HomeMy WebLinkAbout20210419_Plans_24x361740 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: R3OWNER: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, WALL COVERINGWD 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 SPRINKLERS2. SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT3. PHOTOVOLTAIC SOLAR PANELS4. TESLA POWER WALLNOTES:1. DEFERRED SUBMITTALS ARE TO BE REVIEWED BY PROJECT ARCHITECT AND/OR ENGINEER OF RECORD, AND CERTIFIED FOR CONFORMANCE WITH BUILDING DESIGN 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 AREA 3,982 SQ FTBUILDABLE AREA: 2,922 SQ FTMAX ALLOWABLE SQ FT: 5,844 SQ FTHEIGHT LIMITFRONT YARD 10 FT SETBACKSREAR YARD 0 FT FOR ABUTTING ALLEYMAXIMUM BUILDING HEIGHT: 24 FT FOR FLAT ROOFS29 FT FOR SLOPED ROOFS (3:12 PITCH OR GREATER)SIDE YARD SETBACK 4 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 2.0 2.0 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: 1421 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’AND FOR SHORING AND UNDERPINNING1740 OCEAN FRONT E, NEWPORT BEACHPROJECT SITEE OCEAN FRONTE OCEAN BLVDL STI STMIRAMAR DRE BALBOA BLVDC H A N N E L R D
G STM STE OCEAN FRONTE BAY AVEJIM & CATHY CEFALIAZONING DISTRICT/SETBACK MAP ZONING DISTRICT: R-2 TWO UNIT RESIDENTIALFLOOD ZONE:X - 0.2 PCT ANNUAL CHANCE FLOOD HAZARDOCEAN FRONT E.P1:13.2P2:12.2P3:11.1P4:10.0P5:8.97PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:14 AMTSTITLE SHEETSHEET NUMBER SHEET NAME005 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 DETAILSSHEET NUMBER SHEET NAME000TS TITLE SHEETTS-2 GENERAL NOTESTS-3 MANDATORY MEASURES 1TS-4 MANDATORY MEASURES 2TS-5 NEWPORT BEACH NOTESTS-6 NEWPORT BEACH NOTES001 TOPOTP-01 TOPOGRAPHIC SURVEY002 T-24T-24-1 TITLE 24 ENERGY REPORTT-24-2 TITLE 24 ENERGY REPORTT-24-3 TITLE 24 ENERGY REPORT004 ARCHA0.00 WALL ASSEMBLIESA0.01 FLOOR & ROOF ASSEMBLIESA0.02 BUILDING MATERIAL SPECIF.A1.00 SITE PLANA1.01 ARCHITECTURAL SLAB PLANA1.02 SITE DRAINAGE PLANA1.03 EROSION CONTROL 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 & WINDOWSD-4 DETAILS - DOORS & WINDOWSD-5 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 SCHEDULE
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, 2016 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 COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THEARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFYARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS.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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:15 AMTS-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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:35 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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:59 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 9-30-21COMMENT X / XX / XX4/12/2021 10:29:03 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 9-30-21COMMENT X / XX / XX4/12/2021 10:29:05 AMTS-6NEWPORT BEACH NOTES
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.
N6759’40"W 361.10’ TIE TO INTERSECTION
N7019’48"W 232.85’ TIE TO INTERSECTION
D=020’01" R=8,500.00’ L=49.49’
N2047’19" RAD.
N2027’18"E RAD.
N2047’18"E RAD.
N2027’17"E RAD.
D=020’01" R=8,510.00’ L=49.55’
N2039’04"E 80.00’
N2019’44"E 80.00’
N2047’14"E RAD.
N2027’13"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=020’01" 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
1 12.06
36 12.20fs
54 12.21fs
66 16.56cp
98 12.19fs
113 15.86cp
143 15.66cp
172 15.35ng
173 15.42ng
184 15.94ng
11.93FS
TREE
PROPERTY LINE
PROPERTY LINE
PROPERTY
LINE
PROPERTY
LINE
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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:09 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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:11 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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:13 AMT-24-3TITLE 24 ENERGY REPORT
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 00TWO LAYERS OF WATER RESISTANT BARRIER WITH TYVEK HOMEWRAP AT INNER LAYER09 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 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 METALPLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:16 AMA0.00WALL 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 ASSEMBLY
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 BARRIEREXISTING SOILTOP OF CONCRETE SLABEXISTING CONCRETE SLAB ON GRADETYP. PER STRUCTURAL 11 3/4"HARDWOOD FLOORNOTE:WIDTH, LENGTH, FINISH AND SEAMS OF PORCELAIN TILES ON EXTERIOR DECKS TO MATCH INTERIOR WOOD FLOOR. 3 3/4"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/ GARAGE7/8" MIN PLASTER ASSEMBLYRESILIENT FURRING CHANNELS07 21 00GLASS FIBER INSULATION 11 7/8" TJI JOISTS, PERSTRUCTURALPLYWOOD PER STRUCTURAL FINISH FLOOR PER PLAN/SCHEDULEPER STRUCTURAL1/8" SOUND REDUCTION MAT 3/4" 3/4" PROPRIETARY GYPSUM FLOOR TOPPINGFIRE 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; 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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:20 AMA0.01FLOOR & 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"11RF -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"9FL-5 - EXTERIOR 1HR RATED ASSEMBLY3" = 1'-0"5FL- 6 - INTERIOR 1HR RATED ASSEMBLY
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 Mesa BeigeSealer: 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 23ACRYLIC PLASTERSystem: 3-coat; scratch, brown, finish Manufacturer: Sto Corp.Lath: 3.4 lb. Galvanized Ribbed LathStucco Base: Sto 108 Powerwall™ Scratch and BrownReinforcement: Sto 80920 Mesh, embedded in 1 coat of Sto BTS PlusPrimer: 1 coat Sto 805 Hot Prime, tinted to match finish color.Product Finish: Sto Powerwall™ Freeform. Burnished with a stainless steel trowel. Sealer for CMU: 1 coat Sto Extra Seal over CMUAccessories: Weep screed to be perforated and anodized or Kynar-paintedto match plaster color. Provide cornerbeads, perforated J mold,control joints, etc. as required for a complete installationWaterproofing: Refer to 07 10 00 WATERPROOFINGSamples: 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: STEGO Industries, LLCProduct: Stego® Wrap Vapor Barrier 15 milRemarks: Install vapor barrier over compacted grade. Install seamtape and termination per manufacturer’s specifications.Install boot seams around conduits and pipe penetrations.Install polyurethane caulking and termination bar at perimeter.Vapor BarrierManufacturer: 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 ROOF DECKS:Single-Ply Roofing 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: Recessed Strip Drain 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 BITUMINOUS ROOFING09 60 00WOODManufacturer: CustomModel / Material:At Rear Deck OverhangDG-1RF-1WD-209 50 00WOODManufacturer: CustomModel / Material:Interior Ceiling CladdingWD-3ST-104 43 13STONE VENEERSupplier: