLOOR ASSEMBLY 23" = 1'-0"3FL -3 - FLOOR ASSEMBLY 33" = 1'-0"8FL -5 - FLOOR ASSEMBLY 53" = 1'-0"10RF -1 - ROOF ASSEMBLY 13" = 1'-0"12RF -2 - ROOF ASSEMBLY 23" = 1'-0"6FL-7 - FLOOR ASSEMBLY 73" = 1'-0"7FL-8 - FLOOR ASSEMBLY 8 (GARAGE FLOOR)3" = 1'-0"4FL-4 - FLOOR ASSEMBLY 4.13" = 1'-0"5FL- 6 - INTERIOR 1HR RATED ASSEMBLY3" = 1'-0"9FL-9 - FLOOR ASSEMBLY 9
ProductSpecification07 10 00WATERPROOFING03 30 00CAST-IN-PLACE CONCRETE(EXTERIOR HARDSCAPE) 07 21 00THERMAL INSULATIONManufacturer: Johns ManvilleProduct: ComfortTherm Batts: Formaldehyde-free Fiberglass Insulation (25% recycled content)R-Values: Interior Walls / Floors: R-21 / R-22Exterior Walls / Floors: R-21 / R-22Roofs: R-22At Exterior SlabsConcrete: Cast-in-Place ConcretePigment: Scofield Per ArchitectSealer: Miracle Sealants 511 Porous PlusFinish: WR Grace "Topcast" Surface Retarder (03 Acid Etch)Sealer: Miracle Sealants 511 Porous PlusControl Joints: 1/8 Inch Saw-Cut, located per plans.Mock Ups: Provide a minimum of three 12" x 12” Mock Ups.Architect to provide input for each mock up prior toproceeding with subsequent mockup.09 29 00GYPSUM BOARD09 24 23PLASTERSystem: 3-coat; scratch, brown, finish Manufacturer: OMEGALath: Stucco Base:Reinforcement:Primer:Product Finish:Sealer for CMU:Accessories: Weep screed to be perforated and anodized or Kynar-painted to match plaster color. Provide cornerbeads,perforated J mold,control joints, etc. as required for acomplete installationWaterproofing:Samples: Provide a minimum of six 12" x 12” samples until desired color and finish is achieved.Mock Up: Provide a minimum of three 6'-0" x 6'-0" Wall Mock Ups.Wall mockups shall include wall cap and wall corner conditions as detailed.Manufacturer: TREMCOProduct: Bentonite Superstop MaterialRemarks: Clean, prepare, and prime surface. Install one strip ofBentonite Superstop at footing’s keyway, intersecting walls, walls and ceiling slabs, and walls and floor slabs per manufacturer’s specifications.AT CONCRETE SLAB ON GRADE:Water Stops at Concrete Cold JointsAT EXTERIOR STONE VENEER WALLS:Weather Resistant BarrierUnderlayment Interior (Typical)Manufacturer: Georgia Pacific Product: Densdeck FireguardThickness: 5/8" ThickInterior (All Bathrooms)ExteriorManufacturer: Georgia PacificProduct: DensArmor Plus® High-Performance Interior Panel, Type 'X'Thickness: 5/8"Finish: Level 5Manufacturer: Georgia PacificProduct: DensArmor Plus® High-Performance Interior Panel, Type 'X'Thickness: 5/8"Finish: Level 5Manufacturer: SikaBondProduct: Sika MB Vapor BarrierRemarks: Install seam tape and termination per manufacturer’sspecifications. Install boot seams around conduits and pipepenetrations. Install polyurethane caulking and terminationbar at perimeter.Vapor Barrier Top of (E) SlabManufacturer: AQUAFIN, Inc.Product: Aquafin-2K/M 90 milColor: Custom color to be approved by architectRemarks: Install Aquafin-2K/M 90 mil with (4 inch) mesh reinforcement as waterproofing. Apply mesh reinforcement at all sole plate joints. Extend waterproofing from the bottom of footing and up past sole plate joint. Ensure that waterproofing membrane extends over and ties in with adjoining plaster r stone wall weather resistive barrier system.AT BELOW-GRADE FOUNDATIONS / STEM WALLS:Cementitious WaterproofingSelf Adhered MembraneManufacturer: Parex USAProduct: Weather Tech "Weatherseal" Spray and Roll-OnProduct: GRACE ICE & WATER SHIELD® UnderlaymentManufacturer: Parex USAProduct: 396 Sheathing Joint TapeRemarks:Rain Screen Drainage MatManufacturer: Stuco-O-Flex International, Inc.Product: WaterWay Plus Rainscreen Drainage MatThickness: 7/16" nominalRemarks: Install per manufacturer's recommendations.SealerRefer to 04 22 00 DRY STACK STONE VENEERAT ACRYLIC PLASTER WALLS:Weather Resistant BarrierSelf Adhered MembraneManufacturer: Parex USAProduct: Weather Tech "Weatherseal" Spray and Roll-OnProduct: GRACE ICE & WATER SHIELD® UnderlaymentManufacturer: Parex USAProduct: 396 Sheathing Joint TapeRemarks:SealerRefer to 09 24 23 ACRYLIC PLASTER07 10 00WATERPROOFING(continued)Non-woven synthetic fiber tape to reinforce the membrane at sheathing board joints, into rough openings and other terminations into dissimilar materials.Non-woven synthetic fiber tape to reinforce the membrane at sheathing board joints, into rough openings and other terminations into dissimilar materials.AT LOW-SLOPED BUILT-UP DECKS:Single-Ply SystemManufacturer: PLI-DEK Product: PD-HR Hot Applied Fabric Reinforced Waterproofing AssemblyOREqual Hydrotech SystemThickness: Total Thickness of 215 mils average, 180 mils minimumRemarks:Install system per manufacturer specification. Sand all metal flashings to provide a rough surface; Etch and clean via solvent all perimeter metal flashings; Apply a manufacturer approved primer coat at substrate surfaces; embed 4-inch reinforcement polyester tape at all cracks and joints; in addition to the field membrane, install manufacturer’s 60 mil flexible flashing sheet at transitions; Install a minimum 180 mils of fully reinforced, monolithic, elastomeric roofing membrane; protection course suitable for pedestal pavers; equivalent systems by Pli-Dek, Henry’s, or Tremco are acceptable.Drains at Wood DeckProduct: Per General ContractorThe general contractor must protect deck’s waterproofing after completion with rigid protection material. Any penetrations or damage made to membrane after waterproofing has been completed may void warranties. Prior to installation of any finished surfacing material, a 48 hour flood test must be performed.Installation: AT WOOD SOFFITS:High Temperature Self Adhered MembranePrimer: Carlisle AWP primerMembrane: Install one layer of Miradri-HT high temperature resistant sheet waterproofing membrane. Caulking: Mastic all termination and lap joints with low solvent SM-7100 caulking.AT SHEET METAL:(Including Break Metal and Metal-Clad Columns)Building Paper (Two Layers)Product: Tyvek or Typar Building Wrap. Tape all seams. All laps minimum of 6".AT SHOWER PANS:Manufacturer: Pro-Bond flexible flashing reinforcementRemarks: Apply Gaco Western primer cost E-5320. Install 4-inch reinforcement polyester tape at all cracks and joints.Flexible FlashingShower Pan WaterproofingManufacturer: GacoProduct: Western LM-60 or UB-64 two-part polyurethane membrane.Install one layer of 72 lb. sanded base sheet SBS underlayment for protection.Interior(Mechanical and Electrical Rooms)Remarks: Add fire sealant to all gypsum wallboard seams in mechanical and electrical rooms to create 1-hour fire-rated enclosure.10 14 00METAL ADDRESS SIGNAGEManufacturer: Rejouvination Product:Size:Finish:Mounting:Text:Letter Font:Exterior Address10 52 00FIRE SPRINKLER HEADSManufacturer: Senju Sprinkler Co. Ltd. (or equivalent)Product: CN-RES Residential Flat Concealed Pendent SprinklerCover Plate: Cover Plate (color TBD, order separately)10 55 00MAILBOXManufacturer: CustomModel / Material:06 07 30TREATED WOODType: CDX Plywood - Fire Retardant, or Approved EqualManufacturer: Hoover Treated Wood ProductsListing Number: 2580-1707:0101Fire Resistant PlywoodAt Driveway EntryProduct SpecificationProduct SpecificationListings/Approvals: ICC ESR 2097 Underlayment CON-106 80 00FIBER-REINFORCED HYBRID CLADDING (RESYSTA CLADDING)Material: Resysta, bio-based wood substitute made of ARF (Active Resysta Filler). ARF is a proprietary blend of rice husks (60 percent by volume of recycled content) Manufacturer: Resysta North America, Inc.Color and Gloss: Concrete Gray - FlatResysta Walls / CladdingWOOD (RESYSTA) WALLSMaterial: Resysta, bio-based wood substitute made of ARF (Active Resysta Filler). ARF is a proprietary blend of rice husks (60 percent by volume of recycled content) Manufacturer: Resysta North America, Inc.Color and Gloss: Concrete Gray - FlatResysta EavesWOOD (RESYSTA) EAVESize: Hollow (3 Channel): RESP1231212.Size: 0.590 x 3.54 inches (15 x 90 mm).Standard Length: 12 ft. (3658 mm).Size: Hollow (3 Channel): RESP1231212.Size: 0.590 x 3.54 inches (15 x 90 mm).Standard Length: 12 ft. (3658 mm).Remarks: See specification sheet by Resysta for additional information including all accessory components, flashings, and fasteners required for installation. Remarks: See specification sheet by Resysta for additional information including all accessory components, flashings, and fasteners required for installation. Manufacturer: JDR Enterprises, Inc.Product: J-DRain® 300 Series Geonet Drainage CompositesRemarks:Composite Drainage MatManufacturer: TencateProduct: Mirafi 140 NC filter fabricRemarks:Filter FabricInstall per manufacturer's recommendations to assist in drainage and protect the membrane during backfill. Tie-in to existing waterproofing system as required for a watertight installation.Install per manufacturer's recommendations. Install filter fabric over footing and leave loose to wrap over French drain system. Install approx. 2” of bed gravel ¾ inch crushed rock and lay down PVC 4” perforated pipe. Cover the entire pipe with a minimum 6” to 8” of more gravel. Cover pipe and gravel French drain assembly with fabric. WD-1PL-1DECOMPOSED GRANITEManufacturer: CustomModel / Material: Decomposed GraniteAt Rear Yard and Front Entry Courtyard07 51 00BUILT-UP SUBFLOOR DECKING09 60 00WOODManufacturer: CustomModel / Material:To match exterior eavesAt Rear Deck OverhangDG-1RF-1WD-209 50 00WOODManufacturer: CustomModel / Material: Marine grade sealerTo match exterior eavesInterior Ceiling CladdingWD-3ST-104 43 13STONE VENEERSupplier: Stone Veneer Per Architect Stone:Grout:Pattern:Anchorage:Sealer: Miracle Sealants 511 Porous Plus (Exterior side)Mock Ups:All ApplicationsMaterial: AluminumColor: Kynar 500 to match Fleetwood Door and Window FramesGauge: 14Cavity Filler: Provide cavity filler / backing as required to ensure straightand flat installation.Drainage: Provide sheet metal drainage track with matching finishbehind all vertical seams.Mock Ups: Provide a minimum of three 12" x 12” Mock Ups. Architect toprovide input for each mock up prior to proceeding.Remarks: Prep metal per manufacturers recommendations.Sheet Metal(Break Metal and Metal Clad Columns)Product:Overflow Wall OutletsManufacturer: Fry Reglet CorporationProduct: "F" Reveal DRMF-625-75 (Depth 5/8", Width 3/4")Remarks: Vented Reveal (DRMF-625-V-75) to be used where requiredFinish: Anodized to match 05 50 00 Sheet MetalReveals at Wood SoffitsManufacturer: Fry Reglet CorporationProduct: Drip Screed DS-875-V-875 (Reveal Width 7/8")Finish: To be confirmed with ArchtiectReveals at Plaster Soffits07 41 13METAL ROOF PANELSAt Roof and Roof FasciaProduct: Metal Standing Seam Roof and Associate Fascia and Roof Flashing. ICC ESR-4173Manufacturer: Peterson Aluminum Corporation, or equivalent.Material: AluminumColor: Charcoal GreyGauge: 24Mock Ups: Provide a minimum of three 12" x 12” Mock Ups. Architect toprovide input for each mock up prior to proceeding.ALL MOCKUPS PER OWNERS DISCRETIONNOTE: PROVIDE MIN CLASS B FIRE CLASSIFICATION FOR NEW AND RECONSTRUCTED STRUCTURES. NBMC 15.05.210MTL-1MTL-207 60 00BREAK METAL09 67 23.13System: Direct ApplyManufacturer: Sika Corporation or EquivalentType: Sika MB or Equivalent(WATER ABSORPTION OF 0.06% OR LESS)Epoxy Topping o/ Existing SlabPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:39 AMA0.03BUILDING MATERIAL SPECIF.B
W/DPROJECT NORTHMAGNETIC NORTH30'-0" MINIMUM31' - 8 7/8"20'-0" MINIMUM20' - 0"3-CAR GARAGE2-STORY SINGLE FAMILY RESIDENCE1740 OCEAN FRONT E.APN: 048-212-19140 SF OPEN SPACE309 SF OPEN SPACEENTRYADJ. RESIDENCEADJ. RESIDENCEADJ. RESIDENCE00100100200200201101150' - 0"80' - 0"49' - 6 5/8"41' - 8"7' - 6 7/8"1' - 7 1/8"68' - 4 7/8"10' - 0"39' - 4"29' - 0 7/8"01901901401803303001604900810' - 0"N20o47'18"E RAD.N20o27'17"E RAD.4' - 2 1/4"22' - 7"8' - 6 1/2"A1.00216.68' - FS17.29' - FSA1.00305002300702334' - 1"E OCEANFRONT ALLEYCL05105716.75' - FF17.58' - FS12.75' - BW152013060060061059059059BEACH22.08' - TW17.35' - BW22.08' - TW18.17' - TW15.67' - BW18.17' - TW12.59' - FS12.19' - FS16.21' - BW3' - 6 1/8"3' - 2"3' - 2 3/8"3' - 6"3' - 9"3' - 8 3/4"4.2 4.1
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N20°19'44"E 80.00'
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N20°27'13"E RAD.GARAGERESIDENCED=0°20'01"R=8,590.00'L=50.00'COVERED AREA
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CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.PROPERTY LINEPROPERTY LINEPROPERTYLINE PROPERTYLINE 11.57FL11.62FL11.69FL11.98GF11.87FS12.0018.17TW11.87FS12.10GF
33.34
ROOF12.10GF12.0512.0512.0811.71FL12.0712.3618.85TW18.79TW12.2414.75TW17.40TW16.5916.77FF16.5212.5114.2416.0616.0NG22.22TW16.2316.5316.31FS16.43TG16.4 116.3618.2TW15.6NG18.21TW16.31FS16.38FS18.22TW16.2816.3415.8NG18.23TW16.75FF16.38FS15.9NG19.50TW18.28TW 17.7NG18.84TW18.91TW22.1TW18.03FS16.35FS 16.31FS16.13FS16.07TG12.41TG22.08TW1 5.90 18.13TW15.1NG1 5 .47 TW12.5NG12.39 11.9311.9912.05FS18.91TW22.18TW1 1.9 3 F S
17.12' - FS17.50' - FS001COVERED PATIOMIN. SYSB4' - 0"002002001001019EXTERIOR PATIO1/4" / 1'-0"ST-1ST-17' - 7"7' - 0"00250' - 0"02317.23' - FS17.14' - FS10417.32' - FS17.35' - FS1/4" / 1'-0"22.08' - TWA4.001ST-2EDGE OF SECOND FLOOR DECK ABOVE104EDGE OF ROOF ABOVE2D-42D-42D-4D-363D-1ST-11/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"SIM.MIN SYSB4' - 0"17.33' - FS17.17' - FS16.83' - FS051DG-115217.07' - FS4D-1ST-1ST-1PL-10130132' - 6"17.58' - FF05905905911D-3ABV11D-311D-3ABVABV5 3/8"11"7' - 4 3/4"4' - 1"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"7' - 5"10' - 1 5/8"1/4" / 1'-0"7' - 4 3/4"9"049011011001002007001MIN. SYSB4' - 0"CON-1104ST-1ST-11/4" / 1'-0"12.60' - FS12.45' - FS16.10' - FS16.46' - FS16.10' - FS1/4" / 1'-0"16.06' WTR LINE15.42' WTR LINE18" MAX DEPTH18" MAX DEPTHDG-1ST-1104EDGE OF ROOF ABOVEEDGE OF SECOND FLOOR ABOVE4A1.00WTR-1WTR-113.10' - FS12.99' - FS13.60' - FS13.49' - FS14.10' - FS14.60' - FS14.49' - FS15.10' - FS14.99' - FS15.60' - FS15.49' - FS1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"CON-1CON-1CON-1CON-1CON-1CON-11/4" / 1'-0"H3' - 5 3/8"1' - 0"5' - 5 3/8"1' - 0"16.66' - FS16.28' - BW16.28' - BW18.85' - TW15.51' - BW16.23' - TW13.99' - BW16.23' - TW3D-13D-111D-116.67' - FS16.75' - FF13.99' - FS1D-118.26' - TW0146D-44' - 2 1/8"1 7/8"14.00' - BWST-1ST-122.22' - TW12.53' - BW18.26' - TW1"4' - 10"1"16.06' - BW18.85' - TW15.58' - TW15.58' - TW20.75' - TW12.48' - BW15.17' - BW20.75' - TWSITE LEGENDHATCHED AREA INDICATES OPEN SPACEHATCHED AREA INDICATES FIRST FLOOR AREAHATCHED AREA INDICATES EXTERIOR HARDSCAPEGARAGE LEVEL - 12.75' FFENTRY LEVEL - 16.75' FF11.88' - FSMAIN LEVEL - 17.58' FFST-1CON-1CON-1CON-1CON-1CON-1CON-1ST-1ST-1CON-1WTR DEPTH1' - 6" MAX013014DG-12' - 7 1/2"2' - 1 5/8"D-131' - 9 3/4"3 3/8"19' - 9 3/8"13' - 6 1/2"PL-16' - 0"3' - 3 1/4"0625' - 9 1/4"063049ST-1ST-1PL-10125' - 8 1/8"0136' - 3 7/8"4' - 4"4' - 11 1/4"3' - 1 1/8"MAX HEIGHT6'-0" ABV. E.G.12.08' - EG12.26' - EGPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:45 AMA1.00SITE PLANKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK007 (E) EXISTING CURB/EDGE OF PAVEMENT008 CENTERLINE OF RIGHT-OF-WAY011 (E) SITE WALL/RETAININGWALL/FOOTING/CAISON TO REMAIN.REPLACE (E) COPING WITH (N) PER SPECS012 (N) SITE WALL, 6'-0" MAXIMUM HEIGHTFROM EXISTING GRADE PLANE013 (E) SITE WALL TO REMAIN. PROTECT INPLACE. REPLACE (E) COPING WITH (N) PERSPECS. MINIMAL REFINISHING PER PLANS014 (N) SITE FENCE AND GATE016 (N) STREET ADDRESS NUMBERS PERBUILDING SPECIFICATIONS018 (N) REFUSE/RECYCLYING BIN LOCATIONWITHIN SCREENED SIDE YARD019 (N) EXTERIOR HARDSCAPE023 (N) LANDSCAPE/PLANTING/VEGITATIONPER LANDSCAPE PLAN030 (E) ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 (E) GAS METER LOCATION TO REMAIN,PROTECT IN PLACE049 (N) EXTERIOR WATER FEATURE050 ROOF EDGE ABOVE051 (E) EXTERIOR HARDSCAPE057 (E) EXTERIOR STEPS059 FENCES, HEDGES, WALLS, RETAININGWALLS, GUARDRAILS AND HANDRAILS, ORANY COMBINATION THEREOF SHALL NOTEXCEED 42 INCHES FROM EXISTINGGRADE PRIOR TO CONSTRUCTION WITHINTHE REQUIRED SETBACK AREA(S)060 (E) SITE WALL TO BE REMOVED061 (E) CONCRETE PAD TO BE REMOVED062 MAXIMUM SITE WALL HEIGHT ABOVEESTABLISHED GRADE PLANE, 6'-0"063 LINE OF EXISTING SITE WALL. EXISTINGSITE WALL TO REMAIN. PROTECT INPLACE.104 EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"1/8" = 1'-0"1PROPOSED SITE PLAN1/4" = 1'-0"2PROPOSED SITE PLAN - ENLARGED PATIO1/4" = 1'-0"3PROPOSED SITE PLAN - ENLARGED ENTRY1/4" = 1'-0"4SITE SECTION - COVERED ENTRYCCCAAAAAAAAAAAAACC
1/4" / 1'-0"1/4" / 1'-0"T.O. MAIN LEVEL SLAB16.75' FST.O. (N) BUILT UP FLOOR FRAMING OVER EXISTING SLAB17.58' FST.O. ENTRY LEVEL SLAB16.75' FST.O. GUEST BEDROOM SLAB15.58' FSELEVATOR PIT-2' FROM ENTRY LEVEL SLAB ELEVATION (PER MFR)T.O. (E) GARAGE SLAB12.50' FST.O. (E) GARAGE APRON12.15' FS(N) GARAGE SLAB TO ALIGN WITH ADJ. SLOPE12.19' FST.O. LOWER SLAB12.75' FS1561570010010010010190190190190510570511' - 0"23' - 11 1/4"14' - 1 3/4"19' - 10 1/2"10 7/8"2D-42D-42D-41D-41D-4ABVABV1D-4ABV-4" RECESS FOR FLEETWOOD SLIDING DOOR TRACK5' - 0"7' - 10 5/8"16' - 3 5/8"4' - 6 1/4"4' - 0"9' - 7"14' - 0 1/8"6' - 5 3/8"1' - 4 1/2"5' - 2 3/4"3' - 5 7/8"5' - 11"3' - 1"6' - 8"34' - 1"4' - 4 3/4"1' - 0"20' - 7"1' - 0"16' - 1 3/4"2' - 11 1/8"22' - 7"19' - 0 7/8"PROJECT NORTHMAGNETIC NORTHPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:50 AMA1.01ARCHITECTURAL SLAB PLANKEYNOTES#DESCRIPTION001 PROPERTY LINE019 (N) EXTERIOR HARDSCAPE051 (E) EXTERIOR HARDSCAPE156 (E) EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)157 (N) EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)1/4" = 1'-0"1PROPOSED SLAB PLAN
UPDNDNUP 2REXISTING WALLS TO REMAINNEW WALLSWALL LEGEND#SHTSEE ENLARGED PLANFOR MORE INFORMATIONPROJECT NORTHMAGNETIC NORTHA3.002A3.011A3.012A3.001AA4.00EA4.02CA4.013-CAR GARAGEELEVAVFA4.02MIN SYSB4' - 0"7' - 5 1/2"34' - 1"MIN SYSB4' - 0"9 3/8"32' - 6 1/4"9 3/8"49' - 6 5/8"30' - 0" MINIMUM31' - 6 1/8"7 1/2"4 5/8"1' - 7 1/8"68' - 4 7/8"MIN RYSB10' - 0"59' - 10 3/8"8' - 6 1/2"9 3/8"20'-0" MIN20' - 0"6 3/4"13' - 7"4 3/4"23' - 6 1/2"1' - 0"7' - 6 1/2"1' - 0"10' - 6 1/8"16' - 0"5' - 0"13' - 3 1/2"2' - 1"4' - 7 1/2"D-7416.75' - FF17.43' - FS12.75' - FF1/4" / 1'-0"15.58' - FF4' - 1 3/8"41' - 6 1/2"4' - 4 1/8"22' - 7"18' - 11 1/2"1' - 7 1/8"68' - 4 7/8"MIN RYSB10' - 0"39' - 0 3/4"29' - 4 1/8"9 3/8"20' - 0"6 3/4"17' - 8 5/8"9 3/8"27' - 6 3/4"1' - 0"ABCDEFGiCiFiEiD9' - 10 1/2"4' - 9 1/2"18' - 0 1/8"2 3/8"4 3/4"4' - 10"4 3/4"3' - 5 7/8"6 3/4"6 3/4"5' - 0 5/8"4 3/4"12' - 0"4' - 0"4 3/4"9' - 2 1/4"3' - 1"6 3/4"6' - 1 1/4"4 3/4"EQEQDA4.011' - 7 5/8"1' - 7"231' - 5"4' - 4 1/2"3' - 10 1/2"3' - 11"GA4.034' - 6 1/2"3' - 0"6' - 0"4' - 0"4' - 0"4' - 3 3/8"8' - 9 1/4"4' - 0"2' - 0"8' - 9 1/4"4' - 0"654ENTRYBEDROOM 1BATH 1PWDR136KITCHENDININGCOVERED PATIO13' - 9 1/2"26' - 7 3/8"7' - 0 5/8"03003313017ABVABVABV1/4" / 1'-0"A4.001JH4' - 0"4' - 0 1/4"119COVEREDENTRY17.32' - FS17.23' - FS17.14' - FS17.07' - FS16.90' - FS16.69' - FS17.58' - FF17.58' - FF17.58' - FFR @0' -6 11/16"20LIVING ROOM-4"WA-2WA-2WA-1WA-2WA-3WA-2WA-5WA-4WA-4WA-5WA-2WA-3WA-2WA-3WA-2WA-2WA-1WA-1WA-4WA-2WA-2WA-8WA-7WA-7WA-7WA-6WA-61132' - 7 1/2"6 3/4"11' - 3 3/4"4' - 0"7' - 10 5/8"3' - 9 3/4"1' - 6"1' - 1 1/2"12' - 3 1/8"04815220' - 7"17' - 4 3/4"3' - 1 1/2"17.35' - FS17.33' - FS17.17' - FS16.83' - FS210145143144146147215R @0' -5"21D-7R @0' -6 27/32"7EQEQEQEQ513R @0' -7"211311302300100200100200100200100200200130" MIN2' - 6"30" MIN2' - 6"2073D-7107107SEE A1.00 FOR ADDITIONAL SITE INFOSEE A1.00 FOR ADDITIONAL SITE INFO15.58' - FF16.75' - FF5' - 5 1/8"11D-2-2"5' - 2"41530'-0" MINIMUM31' - 6 1/8"20'-0" MINIMUM20' - 0"0133' - 8 3/4"3' - 2"3' - 10 1/8"1 7/8"05905905912.59' - FS12.19' - FS1 1/8" / 1'-0"1701702D-41D-4ABV2D-42D-41D-4ABV1D-4ABV3' - 1 7/8"WA-41041042' - 0"2' - 9 3/8"018240415PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:34:58 AMA2.00PROPOSED FIRST FLOOR PLANSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK013 (E) SITE WALL TO REMAIN. PROTECT INPLACE. REPLACE (E) COPING WITH (N) PERSPECS. MINIMAL REFINISHING PER PLANS023 (N) LANDSCAPE/PLANTING/VEGITATIONPER LANDSCAPE PLAN030 (E) ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 (E) GAS METER LOCATION TO REMAIN,PROTECT IN PLACE048 (N) EXTERIOR FIREPLACE059 FENCES, HEDGES, WALLS, RETAININGWALLS, GUARDRAILS AND HANDRAILS, ORANY COMBINATION THEREOF SHALL NOTEXCEED 42 INCHES FROM EXISTINGGRADE PRIOR TO CONSTRUCTION WITHINTHE REQUIRED SETBACK AREA(S)107 COLUMN / BEAM PER STRUCTURAL113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S130 PROVIDE 5/8" TYPE-X GYP BOARD ATWALLS AND CEILING IN GARAGEADJACENT TO LIVING AREA136 NEW DIRECT VENT TANKLESS WATERHEATER. MFR: NORITZ, MODEL NRCP982OR EQUIVALENT. VERIFY SIZE W/ OWNER.PROVIDE DEDICATED GAS LINE FROM THEGAS METER TO THE WATER HEATER.REFER TO CPC 1216.3 OR THE MFRINSTALLATION MANUAL FOR MINIMUMGAS PIPE SIZING.143 REFRIGERATOR PER OWNER144 RANGE PER OWNER145 DISHWASHER PER OWNER146 SINK PER OWNER152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"170 PROVIDE 8" CURB207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)210 CASEWORK BY OWNER215 STAIR - SEE DETAILS AND ELEVATION FORMORE INFORMATION513 WALL MOUNTED LIGHTED MIRROR -PROVIDED BY INTERIOR DESIGNER.PROVIDE BLOCKING AND POWER1/4" = 1'-0"1PROPOSED FIRST FLOOR PLANBBAAAACAAAAB
DNWDUPA3.002A3.011A3.012A3.001AA4.00EA4.02CA4.0111' - 4"1' - 5 3/4"67' - 2 1/4"LIVING ROOMMASTERBEDROOMMASTER BATHDECK8' - 11 7/8"CLOSET14' - 7 1/4"4' - 0"8' - 11 7/8"MIN RYSB10' - 0"ELEVATOREQUIP.SAUNA2' - 9 3/8"39' - 0 3/8"7 1/2"13' - 0"4 3/4"5' - 3 3/8"4 3/4"5' - 3 3/8"4 3/4"13' - 0 3/8"7 1/2"4 3/4"5' - 3 3/4"BATH 2BATH 34' - 6"OFFICEGYM9' - 7 1/4"13' - 0"STEAM/SHOWER15' - 8 1/4"4 3/4"18' - 1 1/2"4 3/4"14' - 7 1/4"4 3/4"BEDROOM 2BEDROOM 3LAUNDRY2' - 0"4' - 11 7/8"2' - 0"9' - 5 1/4"4 3/4"3' - 2"4 3/4"5' - 0"4 3/4"5' - 6 3/4"4 3/4"13' - 0 3/8"2' - 8"FA4.025' - 5 1/4"7' - 3"5' - 5 1/4"6"29' - 4 1/8"1' - 4 1/8"14' - 10 1/2"4 3/4"5' - 3"4 3/4"3' - 0"9 1/4"2' - 2 3/4"41' - 9 3/4"iGiXiJiKiMiNiPiQiLiRiSiTiVDA4.01GA4.03ELEV9212731121314151617181922ABV ABV ABV ABV ABV ABV ABV ABVABV2524233230292826ABVABVABV ABVABVR @0' -6 11/16"203' - 7 1/2"3' - 7 1/2"HALLHALL1131132' - 2"EQEQ30" MIN2' - 6"4 3/4"4' - 10"2' - 5 5/8"1' - 4"1' - 2"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"WA-2WA-1WA-2WA-2WA-1WA-9WA-1WA-2WA-8WA-2WA-1WA-7WA-71/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"001002MIN SYSB4' - 0"MIN SYSB4' - 0"0010020020010010010027' - 8"34' - 0"42' - 1 1/4"1025D-24D-411928.75' - FF28.75' - FF28.75' - FF28.75' - FF28.75' - FF25.75' - FF28.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF2D-71021021131131521/4" / 1'-0"13' - 9 1/2"7' - 2 3/4"1' - 4 5/8"2102102102102105' - 3 5/8"4 3/4"11' - 8 1/2"4' - 0"7' - 10 5/8"3' - 9 3/4"6 3/4"11' - 3 3/4"4' - 0"12' - 3 1/8"1' - 0 3/4"10' - 3"3' - 1 1/2"4' - 6 1/4"4' - 10 1/4"30" MIN2' - 6"EQEQ-4"1471471155' - 2"2' - 5 5/8"20720710710710725.75' - FF0500500500501202402' - 6"2' - 6 3/4"7' - 5 1/4"164STORAGE7' - 3 3/8"6' - 11 1/8"25.75' - FF39ABV28.75' - FSiY3' - 7"2' - 6 3/4"1153' - 2"2' - 9 3/8"R @0' -7 3/16"5384041BLWBLW2' - 9 3/8"11D-3ABV4D-411D-3ABV2' - 10 1/8"2' - 10"3"3' - 9"4' - 8"LK1142ABV10D-21431451462' - 0"1 7/8"3' - 7 1/4"1716' - 9 3/4"6' - 10"iUiWiZ5' - 10 5/8"3' - 4 3/4"3' - 0 1/4"3' - 0"12' - 8 1/4"EXISTING WALLS TO REMAINNEW WALLSWALL LEGEND#SHTSEE ENLARGED PLANFOR MORE INFORMATIONPROJECT NORTHMAGNETIC NORTHPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 11:44:20 AMA2.01PROPOSED SECOND FLOOR PLANS1/4" = 1'-0"1PROPOSED SECOND FLOOR PLANKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK050 ROOF EDGE ABOVE102 GUARDRAIL +42" ABOVE FINISH FLOOR107 COLUMN / BEAM PER STRUCTURAL113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.115 SKYLIGHT (ABV./BLW./BYND. AS OCCURS)FINISH TO MATCH DOORS AND WINDOWS- FLAT LENS - CLEAR TEMPERED SAFETYGLASS - SEE DOOR/WINDOW SCHEDULEFOR SKYLIGHT SPECIFICATIONS119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S120 FIREPLACE FLU VENT (ABV./BLW./BYND.AS OCCURS)143 REFRIGERATOR PER OWNER145 DISHWASHER PER OWNER146 SINK PER OWNER147 WASHER/DRYER PER OWNER 100152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"164 (N) EXTERIOR DECK171 TRASH COMPACTOR PER OWNER207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)210 CASEWORK BY OWNER240 ELEVATOR BY ELEVATOR BOUTIQUE - E2ELEVATOR - CUSTOM MODEL NUMBERCA-11796BBBBBAC
A3.011A3.012A3.001AA4.00EA4.02CA4.01FA4.02DA4.01GA4.033" / 1'-0"3" / 1'-0"1/4" / 1'-0"5/8" / 1'-0"1/4" / 1'-0"5/8" / 1'-0"3" / 1'-0"MTL-1MTL-1MTL-1MTL-1MTL-1VALLEYVALLEYS3S21/4" / 1'-0"MTL-11/4" / 1'-0"1 1/8" / 1'-0"11915910410410410410410410445.04' - T.R.42.55' - T.R.RF-1S140.20' - T.R.1/4" / 1'-0"1' - 9 3/4"2' - 6 3/8"1' - 11 5/8"5' - 0 3/8"1' - 9 3/4"4' - 7 1/8"1' - 9 3/4"15815816016016016045.04' - T.R.42.55' - T.R.40.20' - T.R.38.54' - T.R.38.54' - T.R.11947.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY3' - 8 3/4"3' - 2"S41A16.31' - E.G.44.99' - T.R.2A16.13' - E.G.40.75' - T.R.3A15.96' - E.G.40.87' - T.R.4A12.31' - E.G.36.05' - T.R.5A11.87' - E.G.40.16' - T.R.1B16.41' - E.G.44.99' - T.R.2B16.54' - E.G.40.75' - T.R.3B16.54' - E.G.40.87' - T.R.4B14.09' - E.G.36.05' - T.R.5B12.08' - E.G.40.16' - T.R.E OCEANFRONT ALLEYBEACH36.05' - T.R.36.05' - T.R.2' - 1 1/2"2' - 4 3/4"2' - 0"2' - 2 1/4"39.20' - T.R.8' - 10 1/4"9' - 3 3/8"16.30' - E.G.INTERPOLATED FROM ESTABLISHED GRADE LINES 2 & 336.44' - T.R.13.20' - E.G.INTERPOLATED FROM ESTABLISHED GRADE POINT 4A & 4BMTL-1MTL-11071621696' - 1 1/4"4' - 11"107159169155113112PROJECT NORTHMAGNETIC NORTHPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX2/10/2022 5:37:56 PMA2.02ROOF PLANKEYNOTES#DESCRIPTION104 EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)107 COLUMN / BEAM PER STRUCTURAL112 CRICKET - SLOPE TO DRAIN - MIN. 2%SLOPE113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C. MAXIMUM 30 SQFT FLATROOF AREA.158 ATTIC SPACE PROVIDED FORMECHANICAL EQUIPMENT159 ZURN 100C FROET DUAL OUTLET ROOFDRAIN160 10" AURA ROOF VENT162 FLAT ROOF, SLOPE 1/4":12"169 6" CURB FOR SKYLIGHT MOUNT. SLOPETOP OF SKYLIGHT 1/4":12" MINIMUM1. SEE BUILDING MATERIAL SPECIFICATIONS FOR ROOFING SPECIFICATIONS2. PROVIDE MINIMUM CLASS B ROOF COVERING FOR NEW AND RECONSTRUCTED STRUCTURES. NBMC 15.05.2103. CLASS A ROOF COVERING IS REQUIRED IN HIGH-FIRE HAZARD SEVERITY ZONES (HFHSZ) AND WHEN A REROOF WITHIN A HFHSZ EXCEEDS 50% OF THE ROOF AREA IN ANY ONE YEAR PERIOD. 1505.1.1 CBC NBMC 15.05.2104. PROVIDE 2% SLOPE AT FLAT ROOFS AND DECKS.ROOF VENTILATION NOTES: (CRC R806)1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED W/. CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR.2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACEVENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OFTHE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLEDON THE WARM-IN-WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THEREQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THEATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THERIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEHREQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL ORROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATIONMORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED.3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOWOF AIR. A MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHT'G.AND AT THE LOCATION OF THE VENT.4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS.INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OFSECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THEREQ'TS. OF SECTION R703.1.5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASSEMBLY. 3. WHERE WOOD SHINGLES OR SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR-IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR-IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. 5.2. AIR-PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHT'G., RIDGE BOARD OR SHEET INSULATION W/. AN R-VALUE OR R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. 5.3. AIR-IMPERMEABLE AND AIR-PERMEABLE INSULATION. THE AIR-IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. THE AIR-PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR-PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR-IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER.1/4" = 1'-0"1ROOF PLANROOF VENT CALCULATIONS:ATTIC AREA:ZONE A:141.04 SQFT / 150 = 0.94 0.94 X 144 = 135.36 SQIN REQUIRED NFVAVENTS REQUIRED: (2) 10" AURA ROOF VENTS (78 SQIN NFVA EACH)TOTAL NFVA PROVIDED: 156 SQINZONE B:146.65 SQFT / 150 = 0.978 0.978 X 144 = 140.8 SQIN REQUIRED NFVAVENTS REQUIRED: (2) 10" AURA ROOF VENTS (78 SQIN NFVA EACH)TOTAL NFVA PROVIDED: 156 SQINROOF VENT SYMBOLAAAAAAAAAAAAAAABBC
WDUPGARAGE AREA 2453.02 SQ FTAREA 41,003.50 SQ FTAREA 1114.52 SQ FTAREA 5402.27 SQ FTAREA 675.18 SQ FT36' - 0"3' - 1"13' - 3 1/2"2' - 1"3' - 9 7/8"13' - 9 3/8"27' - 10 1/2"8' - 6 1/2"8' - 9 5/8"18' - 5 3/8"29' - 2 1/8"34' - 1"AREA 213.71 SQ FTAREA 357.46 SQ FT6' - 2 1/2"4' - 5 3/8"4' - 9 1/2"18' - 7 5/8"GARAGE AREA 368.58 SQ FTGARAGE AREA 4184.26 SQ FTGARAGE AREA 114.77 SQ FT34' - 1"32' - 11"ENTRY309.27 SQ FTPATIO140.07 SQ FT7' - 6 7/8"40' - 9 3/4"8' - 6 1/2"16' - 4 3/4"6"AREA 7843 SQ FT39' - 0 3/8"26' - 8 1/8"17' - 10 5/8"21' - 7 1/8"11' - 1 7/8"27' - 10 1/2"5' - 2 1/4"6' - 3 7/8"14' - 5"27' - 2 7/8"10' - 7 3/8"16' - 0 3/4"2' - 6"22' - 7 3/4"AREA 832.88 SQ FTAREA 9141.71 SQ FTAREA 10498.51 SQ FTAREA 11726.72 SQ FTAREA 1356.46 SQ FTDECK AREA 1104.89 SQ FT5' - 6"14' - 11"19' - 1"3' - 0"DECK AREA 244.75 SQ FTAREA 12231.68 SQ FTAREA CALCULATIONSAREA DIM. (WXH) SQ FTFIRST FLOOR:1 6'-2" x 18'-5" 114.522 4'-5" x 3'-1" 13.713 18'-7" x 3'-1" 57.464 27'-10" x 36'-0" 1,003.505 13'-9" x 29'-2" 402.276 8'-9" x 8'-6" 75.18TOTAL FIRST FLOOR: 1,666.64SECOND FLOOR:7 39'-0" x 21'-7" 8438 6'-4" x 5'-2" 32.889 11'-2" x 12'-8" 141.7110 27'-10" x 17'-10" 498.5111 27'-3" x 26'-8" 726.7212 14'-5" x 16'-0" 231.6813 22'-7" x 2'-6" 56.46TOTAL SECOND FLOOR: 2,530.96TOTAL HABITABLE: 4,197.6---------------------------------------------------------GARAGE AREA:14'-9" x 3'-1" 14.77234'-1" x 13'-3" 453.023 32'-11" x 2'-1" 68.584 34'-1" x 5'-5" 184.26TOTAL GARAGE AREA: 720.63---------------------------------------------------------DECK AREA:1 19'-1" x 5'-6" 104.892 14'-11" x 3'-0" 44.75TOTAL DECK AREA: 149.64OPEN AIR VOLUME CALCULATIONSAREA DIM. (WXH) SQ FTENTRY 40'-9" x 7'-6" 309.27PATIO 16'-4" x 8'-6" 140.07TOTAL: 449.34OPEN VOLUME REQUIRED: 0.15 x 2,922 438 SQ FT(MIN. 15% OF BUILD. AREA)OPEN VOLUME PROVIDED: 140 + 309 449 SQ FTAREA CALCULATION LEGENDHATCHED AREA INDICATES OPEN SPACEHATCHED AREA INDICATES FIRST FLOOR AREAPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:09 AMA2.03AREA PLANSKEYNOTES#DESCRIPTION1/4" = 1'-0"1PROPOSED FIRST FLOOR AREA PLAN1/4" = 1'-0"2PROPOSED SECOND FLOOR AREA PLANCA
GARAGE LEVEL - 12.75' FFGARAGE LEVEL - 12.75' FFTOW2 - 36.00' FFTOW2 - 36.00' FFTOW1 LOW - 24.58' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFUPPER LEVEL LOW - 25.75' FFAA4.00CA4.01MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FFMAX ROOF HEIGHT - 45.31' FFDA4.011213141516171819CDPL-1WD-3WD-35' - 1"10' - 3"1' - 2"11' - 10"WD-3GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1WD-3WD-3WD-34' - 2 3/4"28' - 4"MIN SYSB4' - 0"MIN SYSB4' - 0"ST-1ST-1ST-15' - 8"9' - 0"001002002001MTL-2MTL-2WD-130" MAX1' - 9 3/4"MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FFMIN2' - 0"152WD-330" MAX2' - 0 7/8"114WD-1MTL-21616D-42' - 2 1/4"4' - 8 3/8"2' - 2 1/4"MIN2' - 0"2' - 8 1/8"GARAGE LEVEL - 12.75' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFTOW2 LOW - 35.75' FFEA4.02MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.0310' - 0"16' - 6 3/4"1' - 2"10' - 10"1' - 2"MTL-23' - 4"1' - 0"10' - 0"ST-1GL-1GL-1GL-1GL-1GL-1PL-15' - 4"10' - 0"1' - 2"11' - 10"ST-1PL-1WD-3ST-1MTL-231732A190020030010045' - 9 3/8"00128' - 4"9' - 0"2' - 10"29' - 8 3/4"7' - 10"7' - 10"MIN2' - 0"3" / 1'-0"3" / 1'-0"3" / 1'-0"5/8" / 1'-0"MINIMUM REAR YARD SETBACK10' - 0"003113113MAIN LEVEL - 17.58' FF1551021131134A1.061611611611611/4" / 1'-0"1682' - 6"16439GL-1384041GL-1GL-1GL-1MTL-21' - 2"4' - 3 1/2"2' - 0"4211WA-1GL-1GL-1MTL-22' - 0"3' - 0"PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 11:44:25 AMA3.00EXTERIOR ELEVATIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK003 MAXIMUM ALLOWABLE BUILDING HEIGHTFROM ESTABLISHED GRADE PLANE004 ESTABLISHED GRADE PLANE102 GUARDRAIL +42" ABOVE FINISH FLOOR113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C. MAXIMUM 30 SQFT FLATROOF AREA.161 HEIGHT CERTIFICATION REQUIRED164 (N) EXTERIOR DECK168 FLAT ROOF, SLOPE 5/8":12"1/4" = 1'-0"1PROPOSED SOUTH ELEVATION1/4" = 1'-0"2PROPOSED EAST ELEVATIONBAAAAAC
TOW1 - 27.58' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFENTRY LEVEL - 16.75' FFAA4.00CA4.01MAX ROOF HEIGHT - 45.31' FFMAX ROOF HEIGHT - 45.31' FFDA4.01EGLK232425282930MIN SYSB4' - 0"MIN SYSB4' - 0"10' - 10"1' - 2"16' - 6 3/4"28' - 6 3/4"10' - 0 1/4"11 3/4"3' - 4"10' - 0"1' - 0"3' - 0"002001002001GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1MTL-2MTL-2MIN2' - 0"ST-1ST-1ST-1WD-1MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FF152048MIN2' - 0"2D-41145D-211D-310D-34D-430" MAX1' - 10 5/8"30" MAX1' - 7 3/8"1612' - 4 5/8"2' - 1 3/8"2' - 10 3/8"GARAGE LEVEL - 12.75' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFEA4.02MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.0303303015' - 4"1' - 2"11' - 10"16' - 6 3/4"1' - 2"10' - 10"9' - 0"2' - 10"2' - 10"2' - 4"1' - 2"9' - 0"28' - 4"28' - 6 3/4"1' - 2"222123456ST-1PL-1ST-1ST-1GL-1GL-1GL-1GL-1GL-1002003001001MINIMUM REAR YARD SETBACK10' - 0"8' - 0"0030045' - 8"GL-1GL-1S3S2S15/8" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"MTL-2PL-1113MAIN LEVEL - 17.58' FF155102113152152MIN2' - 0"1131142D-34A1.061611611611611/4" / 1'-0"1682' - 6"164S42D-3MTL-24' - 4"PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 11:44:29 AMA3.01EXTERIOR ELEVATIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK003 MAXIMUM ALLOWABLE BUILDING HEIGHTFROM ESTABLISHED GRADE PLANE004 ESTABLISHED GRADE PLANE030 (E) ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 (E) GAS METER LOCATION TO REMAIN,PROTECT IN PLACE048 (N) EXTERIOR FIREPLACE102 GUARDRAIL +42" ABOVE FINISH FLOOR113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C. MAXIMUM 30 SQFT FLATROOF AREA.161 HEIGHT CERTIFICATION REQUIRED164 (N) EXTERIOR DECK168 FLAT ROOF, SLOPE 5/8":12"1/4" = 1'-0"1PROPOSED NORTH ELEVATION1/4" = 1'-0"2PROPOSED WEST ELEVATIONBAAAAA
GARAGE LEVEL - 12.75' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFTOW2 LOW - 35.75' FFEA4.0210' - 0"1' - 2"3' - 0"11 3/4"10' - 0 1/4"11' - 2"MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.0310' - 10"COVERED PATIO DINING KITCHENBEDROOM 1 3-CAR GARAGEBEDROOM 3GYMMASTER BATHMASTERBEDROOMDECK002001ST-10040030015' - 4"10' - 0"1' - 2"11' - 10"28' - 4"9' - 0"2' - 10"11' - 10"136130130GL-16GL-15GL-14322122GL-1GL-136DK2416' - 6 3/4"1' - 2"10' - 10"28' - 6 3/4"1' - 2"ST-2GL-1GL-11/4" / 1'-0"3" / 1'-0"3" / 1'-0"5/8" / 1'-0"108048D-312D-44D-21D-42108D-321071/4" / 1'-0"MAIN LEVEL - 17.58' FF10' - 0"10"MTL-23' - 0"2' - 0"2' - 8"2' - 4"207MTL-11561572' - 6"1021591073"2' - 4"207116ST-11/4" / 1'-0"2' - 6"164STORAGE1671664151121081 1/8" / 1'-0"TOW1 - 27.58' FF2' - 0 1/8"2"1' - 8"2"6' - 8 3/4"6' - 6 3/4"2"4"6' - 4 3/4"9 3/4"ST-1ST-2MAIN LEVEL - 17.58' FFPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:22 AMA4.00SECTIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK003 MAXIMUM ALLOWABLE BUILDING HEIGHTFROM ESTABLISHED GRADE PLANE004 ESTABLISHED GRADE PLANE048 (N) EXTERIOR FIREPLACE102 GUARDRAIL +42" ABOVE FINISH FLOOR107 COLUMN / BEAM PER STRUCTURAL108 FLOOR JOIST/CEILING JOIST/ROOF RAFTERPER STRUCUTRAL112 CRICKET - SLOPE TO DRAIN - MIN. 2%SLOPE116 SCUPPER DRAIN, REFER TO DETAILS FORMORE INFORMATION130 PROVIDE 5/8" TYPE-X GYP BOARD ATWALLS AND CEILING IN GARAGEADJACENT TO LIVING AREA136 NEW DIRECT VENT TANKLESS WATERHEATER. MFR: NORITZ, MODEL NRCP982OR EQUIVALENT. VERIFY SIZE W/ OWNER.PROVIDE DEDICATED GAS LINE FROM THEGAS METER TO THE WATER HEATER.REFER TO CPC 1216.3 OR THE MFRINSTALLATION MANUAL FOR MINIMUMGAS PIPE SIZING.156 (E) EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)157 (N) EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)159 ZURN 100C FROET DUAL OUTLET ROOFDRAIN164 (N) EXTERIOR DECK166 (E) VAPOR 6 MIL VISQUEENWATERPROOFING MEMBRANE BELOWEXISTING FOUNDATION SLAB167 (N) SIKA-MB VAPOR BARRIER (OR SIMILAR)TO BE INSTALLED AT CONCRETE SLAB ONGRADE207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)415 LOCATION OF (N) TESLA POWER WALLBATTERY STORAGE1/4" = 1'-0"ASECTION - A1/2" = 1'-0"1EXTERIOR FIREPLACE ELEVATION
GARAGE LEVEL - 12.75' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFTOW2 LOW - 35.75' FFEA4.02MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FFFA4.02GA4.03BEDROOM 2ELEV3-CAR GARAGEENTRYLIVING ROOMOFFICELAUNDRY130130119119108105112108004D-44D-21D-427' - 10"MAIN LEVEL - 17.58' FF4' - 0"6"10' - 10"153LIVING ROOM1/4" / 1'-0"1A931327CGL29346' - 7"3' - 6"130020011071071020191081083" / 1'-0"3" / 1'-0"102002003D-25003GL-1GL-1GL-116' - 6 3/4"1' - 2"10' - 0"10"28' - 6 3/4"5' - 4"10' - 0"1' - 2"11' - 10"28' - 4"1/4" / 1'-0"CLR1' - 0"ELEVATOR CAB HEIGHT7' - 0"154MIN2' - 0"GL-1159D-321078' - 0"2' - 6"164391661675/8" / 1'-0"1 1/8" / 1'-0"384041GL-1GL-1GL-1GL-12' - 0"3' - 6"3' - 6"GARAGE LEVEL - 12.75' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFTOW2 LOW - 35.75' FFEA4.0210"10' - 0"MAX ROOF HEIGHT LOW - 41.08' FFMAX ROOF HEIGHT - 45.31' FF14' - 4"FA4.02GA4.03GL-13-CAR GARAGEENTRYLIVING ROOMHALLBATH 2B1A7313228LGS3S2S13515CGL-1GL-1GL-17' - 3 3/4"3' - 6"0020030011301300011191191081081081051121023' - 6"108003004GL-1WD-3iKiLiG16' - 6 3/4"1' - 2"10' - 10"28' - 6 3/4"3' - 4"11 3/4"10' - 0 1/4"9' - 0"5' - 4"10' - 0"1' - 2"11' - 10"28' - 4"2' - 4"10' - 2"2' - 10"9' - 0"ST-1ST-1107107D-44D-211/4" / 1'-0"D-421/4" / 1'-0"MAIN LEVEL - 17.58' FF153LIVING ROOM102MIN2' - 0"GL-2159D-321071163" / 1'-0"3" / 1'-0"1/4" / 1'-0"2' - 6"1641671665/8" / 1'-0"7' - 5 1/2"7' - 0"1691 1/8" / 1'-0"3' - 6"1023' - 6"PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:25 AMA4.01SECTIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK003 MAXIMUM ALLOWABLE BUILDING HEIGHTFROM ESTABLISHED GRADE PLANE004 ESTABLISHED GRADE PLANE019 (N) EXTERIOR HARDSCAPE102 GUARDRAIL +42" ABOVE FINISH FLOOR105 CONCRETE SLAB PER STRUCTURAL107 COLUMN / BEAM PER STRUCTURAL108 FLOOR JOIST/CEILING JOIST/ROOF RAFTERPER STRUCUTRAL112 CRICKET - SLOPE TO DRAIN - MIN. 2%SLOPE116 SCUPPER DRAIN, REFER TO DETAILS FORMORE INFORMATION119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S130 PROVIDE 5/8" TYPE-X GYP BOARD ATWALLS AND CEILING IN GARAGEADJACENT TO LIVING AREA153 BUILT-UP FLOOR FRAMING OVEREXISTING SLAB154 MINIMUM PIT DEPTH FOR ELEVATOR,REFER TO MFR SPECS159 ZURN 100C FROET DUAL OUTLET ROOFDRAIN164 (N) EXTERIOR DECK166 (E) VAPOR 6 MIL VISQUEENWATERPROOFING MEMBRANE BELOWEXISTING FOUNDATION SLAB167 (N) SIKA-MB VAPOR BARRIER (OR SIMILAR)TO BE INSTALLED AT CONCRETE SLAB ONGRADE169 6" CURB FOR SKYLIGHT MOUNT. SLOPETOP OF SKYLIGHT 1/4":12" MINIMUM1/4" = 1'-0"DSECTION - D1/4" = 1'-0"CSECTION - CBBA
TOW1 - 27.58' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFENTRY LEVEL - 16.75' FFROOF - 36.00' FFROOF - 36.00' FFAA4.00CA4.01DA4.01MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FFiLiRiCB510"10' - 0"1' - 2"7' - 3"19' - 3"10"10' - 0"1' - 2"7' - 3"19' - 3"7' - 8"2' - 4"GL-1MTL-1WD-1108153102105002001002001MIN SYSB4' - 0"MIN SYSB4' - 0"30" MAX1' - 9"2' - 3"2' - 1 1/8"30" MAX1' - 10 7/8"KITCHENLIVING ROOMLIVING ROOMSTEAM/SHOWERMASTER BATH2071141661672' - 8 7/8"10D-2TOW1 - 27.58' FFTOW1 - 27.58' FFUPPER FLOOR - 28.75' FFUPPER FLOOR - 28.75' FFENTRY LEVEL - 16.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFAA4.00CA4.01MAX ROOF HEIGHT - 45.31' FFMAX ROOF HEIGHT - 45.31' FFGUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FF10' - 10"DA4.01MASTER BATHOFFICEENTRYBEDROOM 11/4" / 1'-0"16' - 6 3/4"1' - 2"10' - 10"1' - 2"3' - 0"7' - 10"7' - 10"7' - 5 1/2"GL-1ST-1MTL-2WD-11iF30020011' - 2"1' - 10"1' - 2"7' - 0"10"29' - 8 3/4"MIN SYSB4' - 0"MIN SYSB4' - 0"5' - 10 3/8"0020017' - 10"MTL-1MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FF8' - 0"4' - 2"9' - 0"930" MAX1' - 10 7/8"2' - 1 1/8"MIN2' - 0"GLiV2' - 3"30" MAX1' - 9"2072071521' - 2"207114WD-33' - 6"8' - 0"16616739412' - 8 7/8"10D-2PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:28 AMA4.02SECTIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK102 GUARDRAIL +42" ABOVE FINISH FLOOR105 CONCRETE SLAB PER STRUCTURAL108 FLOOR JOIST/CEILING JOIST/ROOF RAFTERPER STRUCUTRAL114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"153 BUILT-UP FLOOR FRAMING OVEREXISTING SLAB166 (E) VAPOR 6 MIL VISQUEENWATERPROOFING MEMBRANE BELOWEXISTING FOUNDATION SLAB167 (N) SIKA-MB VAPOR BARRIER (OR SIMILAR)TO BE INSTALLED AT CONCRETE SLAB ONGRADE207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)1/4" = 1'-0"ESECTION - E1/4" = 1'-0"FSECTION - FBBBBBB
GARAGE LEVEL - 12.75' FFGARAGE LEVEL - 12.75' FFENTRY LEVEL - 16.75' FFTOW1 LOW - 24.58' FFTOW1 LOW - 24.58' FFUPPER LEVEL LOW - 25.75' FFUPPER LEVEL LOW - 25.75' FFTOW2 LOW - 35.75' FFTOW2 LOW - 35.75' FFAA4.00CA4.01MAX ROOF HEIGHT - 45.31' FFMAX ROOF HEIGHT - 45.31' FFGUEST BEDROOM - 15.58' FFDA4.01MAIN LEVEL - 17.58' FF3-CAR GARAGEHALLBEDROOM 2 BEDROOM 30020013334353637GL-1GL-1GL-1GL-1GL-1MTL-1113108130136BiJiQ002002MIN SYSB4' - 0"MIN SYSB4' - 0"1131551059' - 6 3/4"10' - 0"1' - 2"11' - 10"9' - 0"2' - 10"MIN2' - 0"WD-1152147049??WD-111430" MAX1' - 8 3/4"30" MAX1' - 11 5/8"MTL-2WD-34151661672' - 0 3/8"2' - 3 1/4"10D-2PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:29 AMA4.03SECTIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK049 (N) EXTERIOR WATER FEATURE105 CONCRETE SLAB PER STRUCTURAL108 FLOOR JOIST/CEILING JOIST/ROOF RAFTERPER STRUCUTRAL113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%130 PROVIDE 5/8" TYPE-X GYP BOARD ATWALLS AND CEILING IN GARAGEADJACENT TO LIVING AREA136 NEW DIRECT VENT TANKLESS WATERHEATER. MFR: NORITZ, MODEL NRCP982OR EQUIVALENT. VERIFY SIZE W/ OWNER.PROVIDE DEDICATED GAS LINE FROM THEGAS METER TO THE WATER HEATER.REFER TO CPC 1216.3 OR THE MFRINSTALLATION MANUAL FOR MINIMUMGAS PIPE SIZING.147 WASHER/DRYER PER OWNER 100152 (N) RAIN GUTTER DOWNSPOUT, SLOPE1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C. MAXIMUM 30 SQFT FLATROOF AREA.166 (E) VAPOR 6 MIL VISQUEENWATERPROOFING MEMBRANE BELOWEXISTING FOUNDATION SLAB167 (N) SIKA-MB VAPOR BARRIER (OR SIMILAR)TO BE INSTALLED AT CONCRETE SLAB ONGRADE415 LOCATION OF (N) TESLA POWER WALLBATTERY STORAGE1/4" = 1'-0"GSECTION - G
WATER LINEWATER LINE TILEWATER FEATURE PLASTERCONCRETE WATER FEATURE SHELLPRECAST CONCRETE COPING TO MATCH PRECAST ENTRY STEPSREFER TO ENGINEERDRAWINGS FOR WALLTHICKNESS AND RADIUS DETAILS9"2 1/2"6"07 10 00WATERPROOF MEMBRANE1' - 2"2"10"2"1"1"PER PLAN18" MAX DEPTHMAIN DRAINWATER FEATURE PLASTERWATER FEATURE SHELLDRAIN PIPE07 10 00WATERPROOF MEMBRANE18" MAX WATER DEPTHFLOOR/STEP FINISH, REFER TO MATERIAL SPEC SHEET FOR MORE INFORMATIONLED STRIP LIGHTINGFLOOR FINISH PER MATERIAL SPECS.3" TYP.AT TREADS LESS THAN 11"0.75"-1.25" MAX0.75"-1.25" MIN7 3/4" MAX RISEPER PLANS AND SECTIONS10" MINPER PLANS AND SECTIONSSLOPE 1/4"FLOOR/STEP FINISH PER MATERIAL SPECS.LED STRIP LIGHTINGSLOPE 1/4"2" TYP.PER PLAN3"MIN0.75"-1.25"HARDSCAPE DRAINAGE PER CIVIL WHERE OCCURSMINIMUM OVERLAP6"DENS FIREGUARD SHEATHING OR EQUIVALENT07 10 00FLEXIBLE FLASHINGADHEERED STONE VENEERRESYSTA BATTEN SYSTEM07 21 00THERMAL INSULATIONMINIMUM OVERLAP6"07 10 00WATER PROOFINGRESYSTA CLADDING SYSTEMMINIMUM OVERLAP6"MINIMUM OVERLAP6"07 10 00WATER PROOFING07 10 00FLEXIBLE FLASHING09 24 23ACRYLIC PLASTERRESYSTA BATTEN SYSTEM07 21 00THERMAL INSULATIONJ MOLDINGRESYSTA CLADDING SYSTEMDENS FIREGUARD SHEATHING OR APPROVED EQUIVALENTMINIMUM OVERLAP6"07 10 00WATER PROOFING07 10 00FLEXIBLE FLASHINGBREAK METALRESYSTA CLADDING SYSTEM07 21 00THERMAL INSULATIONMINIMUM OVERLAP6"DENS FIREGUARD SHEATHING OR APPROVED EQUIVALENTRESYSTA BATTEN SYSTEMWEEP SCREEDFLEXIBLE FLASHING(6" MIN. TURN UP)PAVER, WHERE OCCURSGRADE04 22 00STONE VENEER ASSEMBLY PER PLANBUILDING PAPER8" MIN.4" MIN.CEMENTITIOUS WATERPROOFINGSILL SEAL05 50 00FRY REGLET DRIP SCREEDDS-875-V-87507 10 00FLEXIBLE FLASHING07 10 00WATERPROOFING 09 24 23ACRYLIC PLASTER 07 46 23 WOOD SOFFIT07 21 00THERMAL INSULATIONWEEP SCREEDFLEXIBLE FLASHING(6" MIN. TURN UP)PAVER8" MIN.GRADEPLASTER ASSEMBLY PER PLAN4" MIN.BUILDING PAPERCEMENTITIOUS WATERPROOFINGSILL SEALSOLID CONCRETE MASONRY COPING UNITWATERPROOFING(E) CONCRETE MASONRY UNIT WALL(N) CONCRETE MASONRY UNIT WALL PER STRUCTURALWATER LINE FOR WATER FEATURESTONE FINISH PER MATERIAL SPECS(E) NEIGHBOR PLASTER FINISH. PROTECT IN PLACE.DIM. PER PLANSPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:32 AMD-1DETAILS - SITE & EXTERIOR3" = 1'-0"1TYPICAL WATER FEATURE EDGE3" = 1'-0"2DRAIN DETAIL6" = 1'-0"3EXTERIOR STONE STEPS6" = 1'-0"4EXTERIOR STONE HARDSCAPE6" = 1'-0"5WOOD SOFFIT EDGE AT STONE6" = 1'-0"6WOOD SOFFIT EDGE AT PLASTER WALL6" = 1'-0"7WOOD SOFFIT EDGE AT BREAK METAL6" = 1'-0"8STONE VENEER AT GRADE16" = 1'-0"9WOOD SOFFIT AT PLASTER WALL6" = 1'-0"10PLASTER AT GRADE3" = 1'-0"11EXISTING SITE WALL DETAIL
7 1/2"1 1 /2 "
4 3 /4"
1 "2"3 3/4"1 1/8"5 1/4"SHEET METAL CAP FLASHINGBUILDING PAPERWATERPROOFINGHEAVY GAUGE BREAK METALRESYSTA WALL CLADDINGOVER ALUMINUM HATCHANNELS. FASTENERS PERMFR SPECIFICATIONSHEAVY GAUGE BREAK METALBUILDING PAPERWATERPROOFINGFIXED WINDOW ASSEMBLY PER MFRBLOCKING AS REQUIREDSTEEL BEAM PERSTRUCTURALCONCEALED AND RECESSEDSHADE POCKET BY LUTRONREFER PLANS AND ELEVATIONS2x8 ROOF RAFTERS PER STRUCTURALINTERIOREXTERIORSHEET METAL CAP FLASHINGSTANDING SEAM ROOF ASSEMBLYBEND OR CUT-BACK RIB TOALIGN WITH ROOF EDGEALIGNDENS FIREGUARD SHEATHING OR EQUIVALENT7 1 /4 "SPRAY FOAM INSULATIONMETAL PIPEABOVE ROOF ASSEMBLY1' - 0"LEAD PIPE FLASHING FLASHING AND WATERPROOFING MEMBRANECOMPRESSION BAND SEALED AT TOPEXTERIORINTERIOREXISTING ROOFINGZ BARROOFING TURN UPFLEXIBLE FLASHING(6" MIN. TURN UP)CANT STRIPBLOCKING09 30 13ON RAISED BISON PEDISTALS1/2"1"1/2" TEMPERED GLASSEDGE OF DECK BELOWWOOD TOP RAILBREAK METAL W/ "KYNAR500" FINISH- TYP.1/2" CLEAR TEMPERED GLASSGUARDRAIL REQUIREMENTS:1. GUARDRAIL TO WITHSTAND A 200 LB FORCE AT TOP OF THE RAILING ACTING IN ANY DIRECTION, AND MIN 50 LB FOR INTERMEDIATE GUARD COMPONENTS. 2. ALL APERATURES TO BE NO GREATER THAN SUCH THAT A 4.00" DIAMETER SPHERE MAY PASS THRU UNOBSTRUCTEDLY. 6'-0" MAX.3'-6"1/2" THICK CLEAR FULLYTEMPERED SAFETY GLASSWOODSQUARE TOPRAIL -CONTINUOUS SILICONSEALANT AT GLASSCONNECTION3'-6" MIN. TO FIN. FLR.TOP OF GLASSSKYLIGHT ASSEMBLYFLEXIBLE FLASHING05 50 00 METAL STANDING SEAM ROOFMTL. FLASHINGCANT STRIP5/8" GYP. BOARDFRAMING PER STRUCTURALWATERPROOFING MEMBRANEFINISH FLOOR PER FINISH SCHEUDLE, ON BISON PEDESTAL AND SLEEPER SYSTEM1/2" CLEAR FULLY TEMPERED SAFETY GLASS SET IN CLEAR SILICON SEALANT.CONT. 4-1/4" ALUMINUM "U"CHANNEL BY CR LAURENCE -ICC ESR 3269FABRICATED METAL CAPNOTE: REFERENCE COMPLETE DETAILS FROM ICC ESR-3269 NECESSARY FOR CONSTRUCTION OF CR LAURENCE GUARD SYSTEMWATERPROOFING MEMBRANE RESYSTA CLADDING OVER ALUMINUM HAT CHANNELS. FASTENERS PER MFR SPECs4 3/8"5"COUNTER-SUNK LAG BOLT 7 1/4"1 1/8"3"CUSTOM METAL GUTTER, PROVIDE SLOPED BLOCKING BELOWCONTINUOUS SEALANTBUILDING PAPERWATERPROOF MEMBRANE5"4 1/8"WOOD PER SPECIFICATIONS2 5/8"1 3/4"STEEL BEAM PER STRUCTURALDENS FIREGUARD SHEATHING OR EQUIVALENTWEEP SCREEDFLEXIBLE FLASHING(6" MIN. TURN UP)PAVER, WHERE OCCURSGRADEPLASTER ASSEMBLY PER PLANBUILDING PAPER8" MIN.4" MIN.CEMENTITIOUS WATERPROOFINGSILL SEAL(N) BUILT UP FLOOR FRAMING PER STRUCTURAL(N) 2X6 FRAMING8" MIN.METAL FLASHINGSILL SEALEXTERIORINTERIOROVERFLOW WATER DAMSTRAINER BASKETCOMPRESSION RINGPRIMARY OUTLET CONNECTIONFULLY ADHERED ROOF MEMBRANE OR APPROVED EQUAL -CLASS "A" MIN RATINGDRAIN SUMPSTANDPIPESEAL2" MIN.BREAK METAL GUTTERBUILDING PAPERCONTINUOUS PLYWOOD SHEATHINGFIRE BLOCKINGBUILDING PAPER09 24 23ACRYLIC PLASTERPROVIDE SLOPED BLOCKING BELOW CUSTOM GUTTERFLEXIBLE FLASHING07 10 00WATERPROOFINGWEEP SCREEDCANT STRIPFRAMING PER ARCH1" REVEALDENS FIREGUARD SHEATHING OR EQUIVALENTCONTINUOUS PLYWOOD SHEATHINGRESYSTA CLADDING OVER ALUMINUM HAT CHANNELS. FASTENERS PER MFR SPECs2" MIN3-4" MAX1/4" : 12" MIN. SLOPETOP OF STRUCTURAL PLYWOODPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:34 AMD-2DETAILS - ROOF & DECK3" = 1'-0"1ROOF EDGE DETAIL3" = 1'-0"2ROOF PENETRATION DETAIL6" = 1'-0"4PLASTER WALL AT RAISED DECK6" = 1'-0"6GLASS GUARD RAIL1/2" = 1'-0"8GLASS GUARD RAIL AT DECK3" = 1'-0"7WOOD TOPRAIL6" = 1'-0"3SKYLIGHT3" = 1'-0"5DECK EDGE6" = 1'-0"11RAISED FLOOR SYSTEM3" = 1'-0"9DUAL ROOF DRAIN DETAILBBB3" = 1'-0"10EYEBROW ROOF EAVEB
SILL PAN SILL PAN UPTURNINSULATIONADHERED STONE VENEERBUILDING PAPERFLEXIBLE FLASHING (6" MIN. TURN DOWN)EXTERIORINTERIORSHIM TYPICALALUMINUM WINDOW ASSEMBLYSLOPE BREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS SILL PAN UPTURN BYND.1/4"2"2" GYP. RETURN AT INTERIORSILL PAN SILL PAN UPTURNINSULATIONSTANDING METAL SEAMBUILDING PAPERFLEXIBLE FLASHING (6" MIN. TURN DOWN)EXTERIORINTERIORSHIM TYPICALALUMINUM WINDOW ASSEMBLYSLOPE BREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS SILL PAN UPTURN BYND.1/2"2" GYP. RETURN AT INTERIOR2"1/2"INTERIOR EXTERIORALUMINUM WINDOW ASSEMBLYSEALANTWATERPROOFINGSHIM AS REQUIREDBREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS INSULATIONADHEERED STONE VENEERFLEXIBLE FLASHING (6" MIN. TURN DOWN)BUILDING PAPER2"2" GYP. RETURN AT INTERIOR1/2"INTERIOR EXTERIORALUMINUM WINDOW ASSEMBLYSEALANTWATERPROOFINGSHIM AS REQUIREDBREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS INSULATIONSTANDING METAL SEAMFLEXIBLE FLASHING (6" MIN. TURN DOWN)BUILDING PAPER2"2" GYP. RETURN AT INTERIORCOLUMN PER STRUCTURALFLEXIBLE FLASHINGSEALANT AND BACKER ROD05 50 00BRAKE METAL PERSPECIFICATIONFINISH TO MATCH DOOR/WINDOW FRAMES.EXTERIORINTERIORSHIMALUMINUM WINDOW ASSEMBLYALUMINUM WINDOW ASSEMBLY05 50 00BREAK METAL05 50 00BREAK METAL05 50 00BREAK METALSEALANT AND BACKER RODCOLUMN PER STRUCTURALFLEXIBLE FLASHINGSEALANT AND BACKER RODEXTERIORINTERIORSHIMALUMINUM WINDOW ASSEMBLYALUMINUM SLIDING DOOR ASSEMBLYSEALANT ANDBACKER ROD05 50 00BREAK METAK05 50 00BREAK METAL05 50 00BREAK METALALUMINUM WINDOW ASSEMBLYFLEXIBLE FLASHING07 46 23WOOD SIDING09 29 00GYPSUM BOARD℄ALIGN CENTERLINES OF WINDOW ASSEMBLY AND FRAMINGLINE OF SILL BELOWLINE OF SILL BELOWWOOD BLOCKING AND SHIM AS REQUIREDINTERIOREXTERIORSEALANT AND BACKER RODEXTERIOR FINISH PER ELEVATIONHEAVY GAUGE BREAK METALBUILDING PAPERWATERPROOFINGFIXED WINDOW ASSEMBLY PER MFRWOOD HEADER PERSTRUCTURALBLOCKING AS REQUIREDINTERIOREXTERIORSTEEL MOMENT FRAME PER STRUCTURALSHIM AS REQUIRED2X8 ROOF RAFTERS PER STRUCTURALEXTERIORINTERIORSCREENSLIDING DOOR ASSEMBLY (PER SPECS)BUILT IN SUB SILL DRAIN, CONNECT TO SUB SURFACE DRAINAGE SYSTEMFINISH FLOOR PER FINISH SCHEUDLE, ON BISON PEDESTAL AND SLEEPER SYSTEMSTAINLESS STEEL SILL PANFLEXIBLE FLASHING SYSTEMMETAL FLASHINGSEALANT AND BACKER RODRESYSTA CLADDING OVER ALUMINUM HATCHANNELS. FASTENERS PER MFR SPECs9 1/8"4 5/8"11 7/8"3/4"3/4"TWO LAYERS OF WATER RESISTANT BARRIER W/TYVEK HOMEWRAP AT INNER LAYER05 50 00BREAK METALBUILDING PAPERSHIM AS REQUIREDSEALANT AND BACKER RODJ-MOLDFRAMING PER STRUCT.WINDOW ASSEMBLY (PER SPECIFICATION)INTERIOREXTERIORSCREENFIXED WINDOW ASSEMBLY MFR SPECSSLOPE 1/4":12"SEALANT AND BACKER ROD5 1/4"1/2"INTERIOR EXTERIORALUMINUM WINDOW ASSEMBLYSHIM AS REQUIREDWATERPROOFINGSEALANTBREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS INSULATIONFINISH MATERIAL PER ELEVATIONSFLEXIBLE FLASHING (6" MIN. TURN DOWN)BUILDING PAPER2"2" GYP. RETURN AT INT.SILL PAN SILL PAN UPTURNINSULATIONACRYLIC PLASTERBUILDING PAPERFLEXIBLE FLASHING (6" MIN. TURN DOWN)EXTERIORINTERIORSHIM TYPICALALUMINUM WINDOW ASSEMBLYSLOPE BREAK METAL - KYNAR 500 TO MATCH DOORS AND WINDOWS SILL PAN UPTURN BYND.1/4"2"2" GYP. RETURN AT INT.PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:37 AMD-3DETAILS - DOORS & WINDOWS3" = 1'-0"5WINDOW SILL AT STONE3" = 1'-0"8WINDOW SILL AT METAL3" = 1'-0"4WINDOW HEAD AT STONE3" = 1'-0"7WINDOW HEAD AT METAL6" = 1'-0"3JAMB - BREAK METAL TO WINDOW16" = 1'-0"6JAMB - SLIDING DOOR TO WINDOW16" = 1'-0"9WINDOW JAMB AT WOOD SIDING13" = 1'-0"10ROOF EAVE WITH MOMENT FRAME3" = 1'-0"12DOOR HEAD/SILL FLOOR CONNECTION3" = 1'-0"11WINDOW AND DOOR HEAD/SILL CONNECTION3" = 1'-0"1WINDOW HEAD AT PLASTER3" = 1'-0"2WINDOW SILL AT PLASTER
TWO LAYERS OF WATER RESISTANT BARRIER W/TYVEK HOMEWRAP AT INNER LAYER05 50 00BREAK METALSELF SEALING WATER PROOFING MEMBRANESHIM AS REQUIREDSEALANT AND BACKER RODRECESSED POCKET SHADEJ-MOLDFRAMING PER STRUCT.WINDOW ASSEMBLY (PER SPECIFICATION)INTERIOREXTERIORTWO LAYERS OF WATER RESISTANT BARRIER W/TYVEK HOMEWRAP AT INNER LAYERSELF SEALING WATER PROOFING MEMBRANESEALANT AND BACKER RODRECESSED POCKET SHADEJ-MOLDFRAMING PER STRUCT.WINDOW ASSEMBLY (PER SPECIFICATION)INTERIOREXTERIOR09 24 23ACRYLIC PLASTERMETAL LATHEXTERIORINTERIORINSULATED GLASSSLIDING DOOR ASSEMBLY (PER SPECIFICATIONS)STAINLESS STEEL SILL PANFLEXIBLE FLASHING SYSTEMMETAL FLASHINGBUILT IN SUB SILL DRAIN, CONNECT TO SUB SURFACE DRAINAGE SYSTEMSEALANT AND BACKER RODFINISH FLOOR PER FINISH SCHEUDLE, ON BISON PEDESTALS2% SLOPEEXTERIORINTERIORINSULATED GLASSSLIDING DOOR ASSEMBLY (PER SPECIFICATIONS)STAINLESS STEEL SILL PANTREATED BUILT UP FLOOR FRAMING ON EXISTING SLABFLEXIBLE FLASHING SYSTEMMETAL FLASHINGBUILT IN SUB SILL DRAIN, CONNECT TO SUB SURFACE DRAINAGE SYSTEMSEALANT AND BACKER RODALIGNFINISH MATERIAL (PER SPECIFICATION)SETTING BED(PER SPECIFICATION)EXISTING CONCRETE SLABSHEATHINGTREATED SHIM AS REQUIREDTWO LAYERS OF WATER RESISTANT BARRIER W/TYVEK HOMEWRAP AT INNER LAYER05 50 00BREAK METALBUILDING PAPERSHIM AS REQUIREDSEALANT AND BACKER RODFRAMING PER STRUCT.WINDOW ASSEMBLY (PER SPECIFICATION)INTERIOREXTERIORFIXED WINDOW ASSEMBLY MFR SPECSSLOPE 1/4":12"SEALANT AND BACKER ROD5 1/4"VIEW [A]ELEVATION VIEWVIEW [A]STEEL PLATE ATTACHED TO PIVOT WITH SELF CLOSING HARDWARE -LATCH MECHANISM MUST BE 60" ABV GROUND.STEEL PIVOT POST. WITH ELECTRIC LOCK - FINISH TO DOORS/WINDOWSHANDLE WITH INTEGRATED SELF LATCHING& LOCKING MECHANISM PER "ARCH", INSTALLED PERMANUFACTURERS INSTRUCTIONSCUSTOM ALUMINUM PLATE HANDLE WITH KYNAR 500 FINISH TO MATCH DOORS AND WINDOWSPER SCHEDULEHANDLE WITH INTEGRATED SELF LATCHING & LOCKING MECHANISM PER "ARCH", INSTALLED PER MANUFACTURERSINSTRUCTIONSVERTICAL RESYSTA SLATSHORIZONTAL STEEL BARS2" MAXEQEQEQ3 3/4"3 3/4"TYP.2"GATE MUST HAVE SELF CLOSINGAND SELF LATCHING MECHANISMS.NO MORE THAN 4"6'-0" TYP.PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:40 AMD-4DETAILS - DOORS & WINDOWS6" = 1'-0"1FRONT SLIDING DOOR HEADER AT BREAK METAL6" = 1'-0"3SLIDING DOOR HEADER AT STUCCO6" = 1'-0"4SLIDING DOOR AT SILL AT RAISED DECK6" = 1'-0"2SLIDING DOOR SILL AT HARDSCAPE3" = 1'-0"5WINDOW TO WINDOW HEAD/SILL CONNECTION3/4" = 1'-0"6TYPICAL SITE GATE DETAIL
(MIN. 15")1' - 6"(MIN. 15")1' - 6"(MINIMUM 24" CLEAR)2' - 8"NOTE: NET AREA OF SHOWER ENCLOSURE SHALL BE NOT LESS THAN 1,024 SQ. INCH (7.1 SQ. FT.) OF FLOOR AREA, AND A MINIMUM OF 30 INCHES DIAMETER CIRCLE. CPC 408.63' - 0"1' - 6"6"1"1"4"DOOR FRAMETHERMOSTAT,ALARM KEYPADDOOR KNOBSWITCHTHUMB TURN, IF REQUIREDRECEPTACLE,CABLE, TELEPHONE,DSLCL4' - 6"6"T.O. PLYWOODSLOPE 2% MINIMUMSTONE OR TILE FINISHSHOWER PAN WATERPROOFINGCEMENTITIOUS FILLSTONE/ TILE PER ELEVATIONMORTAR FILLMETAL LATHFIXED FLANGE INIFINTY DRAIN, ASSURE THAT THE GRATE IS LOWER THAN THE FINISH STONE/TILESHELVESMITERED CORNERWATERPROOFING, AS REQ.SECTION A-ASLOPEAAPLANSLOPESLOPEPER INTERIOR ELEVATIONPER PLANSHELVES - AS INDICATED ON INTERIOR ELEVATIONS1/2" TYPICAL1/2"SHIMDOOR(PER SCHEDULE)KERF CUT (TYPICAL)GYPSUM WALLBOARD.1 1/2".1 1/2".1/4"AS REQ.FURRING / SHIM SPACEMITER CORNERS, TYP.PROVIDE 1-1/2" GAP AT ALL 4 SIDES OF T.V. FOR VENTILATION T.V. MOUNTED ON ADJUSTABLE ARMFACE OF T.V. HELD BACK 1/4" FROM FACE OF ADJACENT CABINETRY / FINISH MATERIAL PER INTERIOR ELEVATIONSCLPOCKET DOOR ASSEMBLYWOOD FRAMINGSOLID WOOD HEADPOCKET DOOR (PER SCHEDULE)LINE OF JAMB BEYONDGYPSUM WALL BOARDSOLID WOOD BASEBOARD, PAINTED TO MATCH ADJACENT WALLHARDWOOD FLOORPLYWOOD DECKINGACOUSTIC SUBSTRATE6"REVEAL FINISHED TO MATCH WALLT.O. PLYWOOD SECONDFLOOR BATHROOMST.O. 2ND FLOOR FINISHSLOPE 2% MINIMUMSTONESHOWER PAN WATERPROOFINGCEMENTITIOUS FILLGLASS SHOWER ENCLOSURE2 LAYERS BUILDING PAPERMETAL LATHMORTAR BEDBOND COATTILE FINISHFRAMINGRECESSED SUPPORTINGCHANNELSHOWER ENCLOSURE PANELSEALANT1/2" TOPPING SLABEPOXY PER SPECIFICATIONSCHLUTER STRIP PER SPECIFICATIONLINE OF MATERIAL TRANSITION PER PLANSALIGNTILE OVER MORTAR BED PER FINISH SPECIFICATIONSEXISTING CONCRETE SLABTILE OVER MORTAR BED PER FINISH SPECIFICATIONSSCHLUTER STRIP PER SPECIFICATIONLINE OF MATERIAL TRANSITION PER PLANSALIGNTILE OVER MORTAR BED PER FINISH SPECIFICATIONSPLYWOOD SHEATHINGEXISTING ROOF JOISTPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:41 AMD-5INTERIOR DETAILS3/4" = 1'-0"1TYPICAL BATHROOM CLEARANCES3/4" = 1'-0"2TYPICAL MOUNTING HEIGHTS3" = 1'-0"4TYPICAL SHOWER TRENCH DRAIN3" = 1'-0"7SHOWER NICHE6" = 1'-0"8TYPICAL INTERIOR JAMB DETAIL3" = 1'-0"9TV NICHE6" = 1'-0"5POCKET DOOR HEAD6" = 1'-0"3TYPICAL BASEBOARD DETAIL13" = 1'-0"6TYPICAL TRANSITION AT SHOWER GLASS12" = 1'-0"10SHOWER GLAZING6" = 1'-0"11MATERIAL TRANSITION (TILE TO CONC.)6" = 1'-0"12MATERIAL TRANSITION (TILE TO TILE)
1"OAKWOOD VENEERSOLID WOOD SCRIBE4"1/4"3 3/4"SOLID WOODPLYWOOD MAPLE BACKPANNELGYPSUM CEILING,TYP.3/8"3/4"SOLID WOOD VALANCE+/- 36" SEE INTERIOR ELEVATIONVARIES SEE INTERIOR ELEVATIONSEE FLOOR PLANBACKSPLASH SEE INT. ELEV.UNDER MOUNT SINK SEE SPEC SPECIFICATIONPULL - OUT DRAWER WITH INTEGRATED FINGER PULLPROVIDE BRACING PER CABINET MAKERS SHOP DRAWINGSTYP.1 1/4"INTEGRATE HOLE IN DRAWER TO ACCOMODATE PLUMBING FIXTURESTYP.1 1/4"TRAP TO HAVE LIQUID SEAL PER CPC 1005.12 x 4 WOOD STRETCHERS AT2'-0" O.C.OAK DRAWER FACE, DETAIL PER INTERIOR ELEVATIONMAPLE DRAWER SIDES AND BOTTOMKNIFE EDGE COUNTERTOPSEE ELEVATIONS FOR DETAILS3"3" MINEQEQ1"PULL - OUT DRAWER WITH INTEGRATED FINGER PULL2"BACKSPLASH SEE INT. ELEV.STRETCHER, TYP.3' - 0"KNIFE EDGE COUNTERTOP PER ELEVATION3" MINMAPLE ADJUSTABLE SHELVESPAINT GRADE2"2' - 6"OAK1' - 0"1"OAK PER INTERIOR ELEVATIONSOLID WOODPLYWOOD PER INTERIOR ELEVATION3' - 0 1/2"2' - 0"7' - 0"1 1/4" T.Y.P FINGER PULLOPEN ABOVECEILINGDOOR TO OPENPLYWOOD CLOSET RODSEE ELEVATIONOVER MOUNT SINK SEE SPEC SHEETSUPPORT PER CABINET MAKERS SHOP DRAWINGSRECOMMENDED SPOUT LOCATION SEE INT. ELEV.+/- 6"4" CLR. MAX+/- 36" SEE INTERIOR ELEV.PROVIDE ACCESS PANEL BELOW P-TRAPTRAP TO HAVE LIQUID SEAL PER CPC 1005.1TRAP SEAL DEPTHSEE ELEVATIONSEE ELEVATIONSEE FLOOR PLANPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:42 AMD-6INTERIOR DETAILS3" = 1'-0"1TYPICAL CASEWORK SECTION31 1/2" = 1'-0"6MASTER BATH FLOATING COUNTER W/ UNDERMOUNTED SINK1" = 1'-0"7KITCHEN CABINET WITH DRWS AND SPLASH1" = 1'-0"4KITCHEN ISLAND CABINER W/ SEATING1 1/2" = 1'-0"5MASTER BATH 1 CLOSET SECTION1 1/2" = 1'-0"8POWDER FLOATING COUNTER W/ OVERMOUNTED SINK
TUBE STEEL STRINGERANCHOR BOLT PER STRUCTURALSOLID WOOD TREAD (TYPICAL)STEEL MOUNTING PLATE PER STRUCTURALEXPANSIVE FOAMFLOOR FINISHSEALANT JOINT1' - 0"7"3"3"10" MINIMUM TREAD DEPTHBEAM PER STRUCTURALVERTICAL STEEL PLATE TO SUPPORT TREAD FINISH TO MATCH DOOR AND WINDOW FRAMESGYPSUM BOARDWOOD FLOORCONCEALED STEEL PLATE PER STRUCTURAL STEEL SHIM AS REQUIREDWIDE FLANGE STRINGER PER STRUCTURAL. FINISH TO MATCH DOOR AND WINDOW FRAMES. CONCEAL FASTENERS AND WITHIN DRYWALL ASSEMBLYSTEEL TREAD PLATE, WRAP PLATE IN WOOD TREAD FINISH PER SPECIFICATION. 3"3"9' - 10 3/4"TYP1' - 0"EQ-ADA4.011/3 OF EQ-A1/3 OF EQ-AEQ-A5 1/2"GLASS GUARD RAILBENT STEEL W SECTION STRINGER. FINISHED TO MATCH DOOR/WINDOW FRAMESGLASS GUARD RAILBENT STEEL W SECTION STRINGER. FINISHED TO MATCH DOOR/WINDOW FRAMESSTAIR LANDINGFINISHED TO MATCH TREADSSOLID WOOD TREADS TO MATCH WOOD FLOOR 3D-71D-72D-7SOLID WHITE OAK WOOD RAILING CAP5 1/2"CLNOTE: HANDRAIL SHALL BE UNIFORM AND NOT LESS THAN 34" AND NOT MORE THAN 38" ABOVE THE STAIR TREAD.1 1/2"3"3' - 6"3"STEEL STINGER PER STRUCTURAL FINISHED TO MATCH DOOR AND WINDOW FRAMES3'-0 1/2"SOLID WHITE OAKWOOD DOWEL HANDRIAILCONCEALED CR LAURENCE STANDOFF SOLID WOOD END CAP ON EACH TREADSTEEL GUSSET PLATES TO SUPPORT TREADS. PER STRUCTURALPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:43 AMD-7STAIR DETAILS3" = 1'-0"1STAIR BASE SECTION3" = 1'-0"2STAIR TOP SECTION3/4" = 1'-0"4FIRST LEVEL - ENLARGED STAIR3" = 1'-0"3STAIR SECTIONBB
3.4W LED 16" HIGH WARM WHITE LED PATHWAY LIGHT WITH GRAPHITE FINISHBEGA OR APPROVED EQUALWARM WHITE LED UP/DOWN WALL SCONCE WITH ALUMINUM FINISHDELTA LIGHT OR APPROVED EQUAL(2) 6W LED TYPESYMBOLLAMPDESCRIPTIONMANUFACTURER4" SQUARE IN-GRADE ADJUSTABLE LED UP LIGHT WITH FLUSH STAINLESS STEEL TRIMSMALL SCALE STAKE MOUNTED ADJUSTABLE WARM WHITE LANDSCAPE LED ACCENT LIGHT. CAST BRONZE HOUSING. WIDE FLOOD OPTICSAURORA LIGHT OR APPROVED EQUALERCO OR APPROVED EQUAL 3.2W LED 2.5W LED L1L2L3L4LANDSCAPE LIGHTINGNOTES:1. PLANTING SHALL NOT FORM INTO A HEDGE THAT EXCEEDS 36”TALL IN MAXIMUM GROWTH HEIGHT IN THE FRONT SETBACK AREA OF 6 FOOT TALL IN THE SIDE SETBACK AREA2. PLANTING SHALL COMPLY WITH NBMC SECTIONS 21.20.075 (LANDSCAPING -PLANT SELECTION AND GROUPING) AND 21.30.085 (WATER EFFICIENT LANDSCAPING). MUST ALSO COMPLY WITH CALIFORNIA INVASIVE PLANT COUNCIL LIST OF INVASIVES, AND CALIFORNIA NATIVE PLANT SOCIETY LIST OF PROHIBITED AND DROUGHT TOLERANT PLANT TYPES.WATER FEATURE WALL LIGHTBEGA LIGHT OR APPROVED EQUALL53.4W LED SEE SITE PLAN FOR HARDSCAPE AND SITE WALL INFORMATION SEE SITE PLAN FOR HARDSCAPE AND SITE WALL INFORMATION SEE FIRST FLOOR RCP FOR LIGHTS AFIXED TO BUILDINGWTR-1WTR-115.42' WTR LINE18" MAX DEPTH16.06' WTR LINE18" MAX DEPTHAGAVE ATTENUATA'FOXTAIL'AGAVE 'BLUE GLOW'FESTUCA GLAUCA'ELIJAH BLUE'DICHONDRA'SILVER FALLS'SANDSTONE BOULDER2'-6" DIA.1'-6" DIA.1'-0" DIA. 41115GROUND COVERGROUND COVER123DECOMPOSED GRANITESYMBOLPLANT NAME QUANTITYIMAGEPLANTING LEGENDPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:47 AML-1LANDSCAPE PLANTOTAL LANDSCAPE AREA: 93.8 SQFTLANDSCAPE CALCULATIONSLANDSCAPE NOTES1. ALL PRIVATE IRRIGATION SPRINKLER HEADS SHALL BE INSTALLED AND POSITIONED IN A MANNER THAT WILL NOT CAUSE IRRIGATION OVERSPRAY ONTO THE PUBLIC RIGHT-OF-WAY.”2. REMOVE ALL ROCKS FROM THE PUBLIC RIGHT-OF-WAY, REPLACE WITH VEGITATION GRASS. ALL LANDSCAPING IN THE RIGHT-OF-WAY SHALL NOT EXCEED 36 INCHES IN MAXIMUM GROWTH HEIGHT1/4" = 1'-0"1PROPOSED LANDSCAPE PLANAA
ELECTRICAL NOTES1. ALL RECEPTACLES SHALL MEET THE FOLLOWING REQUIREMENTS: (CEC 210.8, 210.12, 210.23, 210.52, 406.12, 406.12, 422.16.)2. GFCI PROTECTION SHALL BE PROVIDED FOR ALL COUNTER TOP RECEPTACLES, RECEPTACLES WITHIN 6 FEET OF A SINK (INCLUDING BELOW COUNTER AND BEHIND AND APPLIANCE), AND FOR RECEPTACLES SUPPLYING DISHWASHERS. THE RESET BUTTON FOR GFCI RECEPTACLES SHALL BE INSTALLED IN AN ACCESSIBLE LOCATION. 3. ALL OUTLETS AND DEVICES IN THE KITCHEN SHALL BE AFCI PROTECTED AND TR TAMPER-RESISTANT. 4. RECEPTACLES SHALL BE PROVIDED AT ALL COUNTER TOP AREAS WITH A MINIMUM DIMENSION OF 12 INCHES IN SPACING. 5. COUNTER TOP RECEPTACLES SHALL BE LOCATED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES FROM A RECEPTACLE.6. COUNTERTOP RECEPTACLES SHALL BE LOCATED NO MORE THAN 20 INCHES ABOVE THE COUNTER TOP. 7. ISLANDS/PENINSULAS SHALL HAVE A LEAST ONE RECEPTACLE MOUNTED NOT MORE THAN 12 INCHES BELOW THE COUNTERTOP AND WHERE THE COUNTER TOP DOES NOT EXTEND MORE THAN 6 INCHES BEYOND ITS BASE. 8.ELECTRIC STOVES AND OVENS SHALL BE SUPPLIED WITH A 40 OR 50 AMP BRANCH CIRCUIT. 9. RANGE HOODS SHALL BE PERMITTED TO BE CORD AND PLUG CONNECTED WITH A FLEXIBLE CORD IDENTIFIED AS SUITABLE FOR USE ON RANGE HOODS IN THE INSTALLATION INSTRUCTIONS OF THE APPLIANCE MANUFACTURER WHERE ALL OF THE FOLLOWING ARE MET:- FLEXIBLE CORD IS TERMINATED WITH A GROUNDING - TYPE ATTACHEMENT PLUG.- THE LENGTH OF THE CORD IS 18 INCHES TO 4 FEET.- RECEPTACLES ARE LOCATED TO PROTECT AGAINST PHYSICAL DAMAGE TO THE FLEXIBLE CORD.- THE RECEPTACLE IS ACCESSIBLE.- THE RECEPTACLE IS SUPPLIED BY AN INDUVIDUAL CIRCUIT.10. COUNTER TOP RECEPTACLES SHALL BE SUPPLIED BY A MINIMUM OF OF TWO 20-AMP BRANCH CIRCUITS. 11. A DEDICATED CIRCUIT IS REQUIRED FOR CORD AND PLUG CONNECTED RANGE EXHAUST HOODS. 12. RECEPTACLES EXCEEDING 20 AMPERES IN A WET LOCATION SHALL HAVE AN ENCLOSURE THAT IS WEATHERPROOF WHEN THE ATTACHMENT PLUG IS REMOVED. (CEC 406.9(B)2)13. SEE GENERAL NOTES FOR ADDITIONAL ELECTRICAL INFORMATION. 14. CONTRACTOR SHALL INSTALL ALL FIXTURES AND APPLIANCES PER ANUFACTURERS SPECIFICATIONS. 15. HEIGHTS OF OUTLETS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF ELECTRICAL BOX. 16. COMPUTER STATION: PROVIDE ONE (1) CAT6 ETHERNET JACK, ONE (1) COAXIAL OUTLET AND TWO (2) SEPARATE VOICE PHONE JACKS, MOUNT A 6-OUTLET ELECTRICAL STRIP WITH SURGE/SPIKE PROTECTION (RATED FOR MINIMUM 400 JOULES) AND INCLUDE PHONE JACK/MODEM PROTECTION. PROVIDE 2" DIA. HOLE AT REAR OF COUNTERTOP FOR COMPUTER WIRES. 17. VERIFY LOCATION OF FLOOR OUTLETS, PHONE JACKS, ETC. WITH OWNER AND ARCHITECT IN FIELD. 18. SEE ELECTRICAL PLANS FOR PANEL AND SUB PANEL SIZES. IF NO ELECTRICAL PLANS ARE PROVIDED, GC TO PROVIDE SIZING.19. ALL ELECTRICAL SERVICES SHALL BE UNDERGROUND TO CITY SUPPLY.20. "AUX PWR" DENOTES A RECESSED INPUT DOCK FOR A DIGITAL AUTO DEVICE TO TIE INTO THE LOCAL A/V SYSTEM. VERIFY HEIGHT, LOCATION AND DEVICE TYPE WITH OWNER PRIOR TO INSTALLATION.21. STAIRWAYS WITHIN DWELLING UNITS AND EXTERIOR STAIRS SERVICE A DWELLING UNIT SHALL HAVE ILLUMINATE LEVEL OF NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF THE TREADS AND LANDINGS.22. EXTERIOR STAIRWAYS SERVICING A DWELLING UNIT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. 23. ALL ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED AND DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 50 CFM, A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTEN OPERATION, AND ENERGY STAR RATED. 24. KITCHEN EXHAUST HOOD SHALL BE DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 100 CFM AND A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTENT OPERATION. 25. OUTDOOR RECEPTICALS SHALL BE LISTED AS WEATHER RESISTANT. 26. A MINIMUM OF ONE (1) 20-AMP CIRCUIT FOR BATHROOMS OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. 27. PROVIDE A MINIMUM OF ONE (1) 20-AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 28. RECEPTICALS SHALL BE LISTED AS TAMPER-RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTICALES IN DWELLING UNITS, FAMILY ROOM, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS AND AREAS. 29. IN WOOD CEILINGS, ALIGN AND CENTER FIXTURES WITH WOOD JOINTS. SEE DETAIL.LIGHTING NOTES1. ALL LIGHTING FIXTURES SHALL BE CONTROLLED BY EITHER A DIMMER SWITCH OR BY A VACANCY SENSOR SWITCH THAT REQUIRED A MANUAL ON ACTIVATION AND AUTOMATICALLY TURNS OFF WITHIN 30 MINUTES AFTER THE ROOM IS VACATED. 2. UNDER CABINET LIGHTING SHALL BE ON A SEPARATE SWITCH FROM ANY OTHER LIGHTING. 3. ALL LIGHT FIXTURES SHALL CONTAIN BULBS THAT ARE LABELED AS JA8-2019 (JA8-2019-E FOR SEALED LENS OR RECESSED FIXTURES). SCREW BULBS ARE PERMITTED EXCEPT IN RECESSED LIGHTING FIXTURES. 4. RECESSED LIGHTING SHALL BE LISTED AS IC (ZERO CLEARANCE TO INSULATION) AND AT (AIR TIGHT), BE SEALED/CAULKED BETWEEN THE FIXTURE HOUSING AND CEILING, SHALL, SHALL NOT CONTAIN A SCREW BASE SOCKET AND CONTAIN BULBS MARKED WITH JA8-2019 E EFFICIENCY LABEL. 5. LIGHTING FIXTURES LOCATED WITHIN 3 FEET HORIZONTALLY AND 8 FEET VERTICALLY OF THE BATHTUB RIM OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP LOCATION OR LISTED FOR WET LOCATIONS WHERE SUBJECT TO SHOWER SPRAY. (CEC 410.10)6. IN WOOD CEILINGS, ALIGN AND CENTER FIXTURES WITH WOOD JOINTS. SEE DETAIL.MECHANICAL NOTES1. CONDENSERS SHALL MEET THE ZONING DEPARTMENTS STANDARD SETBACK REQUIREMENTS. 2. AIR CONDITIONING UNITS MUST NOT EXCEED 50 DBA. 3. AIR CONDITIONING UNITS MUST BE SCREED ON ALL FOUR SIDES. 4.CONDENSING UNITS RATED UP TO 45,000 BTU/H SHALL HAVE A MINIMUM EFFICIENCY RATING OF 14 SEER AND 12.2 EER.5. AN ELECTRICAL DISCONNECT FOR THE UNIT SHALL BE PROVIDED WITHIN SIGHT OF THE UNIT AND READILY ACCESSIBLE. THE MAIN ELECTRICAL PANEL SHALL BE LABELED WITH THE CIRCUIT FOR THE UNIT. 6. THE CONDENSER UNIT SHALL BE LOCATED AND SECURED TO A MINIMUM 3 INCH THICK SLAB OR APPROVED PLATFORM. 7. PROVIDE A 15 OR 20 AMP RECEPTACLES AT AN ACCESSIBLE LOCATION WITHIN 25 FEET OF THE CONDENSING UNIT. IF LOCATED OUTSIDE, THE RECEPTACLE SHALL BE GFCI PROTECTED, WATER -RESISTANT, AND IN A WEATHERPROOF COVER. 8. THE CONDENSATE LINE SHALL DRAIN TO A LANDSCAPED AREA OR TO THE TAIL PIECE OF A SANITARY SEWER LINE. 9. INSULATION ON THE SUCTION LINE (COOLING REFRIGERANT LINE) SHALL BE PROTECTED FROM PHYSICAL DAMAGE OR ULTRAVIOLET DETERIORATION BY AN ALUMINUM OR METAL SHROUD, PAINT, PLASTIC COVER OR ULTRAVIOLET RESISTANT TAPE. 10. THE REFRIGERANT CIRCUIT ACCESS PORT SHALL BE PROTECTED FROM UNAUTHROIZED ACCESS WITH A LOCKING TYPE TAMPER RESISTANT CAP.11. WHEN LOCATED OUTDOORS THE CONDENSING UNIT SHALL BE A MINIMUM OF FIVE FEET FROM THE TERMINATION OF A CLOTHES DRYER VENT. (CEES 150.0).12. EXHAUST FANS WITH A MINIMUM VENTILATION RATE OF 50 CFM ARE REQUIRED IN ALL BATHROOMS EVEN IF AN OPERABLE WINDOW IS INSTALLED. EXHAUST FANS AND LIGHTING SHALL HAVE SEPARATE CONTROL SWITCHES EVEN IF COMBINATION UNIT IS INSTALLED. 13. ALL NON-DIMENSIONED REGISTERS AND DIFFUSERS TO BE CENTERED IN THE CLEAR DIMENSION. VERIFY ALL REGISTER AND DIFFUSER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION14. IN WOOD CEILINGS, ALIGN AND CENTER FIXTURES WITH WOOD JOINTS. SEE DETAIL.PLUMBING NOTES1. THE MIXING VALVE IN A SHOWER SHALL BE PRESSURE BALANCING SET AT A MAXIMUM OF 120 DEGREES FAHRENHEIT. THE WATER FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120 DEGREES FAHRENHEIT. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3, 409.4) 2. SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF THE ENCLOSURE AND HAVE A MINIMUM CLEAR OPENING OF 22 INCHES. (CPC 408.5, 408.6)3. SHOWER STALLS AND BATHTUBS WITH SHOWER HEADS INSTALLED SHALL HAVE WALLS INSTALLED WITH A NON ABSORBENT SURFACE FOR A MINIMUM OF 6 FEET ABOVE THE FLOOR. (CBC 1209 AND CRC R307.2) 4. HYDRO MASSAGE TUBS SHALL HAVE ACCESS TO THE MOTOR, BE SUPPLIED BY A GFCI PROTECTED DEDICATED CIRCUIT AND BE LISTED BY A RECOGNIZED TESTING AGENCY. ALL METAL CABLES, FITTINGS, PIPING OR OF THER METAL SURFACES WITHIN 5 FEET OF THE INSIDE WALL OF THE HYDRO MASSAGE TUB SHALL BE PROPERLY BONDED. HYDRO MASSAGE TUBS SHALL BE BONDED WITH A MINIMUM #8 AWG BARE COPPER WIRE AND THE BONDING SHALL BE ACCESSIBLE. (CEC 680.70)5. UNDERLAYMENT MATERIAL USED AS BACKERS FOR WALL TILE OR SOLID SURFACE MATERIAL IN A TUB AND SHOWER ENCLOSURE SHALL BE EITHER GLASS MAT / FIBER REINFORCED GYPSUM BACKING PANELS (I.E. DENSSHIELD, DENSARMOR PLUS), NON-ASBESTOS FIBER-CEMENT/FIBER MAT BACK BOARD (I.E. HARDIBACKER, CEMENT BOARD). WATER RESISTANT GYPSUM BOARD (I.E. PURPLE BOARD) MAY BE USED WHEN ATTACHED DIRECTLY TO STUDS, OVERLAID WITH MINIMUM GRADE B BUILDING PAPER AND WIRE LATH. TILE SHALL BE ATTACHED TO THE WIRE LATH. (CBC 2509 AND CRC R702.4)6. SHOWER FLOORS SHALL BE LINED WITH AN APPROVED SHOWER PAN OR AN ON SITE BUILT WATERTIGHT APPROVED LINING (I.E. HOT MOP). ON SITE BUILT SHOWER LININGS SHALL EXTEND A MINIMUM OF 3 INCHES VERTICALLY UP THE WALL AND SHALL BE SLOPED 1/4" PER FOOT TO WEEP HOLES. (CPC 408.7)7. WHEN A CURB IS PROVIDED AT A SHOWER IT SHALL BE A MINIMUM OF 1 INCH ABOVE THE SHOWER FLOOR AND BETWEEN 2 INCHES AND 9 INCHES ABOVE THE TOP OF THE DRAIN. A WATERTIGHT NAILING FLANGE THAT EXTENDS A MINIMUM OF 1 INCH HIGH SHALL BE INSTALLED WHERE THE SHOWER FLOOR MEETS THE VERTICAL SURFACE OF THE SHOWER COMPARTMENT. THE FINISHED FLOOR OF THE SHOWER COMPARTMENT SHALL BE UNIFORMLY SLOPED BETWEEN 1/8" AND 1/2" PER FOOT TOWARDS THE DRAIN. (CPC 408.5)8. WHERE A CURB IS NOT PROVIDED AT THE SHOWER COMPARTMENT, THE ENTIRE BATHROOM SHALL BE CONSIDERED A WET LOCATION. THE FLOORING IN THE ENTIRE BATHROOM SHALL COMPLY WITH THE WATER PROOFING REQUIREMENTS DESCRIBED ABOVE FOR SHOWER FLOORS AND ALL LIGHTING FIXTURES SHALL BE APPROVED FOR WET LOCATIONS. 9. IF INSTALLING A TUB NEXT TO AN EXISTING FIRE RATED WALL/WALLS, THE INTEGRITY OF THE FIRE RATED WALL CONSTRUCTION SHALL BE MAINTAINED (I.E. FIREBLOCKING SHALL BE INSTALLED IN THE WALL PER R302.11. AND R302.11.110. ALL DIMENSIONS ARE MEASURED FROM CENTERLINE OF THE FIXTURE.11. ALL NON-DIMENSIONED FIXTURES ARE TO BE CENTERED IN THE CLEAR DIMENSION.SMOKE AND CARBON MONOXIDE ALARM NOTES1. SMOKE ALARMS SHALL BE INSTALLED ON THE CEILING OR WALL (BETWEEN 4" AND 12" OF THE CEILING) IN ALL SLEEPING ROOMS, EACH AREA/HALLWAY ADJACENT TO SLEEPING ROOMS, EACH STORY OF THE BUILDING AND IN ANY BASEMENT. 2. CARBON MONOXIDE (CO) ALARMS SHALL BE INSTALLED ON THE CEILING OR WALL IN EACH AREA/HALLWAY ADJACENT TO SLEEPING ROOMS, EACH OCCUPIABLE STORY AND WITHIN A BEDROOM IF THE BEDROOM OF ATTACHED BATHROOM CONTAIN A FUEL BURNING APPLIANCE. 3.WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, THE DETECTORS SHALL BE LOCATED IN CLOSE PROXIMITY TO THE STAIRWAY.4.DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY SERVE.PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:48 AMM-0.0MECHANICAL GENERAL NOTES
WDZONE 1AZONE 1BZONE 1C372.83 SF826.03 SF227.75 SF(H)[W](H)[W](L)[W](H)[W][C][C][C](L)[W][C]*NOTE:MECHANICAL LAYOUTS ARE CONCEPTUAL ONLY AND INTENDED TO SHOW GENERAL LAYOUTS OF UNITS, DIFFUSERS, DROPPED SOFFITS, AND DUCT LAYOUT. HVAC SUB-CONTRACTOR IS RESPONSIBLE TO CONFIRM SIZING, LOADS, LOCATIONS, AND LAYOUT IN ORDER TO INSTALL A PROPERLY FUNCTIONING SYSTEM.3M-1.04M-1.0DUCT WORK AND EQUIPMENT IN VOID SPACE IN CEILING ABOVE2M-1.0(H)[W]T.O.C.T.O.C.FAUFAURUN DUCTWORK IN TOP OF CASEWORK BLW CLERESTORIESRUN DUCTWORK IN TOP OF CASEWORK BLW CLERESTORIES5M-1.0FAU1. ALL HEATING COOLING AND VENTILATION SYSTEMS AND APPLIANCE SHALL COMPLY WITH THE 2016 CALIFORNIA MECHANICAL CODE.2. PROVIDE ALL CLEARANCES PER MANUFACTURERS SPECIFICATIONS3. WORKING SPACE OF 30" IN DEPTH, WIDTH AND HEIGHT FOR APPLIANCES INSTALLED IN ATTICS AND CRAWL SPACES. CMC 304.14. SECTION 307 CMC ATTIC ACCESS AND ELBOW RAISED FLOOR ACCESS OPENING SHALL BE AT LEAST 30" X 30" SECTION 307 UMC PROVIDE HINGED PANEL DOORS.5. A PERMANENT ELECTRICAL OUTLET AND A LIGHT FIXTURE CONTROLLED BY A SWITCH SHALL BE LOCATED IN THE ATTIC OR BELOW FLOOR FAU. SECTION 306 CMC. 6. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS PASSING THROUGH A3 FLOORS OR LESS SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. SECTION 309. CMC. 7. PROVIDE RE-CIRCULATION PUMP ON HOT WATER SUPPLY SYSTEM. INSULATE ALL HOT WATER LINES. 8. ALL FURNACES TO BE 90% HIGH EFFICIENT UNITS.9. PRIOR TO EQUIPMENT AND DUCTING INSTALLATION THE MECHANICAL CONTRACTOR SHALL PROVIDE A SINGLE LINE LAYOUT DIAGRAM FOR REVIEWAND APPROVAL. 10. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10' FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT, SUCH AS VENTS, CHIMNEYS, PLUMBING VENTS, STREETS, ALLEYS, PARKING LOTS AND LOADING DOCKS. 11. AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED WITH CORROSION RESISTANT SCREENS, LOUVERS OR GRILLS HAVING A MINIMUM OPENING SIZE OF 1/4" AND A MAXIMUM OPENING SIZE OF 1/2".12. UN-VENTED GAS LOG HEATERS SHALL NOT BE USED IN A FACTORY BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED AND LABELED FOR SUCH USE.13. DUCT SEALING REQUIRED IN ALL CLIMATE ZONES. 14. RETURN DUCT DESIGN OR FAN POWER AIRFLOW RESTING (RESIDENTIALHVAC QUALITY INSTALLATION) IS REQUIRED. 15. ALL ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED AND DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 50 CFM. A MAXIMUM SOUND RATING OR 3 SON FOR INTERMITTENT OPERATION AND ENERGY STAR RATED. 16. KITCHEN EXHAUST HOOD SHALL BE DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 100 CFM AND A MAXIMUM SHOULD RATING OR SONE FOR INTERMITTENT OPERATION. 17. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS. 18. TERMINATION OF ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM THE PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING CMC 504.5.19. CLOTHES DRYER MOISTER EXHAUST DUCT TO BE MINIMUM 4" IN DIAMETER TO THE OUTSIDE EQUIPPED WITH A BACK DRAFT DAMPER. DUCT LENGTH ISLIMITED TO 14' WITH 2 ELBOWS. CMC 504.3.1.220. A MINIMUM OF 100 SQUARE INCHES FOR MAKEUP AIR WHEN A DOMESTIC CLOTHES DRYER IS INSTALLED IN A CLOSET DESIGNED FOR THE INSTALLATION. CMC 504.3.121.ACCESS OPENING FOR THE ATTIC AND/OR UNDER FLOOR SPACE WITH APPLIANCES INSTALLED SIZED TO AT LEAST AS LARGE AS THE EQUIPMENTINSTALLED AND WITH A MINIMUM SIZE OF 22" X 30" CMC 904.1022. LEVEL WORKING PLATFORM 30" X30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE PER CMC 904.1023. CONDENSATE WASTE DRAIN INDIRECTLY CONNECTED TO AN AIR GAP OR AIR BREAK.24. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT A POINT 3 FT ABOVE THE FLOOR AND 2 FEET FROM EXTERIORWALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 25. HEAT PRODUCING APPLIANCES IN GARAGE TO BE PROTECTED FROM AUTOMOBILE DAMAGE. CMC 308.1.126. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER BEES 150 (O,EXC. 5 TO 152(A) & ASHRAE STD. 62.2 FOR CONTINUOUS WHOLE BUILDING VENTILATION MINIMUM REQUIRED RATE OF 7.5 CFM FOR EACH OCCUPANT (1 OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. NATURAL VENTILATION THROUGH DOORS AND WINDOWS OR CONTINUOUS OPERATION OF CENTRAL FORCED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEM ARE NOT PERMISSIBLE METHOD OF PROVIDING WHOLEHOUSE VENTILATION. WHFMECHANICAL EQUIPMENT LEGENDWHOLE HOUSE FAN, 186 CFM CAPACITYEXHAUST FANKITCHEN ISLAND RANGE HOOD. 100 CFM EXHAUST FAN, 3 SONE MAX. FOR INTERMITTENT OPERATION IS REQUIRED, VENT TO EXTERIORLINEAR SLOT DIFFUSER -SUPPLY(H) -HIGH(L) -LOW[W] -WALL[C] -CEILINGT.O.C. -TOP OF CASEWORKLINEAR SLOT DIFFUSER -RETURN(H) -HIGH(L) -LOW[W] -WALL[C] -CEILINGFLUSH TOUCHLATCH ACUDOORCONCEALED CEILING MOUNTED FAU PER SPECIFICATIONSCONCEALED FLOOR MOUNTED FAU PER SPECIFICATIONSMECHANICAL NOTESGYPSUM BOARD CEILINGHARD CLIP FOR AIR DIFFUSERAIR SLOT, LENGTH PER MECHANICAL DRAWINGSWOOD FRAMINGPLENUM BOX1"CONCEALED PIVOTING ROD HINGESCREWDRIVER OPERATED CAM LATCHGYPSUM BOARD INSERTED INTO METAL DOOR FRAME07 10 00WATER PROOFING07 10 00FLEXIBLE FLASHINGPLYWOODGYPSUM BOARD WALLHARD CLIP FOR AIR DIFFUSERAIR SLOT, WIDTH AND LENGTH PER MECHANICAL DRAWINGSWOOD FRAMINGSLOTMECHANICAL DUCTCUSTOM WALL PLENUMWOOD VENEERMDF BACKPANNEL WITH WOOD VENEERMECHANICAL DUCT PER PLANEXTERIOR 2X6 WALLCLERESTORY WINDOW ABOVE CASEWORKUPPER CABINETSFOR DUCTWORKMIN 10"QFAN = 3 CFM PER 100SF OF FLOOR AREA + 7.5 CFM PER OCCUPANT(NUMBER OF OCCUPANTS = NUMBER OF BEDROOMS + 1)QFAN = (3 CFM)(4941SF/100SF) + (7.5 CFM)(4 + 1)QFAN = 186 CFMTOTAL VENTILATION RATE EQUATIONPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:35:54 AMM-1.0MECHANICAL LEVEL 11/4" = 1'-0"1MAIN FLOOR MECHANICAL DIAGRAM6" = 1'-0"3TYPICAL CEILING SUPPLY/RETURN DIFFUSER3" = 1'-0"2TYPICAL CEILING ACCESS PANEL6" = 1'-0"4TYPICAL WALL SUPPLY/RETURN DIFFUSERKEYNOTES#DESCRIPTION3" = 1'-0"5VOID IN CASEWORK SECTIONB
ZONE 1DZONE 1GZONE 1EZONE 1FZONE 1H367.37 SF624.96 SF368.68 SF166.22 SF635.22 SF(H)[W](L)[W]ZONE 1J341.24 SF(H)[W](H)[W](H)[W](H)[W](H)[W](H)[W][C](H)[W](H)[W][C](H)[W](H)[W](H)[W](L)[W](H)[W](H)[W](H)[W](H)[W]*NOTE:MECHANICAL LAYOUTS ARE CONCEPTUAL ONLY AND INTENDED TO SHOW GENERAL LAYOUTS OF UNITS, DIFFUSERS, DROPPED SOFFITS, AND DUCT LAYOUT. HVAC SUB-CONTRACTOR IS RESPONSIBLE TO CONFIRM SIZING, LOADS, LOCATIONS, AND LAYOUT IN ORDER TO INSTALL A PROPERLY FUNCTIONING SYSTEM.3M-1.04M-1.02M-1.0FAUFAUFAUFAUFAUTOP OF BUILT IN CASEWORKACCESS DOOR IN FACE OF CASEWORK. DOOR TO MATCH CASEWORK.CEILING ACCESS DOORACCESS DOOR ON FACE OF SOFFITCEILING ACCESS DOORACCESS DOOR ON FACE OF WALL TO MATCH INTERIOR FINISHT.O.C.1. ALL HEATING COOLING AND VENTILATION SYSTEMS AND APPLIANCE SHALL COMPLY WITH THE 2016 CALIFORNIA MECHANICAL CODE.2. PROVIDE ALL CLEARANCES PER MANUFACTURERS SPECIFICATIONS3. WORKING SPACE OF 30" IN DEPTH, WIDTH AND HEIGHT FOR APPLIANCES INSTALLED IN ATTICS AND CRAWL SPACES. CMC 304.14. SECTION 307 CMC ATTIC ACCESS AND ELBOW RAISED FLOOR ACCESS OPENING SHALL BE AT LEAST 30" X 30" SECTION 307 UMC PROVIDE HINGED PANEL DOORS.5. A PERMANENT ELECTRICAL OUTLET AND A LIGHT FIXTURE CONTROLLED BY A SWITCH SHALL BE LOCATED IN THE ATTIC OR BELOW FLOOR FAU. SECTION 306 CMC. 6. GAS VENTS AND NON-COMBUSTIBLE PIPING IN WALLS PASSING THROUGH A3 FLOORS OR LESS SHALL BE EFFECTIVELY DRAFT STOPPED AT EACH FLOOR OR CEILING. SECTION 309. CMC. 7. PROVIDE RE-CIRCULATION PUMP ON HOT WATER SUPPLY SYSTEM. INSULATE ALL HOT WATER LINES. 8. ALL FURNACES TO BE 90% HIGH EFFICIENT UNITS.9. PRIOR TO EQUIPMENT AND DUCTING INSTALLATION THE MECHANICAL CONTRACTOR SHALL PROVIDE A SINGLE LINE LAYOUT DIAGRAM FOR REVIEWAND APPROVAL. 10. MECHANICAL AND GRAVITY OUTDOOR AIR INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10' FROM ANY HAZARDOUS OR NOXIOUS CONTAMINANT, SUCH AS VENTS, CHIMNEYS, PLUMBING VENTS, STREETS, ALLEYS, PARKING LOTS AND LOADING DOCKS. 11. AIR EXHAUST AND INTAKE OPENINGS THAT TERMINATE OUTDOORS SHALL BE PROTECTED WITH CORROSION RESISTANT SCREENS, LOUVERS OR GRILLS HAVING A MINIMUM OPENING SIZE OF 1/4" AND A MAXIMUM OPENING SIZE OF 1/2".12. UN-VENTED GAS LOG HEATERS SHALL NOT BE USED IN A FACTORY BUILT FIREPLACE UNLESS THE FIREPLACE SYSTEM HAS BEEN SPECIFICALLY TESTED, LISTED AND LABELED FOR SUCH USE.13. DUCT SEALING REQUIRED IN ALL CLIMATE ZONES. 14. RETURN DUCT DESIGN OR FAN POWER AIRFLOW RESTING (RESIDENTIALHVAC QUALITY INSTALLATION) IS REQUIRED. 15. ALL ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED AND DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 50 CFM. A MAXIMUM SOUND RATING OR 3 SON FOR INTERMITTENT OPERATION AND ENERGY STAR RATED. 16. KITCHEN EXHAUST HOOD SHALL BE DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 100 CFM AND A MAXIMUM SHOULD RATING OR SONE FOR INTERMITTENT OPERATION. 17. DRYER VENT TO BE SMOOTH WALL METAL WITHOUT SCREW CONNECTIONS. 18. TERMINATION OF ENVIRONMENTAL AIR DUCTS SHALL BE A MINIMUM OF 3 FEET FROM THE PROPERTY LINE AND 3 FEET FROM OPENINGS INTO THE BUILDING CMC 504.5.19. CLOTHES DRYER MOISTER EXHAUST DUCT TO BE MINIMUM 4" IN DIAMETER TO THE OUTSIDE EQUIPPED WITH A BACK DRAFT DAMPER. DUCT LENGTH ISLIMITED TO 14' WITH 2 ELBOWS. CMC 504.3.1.220. A MINIMUM OF 100 SQUARE INCHES FOR MAKEUP AIR WHEN A DOMESTIC CLOTHES DRYER IS INSTALLED IN A CLOSET DESIGNED FOR THE INSTALLATION. CMC 504.3.121.ACCESS OPENING FOR THE ATTIC AND/OR UNDER FLOOR SPACE WITH APPLIANCES INSTALLED SIZED TO AT LEAST AS LARGE AS THE EQUIPMENTINSTALLED AND WITH A MINIMUM SIZE OF 22" X 30" CMC 904.1022. LEVEL WORKING PLATFORM 30" X30" SHALL BE PROVIDED IN FRONT OF THE SERVICE SIDE OF THE APPLIANCE PER CMC 904.1023. CONDENSATE WASTE DRAIN INDIRECTLY CONNECTED TO AN AIR GAP OR AIR BREAK.24. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT A POINT 3 FT ABOVE THE FLOOR AND 2 FEET FROM EXTERIORWALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE. 25. HEAT PRODUCING APPLIANCES IN GARAGE TO BE PROTECTED FROM AUTOMOBILE DAMAGE. CMC 308.1.126. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER BEES 150 (O,EXC. 5 TO 152(A) & ASHRAE STD. 62.2 FOR CONTINUOUS WHOLE BUILDING VENTILATION MINIMUM REQUIRED RATE OF 7.5 CFM FOR EACH OCCUPANT (1 OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. NATURAL VENTILATION THROUGH DOORS AND WINDOWS OR CONTINUOUS OPERATION OF CENTRAL FORCED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEM ARE NOT PERMISSIBLE METHOD OF PROVIDING WHOLEHOUSE VENTILATION. WHFMECHANICAL EQUIPMENT LEGENDWHOLE HOUSE FAN, 186 CFM CAPACITYEXHAUST FANKITCHEN ISLAND RANGE HOOD. 100 CFM EXHAUST FAN, 3 SONE MAX. FOR INTERMITTENT OPERATION IS REQUIRED, VENT TO EXTERIORLINEAR SLOT DIFFUSER -SUPPLY(H) -HIGH(L) -LOW[W] -WALL[C] -CEILINGT.O.C. -TOP OF CASEWORKLINEAR SLOT DIFFUSER -RETURN(H) -HIGH(L) -LOW[W] -WALL[C] -CEILINGFLUSH TOUCHLATCH ACUDOORCONCEALED CEILING MOUNTED FAU PER SPECIFICATIONSCONCEALED FLOOR MOUNTED FAU PER SPECIFICATIONSMECHANICAL NOTESQFAN = 3 CFM PER 100SF OF FLOOR AREA + 7.5 CFM PER OCCUPANT(NUMBER OF OCCUPANTS = NUMBER OF BEDROOMS + 1)QFAN = (3 CFM)(4941SF/100SF) + (7.5 CFM)(4 + 1)QFAN = 186 CFMTOTAL VENTILATION RATE EQUATIONPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:00 AMM-1.1MECHANICAL LEVEL 21/4" = 1'-0"1UPPER FLOOR MECHANICAL DIAGRAMKEYNOTES#DESCRIPTIONBB
EXHAUST FANSMOKE DETECTOR/ CARBON MONOXIDE DETECTOR1. ALL DIMENSIONS ARE MEASURED FROM CENTERLINE OF THE FIXTURE.2. ALL NON-DIMENSIONED FIXTURES ARE TO BE CENTERED IN THE CLEAR DIMENSION.3. CEILING HEIGHTS, WHERE SHOWN, INDICATE CLEAR FINISH DIMENSIONS.4. ALL NON-DIMENSIONED REGISTERS AND DIFFUSERS TO BE CENTERED IN THE CLEAR DIMENSION. VERIFY ALL REGISTER AND DIFFUSER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.5. HARD-WIRED SMOKE ALARMS WITH BATTERY BACKUPS ARE REQUIRED.A. CENTRALLY LOCATED IN ROOMS AND CORRIDORS GIVING DIRECT ACCESS TO EACH SLEEPING AREA.B. ON CEILING INSIDE EACH SLEEPING ROOM.C. ON EACH STORY OF MULTISTORY DWELLINGS AND INBASEMENTS.D. WHEN SLEEPING AREAS ARE ONAN UPPER LEVEL, THE DETECTORSHALL BE LOCATED IN CLOSE PROXIMITY TO THE STAIRWAY.E. DETECTORS SHALL SOUND ANALARM AUDIBLE IN ALL SLEEPINGAREAS OF THE DWELLING UNITWHICH THEY SERVE.6. IN WOOD CEILINGS, ALIGN AND CENTER FIXTURES WITH WOOD JOINTS. SEE DETAIL.LIGHTING CONTROL NOTES:1. PRIMARY RESIDENCE TO BE CONTROLLED BY HOME AUTOMATION AND CONTROL SYSTEM BY SAVANT. NEW ADU TO BE CONTROLLED BY SEPARATE SYSTEM2. PALLADIOM KEYPAD ARCHITECTURAL STYLE - BY LUTRON TO BE USED FOR LIGHTING KEYPAD3. SPECIFIED FIXTURES AND SWITCH LEGS - INCLUDING DOOR ACTIVATED LIGHTS AT ATTIC AND UNDERFLOOR SPACES TO BE CONNECTED TO THE DIMMER PANELS PER LUTRON SPECIFICATIONS4. INSTALLATION TO BE DONE BY A CERTIFIED LUTRON HOMEWORKS INTERACTIVE INSTALLER ONLY. 5. BUTTONS TO BE BACKLIT AND CUSTOM ENGRAVED BY LUTRON. FONT TO BE 10 PT HELVETICA AND ALL CAPITAL LETTERS. VERIFY COLOR/FINISH WITH OWNER AND INTERIOR DESIGNER. 6. PROVIDE INTERFACES FOR SECURITY, DRAPES, A/V, HVAC, REMOTE ACCESS AS REQUIRED BY OWNER. 7. LUTRON HOMEWORKS INTERACTIVE INSTALLER TO PROVIDE CLIENT AND ARCHITECT WITH HOMEWORKS ILLUMINATION DATABASE. SHADING NOTES:1. PROVIDE LUTRON PALLADIOM OR EQUAL FOR SHADING 2. INCLUDE REMOTE SYSTEM POWER, TRANSFORMERS, CABLING, INSTALLATION AND PROGRAMMING. 3. LOW VOLTAGE WIRING TO BE PROVIDED TO EACH LOCATION. 4. REFER TO REFLECTED CEILING PLANS TO VERIFY FINAL SHADE QUANTITY. 5. REFER TO REFLECTED CEILING PLANS FOR SHADE PANEL LOCATIONS. ELECTRICAL NOTES:1. SEE GENERAL NOTES FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURERS SPECIFICATIONS. 3 HEIGHTS OF OUTLETS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF ELECTRICAL BOX. 4. COMPUTER STATION: PROVIDE ONE (1) CAT6 ETHERNET JACK, ONE (1) COAXIAL OUTLET AND TWO (2) SEPARATE VOICE PHONE JACKS, MOUNT A 6-OUTLET ELECTRICAL STRIP WITH SURGE/SPIKE PROTECTION (RATED FOR MINIMUM 400 JOULES) AND INCLUDE PHONE JACK/MODEM PROTECTION. PROVIDE 2" DIA. HOLE AT REAR OF COUNTERTOP FOR COMPUTER WIRES. 5. VERIFY LOCATION OF FLOOR OUTLETS, PHONE JACKS, ETC. WITH OWNER AND ARCHITECT IN FIELD. 6. SEE ELECTRICAL PLANS FOR PANEL AND SUB PANEL SIZES. 7. ALL ELECTRICAL SERVICES SHALL BE UNDERGROUND TO CITY SUPPLY. 8. "AUX PWR" DENOTES A RECESSED INPUT DOCK FOR A DIGITAL AUTO DEVICE TO TIE INTO THE LOCAL A/V SYSTEM. VERIFY HEIGHT, LOCATION AND DEVICE TYPE WITH OWNER PRIOR TO INSTALLATION.9. STAIRWAYS WITHIN DWELLING UNITS AND EXTERIOR STAIRS SERVICE A DWELLING UNIT SHALL HAVE ILLUMINATE LEVEL OF NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF THE TREADS AND LANDINGS.10. EXTERIOR STAIRWAYS SERVICING A DWELLING UNIT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. 11. ALL ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED AND DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 50 CFM, A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTEN OPERATION, AND ENERGY STAR RATED. 12. KITCHEN EXHAUST HOOD SHALL BE DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 100 CFM AND A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTENT OPERATION. 13. OUTDOOR RECEPTICALS SHALL BE LISTED AS WEATHER RESISTANT. 14. A MINIMUM OF ONE (1) 20-AMP CIRCUIT FOR BATHROOMS OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. 15. PROVIDE A MINIMUM OF ONE (1) 20-AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 16. RECEPTICALS SHALL BE LISTED AS TAMPER-RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTICALES IN DWELLING UNITS, FAMILY ROOM, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS AND AREAS. *DO NOT SCALE DRAWINGSSCMCRECESSED CAN LIGHT:3" SQUARE TRIMLESSCOLOR: WHITENOTE: CONTRACTOR TO OBTAIN BOTH WALL WASH AND DOWNLIGHT SAMPLE TO TEST LIGHT SPREAD IN-FIELD WITH OWNERCMSMOTION SENSOR RECESSED CAN LIGHTEXTERIOR WALL SCONCEPENDANT LIGHTOUTLETGFI OUTLETGFINEW CEILING FANSWITCHDIRECTIONAL CAN LIGHTCUV-BLOCKER SHADES BY LUTRON, CONTROLLED BY PALLADIOM KEYPAD. KP/T PALLADIOM KEYPAD WITH TRUFIG INSTALLATIONPROJECTORKITCHEN ISLAND RANGE HOOD WITH LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS. SHALL HAVE A MINIMUM EXHAUST RATE OF 100 CFM. BEES 150(o), EXC 5 TO 150.2(a), & ASHRAE STD 62.2.RECESSED LED STRIP(AT STEPS WHERE OCCURS)SHKP PALLADIOM KEYPADBY LUTRONCSPOWER BAR COMPUTER STATION PER NOTE 4 UNDER "ELECTRICAL NOTES"J-BOX FOR LIGHTED MIRRORSJLSWALL SCONCEHBHOSE-BIBACCUE DOOR FLUSH PANEL ACCESS DOOR, SIZE PER FAU REQUIREMENTSHALF HOT OUTLETRECESSED LUTRON LEDDIRECTIONAL RECESSED LUTRON LEDGARAGE LIGHTGAS-BIBG220V OUTLET220VCOOLEDGE LUMINOUS CEILING FLUSH MOUNT FIXTURE WITH WOVEN FABRIC SURFACEDESCRIPTION COUNTEXISTING LIGHTS0NEW LIGHTS184REMOVED LIGHTS0TOTAL PROPOSED 184NOTE: -NEW CAN LIGHTS ON LEVEL 2 TO BE SQUARE AND FLUSH-MOUNTED PER LEGENDWHOLE HOUSE LIGHTING COUNT10' - 0"11' - 10"10' - 0"10' - 0"11' - 10"7' - 10"9' - 0"3-CAR GARAGEELEV31' - 6 1/8"20' - 0"13' - 7"20' - 7"10' - 0"17' - 6 3/4"23' - 6 1/2"13' - 9 1/2"10' - 10"8' - 6 1/2"1' - 0 1/8"LSLSLSLSLS9' - 0"LSLSCCLSLSCLCOVERED PATIODININGKITCHENBEDROOM 1BATH 1PWDRENTRYKPKPKPKPKPKPKPKPKP19' - 6 1/4"16' - 5 1/4"J513KP413GGFIGFI GFIGFIGFIGFIGFIGFIGFIGFIGFI GFIGFIGGLSRANGEGFIDWREF.220V220VLSKPGWD-1PT-1PT-1PT-1PT-1GYP-1AVEXTERIOR PATIOCOVEREDENTRYWD-110' - 0"GFIOPEN TO ABV.GPT-112D-3SHSHSHSHLSLSLSLSLSLSLSLS10' - 10"7' - 10"LIVING ROOM8' - 0"LS12D-3SIM.12D-3SIM.5D-4SCMHBHBCCCCSIM.GFI119133133133401401048401113113113113414207PROJECT NORTHMAGNETIC NORTHPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:05 AMRCP.1RCP - LEVEL 1RCP GENERAL NOTES:RCP LEGEND:1/4" = 1'-0"1MAIN FLOOR RCPKEYNOTES#DESCRIPTION048 (N) EXTERIOR FIREPLACE113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY AND 2" HIGHER THAN ROOFDRAIN PER R903.4.1. CONNECT MAIN TOSUBSURFACE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION. SPEC ZURN 100C FROETDUAL OUTLET ROOF DRAIN.119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S133 RECESSED SHADE IN POCKET -REFERENCE SPECIFICATIONS AND RCP207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)401 TV LOCATION ABOVE - PROVIDE POWER /CABLE413 PROVIDE POWER FOR IN-ELEVATORDOWNLIGHTS414 (N) FLOOR OUTLET513 WALL MOUNTED LIGHTED MIRROR -PROVIDED BY INTERIOR DESIGNER.PROVIDE BLOCKING AND POWERB
EXHAUST FANSMOKE DETECTOR/ CARBON MONOXIDE DETECTOR1. ALL DIMENSIONS ARE MEASURED FROM CENTERLINE OF THE FIXTURE.2. ALL NON-DIMENSIONED FIXTURES ARE TO BE CENTERED IN THE CLEAR DIMENSION.3. CEILING HEIGHTS, WHERE SHOWN, INDICATE CLEAR FINISH DIMENSIONS.4. ALL NON-DIMENSIONED REGISTERS AND DIFFUSERS TO BE CENTERED IN THE CLEAR DIMENSION. VERIFY ALL REGISTER AND DIFFUSER LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION.5. HARD-WIRED SMOKE ALARMS WITH BATTERY BACKUPS ARE REQUIRED.A. CENTRALLY LOCATED IN ROOMS AND CORRIDORS GIVING DIRECT ACCESS TO EACH SLEEPING AREA.B. ON CEILING INSIDE EACH SLEEPING ROOM.C. ON EACH STORY OF MULTISTORY DWELLINGS AND INBASEMENTS.D. WHEN SLEEPING AREAS ARE ONAN UPPER LEVEL, THE DETECTORSHALL BE LOCATED IN CLOSE PROXIMITY TO THE STAIRWAY.E. DETECTORS SHALL SOUND ANALARM AUDIBLE IN ALL SLEEPINGAREAS OF THE DWELLING UNITWHICH THEY SERVE.6. IN WOOD CEILINGS, ALIGN AND CENTER FIXTURES WITH WOOD JOINTS. SEE DETAIL.LIGHTING CONTROL NOTES:1. PRIMARY RESIDENCE TO BE CONTROLLED BY HOME AUTOMATION AND CONTROL SYSTEM BY SAVANT. NEW ADU TO BE CONTROLLED BY SEPARATE SYSTEM2. PALLADIOM KEYPAD ARCHITECTURAL STYLE - BY LUTRON TO BE USED FOR LIGHTING KEYPAD3. SPECIFIED FIXTURES AND SWITCH LEGS - INCLUDING DOOR ACTIVATED LIGHTS AT ATTIC AND UNDERFLOOR SPACES TO BE CONNECTED TO THE DIMMER PANELS PER LUTRON SPECIFICATIONS4. INSTALLATION TO BE DONE BY A CERTIFIED LUTRON HOMEWORKS INTERACTIVE INSTALLER ONLY. 5. BUTTONS TO BE BACKLIT AND CUSTOM ENGRAVED BY LUTRON. FONT TO BE 10 PT HELVETICA AND ALL CAPITAL LETTERS. VERIFY COLOR/FINISH WITH OWNER AND INTERIOR DESIGNER. 6. PROVIDE INTERFACES FOR SECURITY, DRAPES, A/V, HVAC, REMOTE ACCESS AS REQUIRED BY OWNER. 7. LUTRON HOMEWORKS INTERACTIVE INSTALLER TO PROVIDE CLIENT AND ARCHITECT WITH HOMEWORKS ILLUMINATION DATABASE. SHADING NOTES:1. PROVIDE LUTRON PALLADIOM OR EQUAL FOR SHADING 2. INCLUDE REMOTE SYSTEM POWER, TRANSFORMERS, CABLING, INSTALLATION AND PROGRAMMING. 3. LOW VOLTAGE WIRING TO BE PROVIDED TO EACH LOCATION. 4. REFER TO REFLECTED CEILING PLANS TO VERIFY FINAL SHADE QUANTITY. 5. REFER TO REFLECTED CEILING PLANS FOR SHADE PANEL LOCATIONS. ELECTRICAL NOTES:1. SEE GENERAL NOTES FOR ADDITIONAL ELECTRICAL INFORMATION. 2. CONTRACTOR SHALL INSTALL ALL FIXTURES AND APPLIANCES PER MANUFACTURERS SPECIFICATIONS. 3 HEIGHTS OF OUTLETS ARE MEASURED FROM FINISHED FLOOR TO CENTERLINE OF ELECTRICAL BOX. 4. COMPUTER STATION: PROVIDE ONE (1) CAT6 ETHERNET JACK, ONE (1) COAXIAL OUTLET AND TWO (2) SEPARATE VOICE PHONE JACKS, MOUNT A 6-OUTLET ELECTRICAL STRIP WITH SURGE/SPIKE PROTECTION (RATED FOR MINIMUM 400 JOULES) AND INCLUDE PHONE JACK/MODEM PROTECTION. PROVIDE 2" DIA. HOLE AT REAR OF COUNTERTOP FOR COMPUTER WIRES. 5. VERIFY LOCATION OF FLOOR OUTLETS, PHONE JACKS, ETC. WITH OWNER AND ARCHITECT IN FIELD. 6. SEE ELECTRICAL PLANS FOR PANEL AND SUB PANEL SIZES. 7. ALL ELECTRICAL SERVICES SHALL BE UNDERGROUND TO CITY SUPPLY. 8. "AUX PWR" DENOTES A RECESSED INPUT DOCK FOR A DIGITAL AUTO DEVICE TO TIE INTO THE LOCAL A/V SYSTEM. VERIFY HEIGHT, LOCATION AND DEVICE TYPE WITH OWNER PRIOR TO INSTALLATION.9. STAIRWAYS WITHIN DWELLING UNITS AND EXTERIOR STAIRS SERVICE A DWELLING UNIT SHALL HAVE ILLUMINATE LEVEL OF NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF THE TREADS AND LANDINGS.10. EXTERIOR STAIRWAYS SERVICING A DWELLING UNIT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. 11. ALL ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS, AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTILATED AND DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 50 CFM, A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTEN OPERATION, AND ENERGY STAR RATED. 12. KITCHEN EXHAUST HOOD SHALL BE DUCTED TO OUTSIDE AIR WITH A MINIMUM RATE OF 100 CFM AND A MAXIMUM SOUND RATING OR 3 SONE FOR INTERMITTENT OPERATION. 13. OUTDOOR RECEPTICALS SHALL BE LISTED AS WEATHER RESISTANT. 14. A MINIMUM OF ONE (1) 20-AMP CIRCUIT FOR BATHROOMS OUTLET. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. LOADS SHALL BE BALANCED. 15. PROVIDE A MINIMUM OF ONE (1) 20-AMP LAUNDRY BRANCH CIRCUIT. SUCH CIRCUIT SHALL HAVE NO OTHER OUTLETS. 16. RECEPTICALS SHALL BE LISTED AS TAMPER-RESISTANT FOR ALL 15 AND 20 AMPERE RECEPTICALES IN DWELLING UNITS, FAMILY ROOM, DINING, LIVING, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS OR SIMILAR ROOMS AND AREAS. *DO NOT SCALE DRAWINGSSCMCRECESSED CAN LIGHT:3" SQUARE TRIMLESSCOLOR: WHITENOTE: CONTRACTOR TO OBTAIN BOTH WALL WASH AND DOWNLIGHT SAMPLE TO TEST LIGHT SPREAD IN-FIELD WITH OWNERCMSMOTION SENSOR RECESSED CAN LIGHTEXTERIOR WALL SCONCEPENDANT LIGHTOUTLETGFI OUTLETGFINEW CEILING FANSWITCHDIRECTIONAL CAN LIGHTCUV-BLOCKER SHADES BY LUTRON, CONTROLLED BY PALLADIOM KEYPAD. KP/TPALLADIOM KEYPAD WITH TRUFIG INSTALLATIONPROJECTORKITCHEN ISLAND RANGE HOOD WITH LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS. SHALL HAVE A MINIMUM EXHAUST RATE OF 100 CFM. BEES 150(o), EXC 5 TO 150.2(a), & ASHRAE STD 62.2.RECESSED LED STRIP(AT STEPS WHERE OCCURS)SHKPPALLADIOM KEYPADBY LUTRONCSPOWER BAR COMPUTER STATION PER NOTE 4 UNDER "ELECTRICAL NOTES"J-BOX FOR LIGHTED MIRRORSJLSWALL SCONCEHBHOSE-BIBACCUE DOOR FLUSH PANEL ACCESS DOOR, SIZE PER FAU REQUIREMENTSHALF HOT OUTLETRECESSED LUTRON LEDDIRECTIONAL RECESSED LUTRON LEDGARAGE LIGHTGAS-BIBG220V OUTLET220VCOOLEDGE LUMINOUS CEILING FLUSH MOUNT FIXTURE WITH WOVEN FABRIC SURFACEDESCRIPTIONCOUNTEXISTING LIGHTS0NEW LIGHTS184REMOVED LIGHTS0TOTAL PROPOSED 184NOTE: -NEW CAN LIGHTS ON LEVEL 2 TO BE SQUARE AND FLUSH-MOUNTED PER LEGENDWHOLE HOUSE LIGHTING COUNTLSLSLSLS7' - 2"7' - 2"LSELEVLSLSLSLSLSLSOFFICEELEVATOREQUIP.LAUNDRYLIVING ROOMMASTERBEDROOMMASTER BATHSTEAM/SHOWERSAUNACLOSETGYMBEDROOM 3BEDROOM 2BATH 2BATH 310' - 2"LSLSLSKPKPKPLSKPKPKPJJJJKPKP413KPKPKPKPKPKPKPKPKPLSGFIGFIGFIGFIGFIGFIGFIGGFI93334S1363735S2S314' - 10"14' - 3"9' - 0"CLG. LOW POINT,SEE SECTION A10' - 3"10' - 3"9' - 0"12' - 4"CLG. LOW POINT,SEE SECTION A10' - 2"7' - 2"7' - 6"7' - 6"7' - 6"12' - 4"12' - 4"10' - 1"ABV ABVABVABV ABV10' - 2"10' - 2"10' - 2"13' - 9"13141516171819ABV ABV ABV ABV ABV ABV ABV22ABV13' - 9"13' - 9"13' - 9"11' - 1"11' - 1"PT-1PT-1WD-1WD-1WD-1WD-1HALLPT-1PT-1PT-1PT-1WD-1WD-1WD-1WD-1WD-1HALLWD-1WD-1WD-1GABV9' - 0"5D-411D-35D-411D-32D-35D-42D-32D-32D-35D-42D-3SCM SCMSCMCCCC9' - 0"8' - 0"PT-14014011194011331335135135135132D-3WD-1SHSH207207207PT-110' - 2"STORAGES4KP3840ABV3941ABVVOL.VOL.VOL.VOL.VOL.VOL.VOL.MTL-1MTL-110D-3ABV10D-3ABV10D-3ABV10D-3ABV10D-3ABVPROVIDE MARINE GRADE SEALER ABV. IN BATHROOMSKPLSGFIGFIPROJECT NORTHMAGNETIC NORTHPLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 9:51:13 AMRCP.2RCP - LEVEL 2RCP GENERAL NOTES:RCP LEGEND:1/4" = 1'-0"1UPPER FLOOR RCPKEYNOTES#DESCRIPTION119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - DIRECT-VENT,SEALED-COMBUSTION, OMNI TESTLABORATORIES INC. (ACCREDITED BYANSI) REPORT # 0028GF103S133 RECESSED SHADE IN POCKET -REFERENCE SPECIFICATIONS AND RCP207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)401 TV LOCATION ABOVE - PROVIDE POWER /CABLE413 PROVIDE POWER FOR IN-ELEVATORDOWNLIGHTS513 WALL MOUNTED LIGHTED MIRROR -PROVIDED BY INTERIOR DESIGNER.PROVIDE BLOCKING AND POWERB
LIGHT AND VENTILATION NOTES: 1. EXTERIOR GLAZED OPENINGS OF HABITABLE ROOMS FOR NATURAL LIGHT SHALL BE MINIMUM 8% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. R3032. OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 4% OR MORE OF THE ROOM FLOOR AREA. R303. IN LIEU OF EXTERIOR OPENINGS FOR HABITABLE ROOMS, A MECHANICAL VENTILATING SYSTEM MEETING THE CALIFORNIA MECHANICAL CODE REQUIREMENTS MAY BE PROVIDED. R303GENERAL DOOR NOTES:1. ALL DOOR SIZES ARE NOMINAL SIZES, THEY ARE SUBJECT TO CHANGE UPON FINAL MANUFACTURER SELECTION. CONTRACTOR TO PROVIDE CUT SHEETS AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING.2. ALL EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1 OR SHALL BE OF APPROVED NON-COMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1-3/8" THICK WITH INTERIOR FIELD PANEL THICKNESS NO LESS THAN 1-1/4" THICK, OR SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252.3. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED. 4. ALL GLASS LITES IN DOORS AND SIDE LITES TO BE TEMPERED. 5. SAFETY GLAZING IS REQUIRED AT THE FOLLOWING LOCATIONS: A) GLAZING IN INGRESS AND EGRESS DOOR (EXCEPT JALOUSIES). B) GLAZING LOCATED WITHIN 40 INCHES OF A DOOR WHEN THE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. C) GLAZING IN PANELS HAVING AN AREA IN EXCESS OF 9 SQUARE FEET AND THE LOWER EDGE LESS THAN 18 INCHES ABOVE A WALKING SURFACE WITHIN 36 INCHES. D) GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.6. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THEVICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. 7. WOOD FLUSH-TYPE DOORS SHALL BE MINIMUM 1-3/4" THICK WITH SOLID CORE CONSTRUCTION. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. 91.6709.1, 91.6709.48. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. 91.67.09.5, 91.6709.79. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPENABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT. 91.6709.210. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEAD BOLT SHALL HAVE A MINIMUM THROW OF 3/4". 91.6709.211. THE USE OF A LOCKING SYSTEM WHICH CONSIST OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB AND A DEAD BOLT OPERATED BY A NON-REMOVABLE THUMB TURN WHICH IS INDEPENDENT OF THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED A SYSTEM WHICH REQUIRES SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEAD BOLT SHALL NOT BE SEPARATED BY MORE THAN 8"12. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16" THICK WITH SHAPED PORTIONS NOT LESS THAN 1/4" THICK AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQUARE INCHES IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER 18" LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8" AND 3" IN WIDTH. 91.6709.1 ITEM 213. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. 91.671014. VERIFY DOOR FRAME AND SASH DIMENSIONS WITH DOOR AND WINDOW DETAILS. SEE EXTERIOR ELEVATIONS.15. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. 91.2406.4 A) INGRESS AND EGRESS DOORS B) PANELS IN SLIDING OR SWINGING DOORS C) DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) D) IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE E) IN WALL ENCLOSING STAIRWAY LANDINGF) DOORS AND ENCLOSURES FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALLENCLOSING THESE COMPARTMENTS WITHIN 5'-0" OF STANDING SURFACE). 91.1115B.9.8DOOR EGRESS NOTES:1. PROVIDE A MINIMUM OF ONE EXIT DOORWAY NOT LESS THAN 3 FT. WIDE AND 6 FT. 6 INCHES IN HEIGHT, AND WITH A MINIMUM CLEAR WIDTH OF 32 INCHES. R3112. LANDING LENGTHS AT DOORS SHALL BE A MINIMUM OF 36 INCHES IN THE DIRECTION OF TRAVEL. R311.33. FOR HABITABLE LEVELS OR BASEMENTS LOCATED MORE THAN ONE STORY ABOVE OR MORE THAN ONE STORY BELOW AN EGRESS DOOR, THE MAXIMUM TRAVEL DISTANCE FROM ANY OCCUPIED POINT TO A STAIRWAY OR RAMP THAT PROVIDES EGRESS FROM SUCH HABITABLE LEVEL OR BASEMENT, SHALL NOT EXCEED 50 FEET. R311.44. LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 ½ INCHES LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR SHALL NOT BE MORE THAN 7 ¾ INCHES BELOW THE TOP OF THE THRESHOLD PROVIDED THE DOOR DOES NOT SWING OVER THE LOWER LANDING OR FLOOR. R311.3.1RATED DOOR NOTES:1. DOORS SHALL BE 1 3/8” SOLID CORE OR MIN 20 MINUTE FIRE RATED DOOR (FOR NON-SPRINKLERED DWELLINGS) AND SELF- CLOSING AND SELF-LATCHING IN SPRINKLERED AND NON-SPRINKLERED DWELLINGS. R302.5.12. OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. R302.5.1DOOR ENERGY NOTES: 1. DOORS TO HAVE A MINIMUM SHGC AND U-VALUE PER TITLE 24 REPORT. REFERENCE T-24 ENERGY REPORT IN SET. 2. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.H - GARAGE DOORA- ENTRY PIVOT DOORJ - INTERIOR DOORST= TEMPERED GLASSK - WARDROBE DOORSTL - BARN DOORWOOD SOLIDCORE PAINT GRADEFLUSH FACEWOOD SOLIDCORE PAINT GRADEFLUSH FACEB - 3-PANEL SLIDING GLASS DOORTF: DOUBLE DOORC - 2-PANEL SLIDING GLASS DOORTE - SINGLE HINGE GLASS DOORTWD-3M - WOOD GATEWD-3PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:11 AMSCH-1DOOR SCHEDULEDOOR SCHEDULEMark Width Height Type Manufacturer Model Frame Material U-VALUE/SHGC Finish Hardware CommentsA 5' - 0" 7' - 10" A Fleetwood Windows and Doors 4400 - T Aluminum 0.43 / 0.19 Black Anodized Archetype PIVOT DOOR WITH 1'-0" OFFSET, TEMPEREDB 2' - 8" 8' - 0" J TBD TBD TBD N/A TBD TBD 20 MIN RATED DOOR AND ASSEMBLY TO BE SELF CLOSING AND SELF LATCHING'C 18' - 0" 9' - 0" H TBD TBD TBD N/A WD-3 TBD GARAGE DOOR, WOOD FINISH TO MATCH GATESD 9' - 0" 9' - 0" H TBD TBD TBD N/A WD-3 TBD GARAGE DOOR, WOOD FINISH TO MATCH GATESE 16' - 2" 10' - 0" B Fleetwood Windows and Doors 4070-T Aluminum 0.39 / 0.22 Black Anodized Archetype Narrow 3-PANEL SLIDING GLASS DOOR, TEMPEREDF 7' - 6" 10' - 0" C Fleetwood Windows and Doors 4070-T Aluminum 0.39 / 0.22 Black Anodized Archetype Narrow 2-PANEL SLIDING GLASS DOOR, TEMPEREDG 20' - 7" 10' - 0" B Fleetwood Windows and Doors 4070-T Aluminum 0.39 / 0.22 Black Anodized Archetype Narrow 3-PANEL SLIDING GLASS DOOR, TEMPEREDH 4' - 0" 5' - 9 3/8" M Custom Site Gate TBD WD-3 N/A WD-3 TBD WOOD GATE TO MATCH GARAGE DOORSJ 2' - 10" 5' - 8" M Custom Site Gate TBD WD-3 N/A WD-3 TBD NEW GATE TO REPLACE EXISTING, MATCH GARAGE DOORSK 16' - 2" 10' - 0" B Fleetwood Windows and Doors 4070-T. Aluminum 0.39 / 0.22 Black Anodized Archetype Narrow 3-PANEL SLIDING GLASS DOOR, TEMPEREDL 20' - 7" 10' - 0" B Fleetwood Windows and Doors 4070-T Aluminum 0.39 / 0.22 Black Anodized Archetype Narrow 3-PANEL SLIDING GLASS DOOR, TEMPEREDO 2' - 6" 7' - 0" HINGEDDOORPER GC N/AQ 2' - 6" 7' - 0" HINGEDDOORPER GC N/AR 3' - 0" 7' - 0" POCKETDOORS 6' - 0" 8' - 0" DOUBLEPOCKETDOORT 2' - 6" 7' - 0" HINGEDDOORPER GC N/A1/4" = 1'-0"Door LegendHARDWARE:1 - EMTEK HERCULES LEVER WITH MODERN RECTANGULAR ROSETTE WITH FLAT BLACK FINISH2 - MODERN RECTANGULAR FLUSH PULL 10" FLAT BACK3 - MODERN RECTANGULAR FLAT BLACK TOP MOUNT SPOKED WHEEL DOOR SCHEDULE INTERIORDOOR WIDTH HEIGHT Type THICK DOOR DESCRIPTION COREFACEMAT/FINISHFRAME/FINISH HINGES/TRACK PULLS/LOCKHARDWAREGROUP COMMENTSiC 2'-8" 7'-6" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iD 2'-6" 7'-0" HINGED DOOR 1 3/4" TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iE 2'-8" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iF 3'-0" 7'-0" HINGED DOOR 1 3/4" GIB DOOR SOLID TBD EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iG 3'-0" 7'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PASSAGE 2iJ 2'-8" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iK 3'-0" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iL 3'-0" 8'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PRIVACY 2iM 2'-6" 7'-0" HINGED DOOR 1 3/4" TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iN 3'-0" 8'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PRIVACY 2iP 3'-0" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iQ 3'-0" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iR 3'-0" 7'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PASSAGE 2iS 2'-6" 7'-0" HINGED DOOR 1 3/4" TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iT 2'-6" 7'-0" HINGED DOOR 1 3/4" TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iU 2'-6" 7'-0" HINGED DOOR 1 3/4" TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iV 6'-0" 8'-0" DOUBLE POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PRIVACY 2iW 3'-0" 8'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PRIVACY 2iX 2'-6" 7'-0" POCKET DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PASSAGE 2iY 3'-0" 8'-0" HINGED DOOR 1 3/4" FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iZ 3'-6" 7'-0"(none)GLASS SPECIFICATION SCHEDULEGL-1FLEETWOOD DOORS AND WINDOWSSTARFIRE OR APPROVED EQUALTAGTOTAL THICKNESSINSTALLED IN PRODUCT COMMENTS1/2" SOLID LAMINATED SAFETY GLASSGL-21/2"COMPOSITION-1"PER MANUFACTURERCARDINAL, INSULATED LOW E, CARDINAL 366B
A - FIXEDC - CASEMENTB - SLIDER8' - 6 1/4"4' - 4"2' - 2 1/4"312G - IRREGULAR WINDOW5' - 0"2' - 10"1' - 7"312F - IRREGULAR WINDOW4' - 0"3' - 4"2' - 4"312E - IRREGULAR WINDOW1' - 6"3' - 4"2' - 11 1/2"312D - IRREGULAR WINDOW LIGHT AND VENTILATION NOTES: 1. EXTERIOR GLAZED OPENINGS OF HABITABLE ROOMS FOR NATURAL LIGHT SHALL BE MINIMUM 8% OF THE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. R3032. OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 4% OR MORE OF THE ROOM FLOOR AREA. R303. IN LIEU OF EXTERIOR OPENINGS FOR HABITABLE ROOMS, A MECHANICAL VENTILATING SYSTEM MEETING THE CALIFORNIA MECHANICAL CODE REQUIREMENTS MAY BE PROVIDED. R3033. WHERE A WINDOW SILL IS LOCATED HIGHER THAN 72” ABOVE ADJACENT GRADE OR FINISHED SURFACE ON THE OPPOSITE SIDE, THE LOWEST PART OF THE OPENING SHALL BE 24” MINIMUM ABOVE THE ROOM FINISH FLOOR SURFACE. OPERABLE SECTIONS OF WINDOW SHALL NOT PERMIT OPENINGS THAT ALLOW PASSAGE OF 4 INCH SPHERE WHERE SUCH OPENINGS ARE LOCATED WITHIN 24 INCHES OF THE FINISHED FLOOR. R312.2.1GENERAL WINDOW NOTES:1. ALL WINDOW SIZES ARE NOMINAL SIZES, THEY ARE SUBJECT TO CHANGEUPON FINAL MANUFACTURER SELECTION. CONTRACTOR TO PROVIDE CUT SHEETS AND SHOP DRAWINGS TO ARCHITECT FOR APPROVAL PRIOR TO ORDERING.2. DIRECTION OF OPERATION SHOWN FROM THE EXTERIOR. 3. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED.4. ALL GLASS LITES IN SIDE LITES TO BE TEMPERED.5. ALL WINDOWS TO BE PROVIDED WITH NEW SCREENS UNLESS NOTED OTHERWISE.6. SAFETY GLAZING IS REQUIRED AT THE FOLLOWING LOCATIONS:A) WINDOWS LOCATED IN TUB AND SHOWER AREAS WHEN THE SILL HEIGHT IS LESS THAN 70 INCHES ABOVE THE SHOWER OR TUB DRAIN INLET. B) GLAZING IN PANELS HAVING AN AREA IN EXCESS OF 9 SQUARE FEETAND THE LOWER EDGE LESS THAN 18 INCHES ABOVE A WALKING SURFACE WITHIN 36 INCHES. C) GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.7. SKYLIGHT SIZES INDICATE DIMENSION OF INTERIOR FRAMED OPENING.8. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. WINDOWS REQUIRED FOR EGRESS SHALL HAVE A MINIMUM 24" CLEAR HEIGHT, MINIMUM 20" CLEAR WIDTH, 5.7 SQUARE FEET MINIMUM AREA AND 44" MAXIMUM TO SILL. 9. GLAZING IN HAZARDOUS LOCATIONS SHALL BE TEMPERED. A. INGRESS AND EGRESS DOORS B. PANELS IN SLIDING OR SWINGING DOORS C. DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE) D. IF WITHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5' OF STANDING SURFACE E. IN WALL ENCLOSING STAIRWAY LANDINGMIRRORS10. GLASS SKYLIGHT SHALL COMPLY WITH 91.2409. 11. PROVIDE NATURAL VENTILATION IN BATHROOMS BY MEANS OF OPENABLE EXTERIOR WALL OPENINGS WITH AN AREA NOT LESS THAN 5% OF FLOOR AREA WITH A MINIMUM OF 5 SQ FT. MECHANICAL VENTILATING SYSTEMS MAY BE PERMITTED. 12. ALL GLAZED OPENINGS SUBJECT TO CBC CHAPTER 7A ARE TO HAVEA FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHENTESTED IN ACCORDANCE WITH ASTM E2010, OR CONFORM TO PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 [CBC 704A.3.2.2]13. ALL SKYLIGHTS TO HAVE ICC OR UL APPROVAL. VELUX SKYLIGHT CERTIFICATION IS LISTED IN ICC ER-0199.WINDOW EGRESS NOTES: 1. IN EVERY BEDROOM AND BASEMENT GREATER THAN 200 SQ. FT. OR CONTAINING HABITABLE SPACE, PROVIDE ONE OPENABLE ESCAPE OPENING MEETING ALL OF THE FOLLOWING: R310A. A NET CLEAR OPENING AREA OF NOT LESS THAN 5.7 SQ. FT. (5.0 SQ. FT. ESCAPE FOR GRADE – FLOOR WINDOW).B. MINIMUM CLEAR OPENING HEIGHT OF 24 INCHES.C. MINIMUM CLEAR OPENING WIDTH OF 20 INCHES.D. THE BOTTOM OF WINDOW OPENING SHALL NOT BE MORE THAN 44 INCHES FROM THE FLOOR.E. WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NET CLEAR OPENING AREA OF THE WINDOW R 312.2.2.F. PROVIDE A WELL FOR ESCAPE WINDOW FROM BASEMENT.G. AREA OF WINDOW WELL TO BE 9 SQ. FT. MINIMUM WITH 3’ FT. MINIMUM DIMENSION.H. PROVIDE A LADDER FROM WINDOW WELL IF DEEPER THAN 44”.WINDOW ENERGY NOTES: 1. WINDOWS TO HAVE A MINIMUM SHGC AND U-VALUE PER TITLE 24 REPORT. REFERENCE T-24 ENERGY REPORT IN SET. 2. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.PLOTDATE:SCALE:SHEETNUMBERDRAWING PREPARED BY: MR1/4 AT 24x361740 OCEAN FRONT E, NEWPORT BEACH, CA 92661ROST ARCHITECTS EXPRESSLY RESERVES COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE DRAWINGS. THESE DRAWINGS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESSED WRITTEN PERMISSION OF ROST ARCHITECTSOCEAN FRONT RESIDENCET: 9 4 9 . 5 4 5 . 9 0 8 4A: 16530 BAKE PARKWAYIRVINE CA, 92618W: WWW.ROSTARCHITECTS.COM 9-30-23PLNG SUB. #1 5 / 12 / 21BLDG SUB. DELTA A 7 / 22 / 21BLDG SUB. DELTA B 12 / 01 / 21PLNG SUB. DELTA C X / X / XX1/28/2022 8:36:13 AMSCH-2WINDOW SCHEDULEWINDOW SCHEDULEMark Width Height Manufacturer Model TYPE GLASS U-VALUE / SHGC Comments1 3' - 4 1/2" 7' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 TEMPERED2 2' - 2" 5' - 8" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.47 / 0.19 EGRESS3 2' - 2" 5' - 8" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.47 / 0.19 EGRESS4 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW5 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW6 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW7 4' - 0" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 TEMPERED9 8' - 4 3/8" 4' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T GGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE11 4' - 0" 6' - 0"GL-1 0.47 / 0.19 EGRESS12 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW13 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW14 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW15 5' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW16 5' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW17 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW18 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW19 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW21 4' - 0" 6' - 0"GL-1 0.47 / 0.19 EGRESS22 5' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T FGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE23 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW24 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW25 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW26 1' - 6" 3' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T DGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE27 1' - 6" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 TEMPERED28 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW29 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW30 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW31 4' - 0" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 TEMPERED32 4' - 0" 3' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T EGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE33 6' - 3" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW34 6' - 3" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW35 5' - 0" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW36 5' - 6" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW37 5' - 6" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW38 5' - 7" 4' - 3 1/2" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW39 2' - 9 3/8" 4' - 3 1/2" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.34 / 0.24 EGRESS40 5' - 7" 2' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW41 2' - 9 3/8" 2' - 0" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW42 5' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T FGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE45 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOWSKYLIGHT SCHEDULEMark Width Height Manufacturer Model Operation U-VALUE / SHGC CommentsS1 5' - 0" 2' - 11" Velux TBD FIXED 0.30 / O.23S2 5' - 0" 2' - 11" Velux TBD FIXED 0.30 / O.23S3 5' - 0" 2' - 11" Velux TBD FIXED 0.30 / O.23S4 4' - 0" 3' - 0" Velux TBD FIXED 0.30 / 0.231/4" = 1'-0"Window LegendGLASS SPECIFICATION SCHEDULEGL-1FLEETWOOD DOORS AND WINDOWSSTARFIRE OR APPROVED EQUALTAGTOTAL THICKNESSINSTALLED IN PRODUCT COMMENTS1/2" SOLID LAMINATED SAFETY GLASSGL-2 1/2"COMPOSITION-1"PER MANUFACTURERCARDINAL, INSULATED LOW E, CARDINAL 366BB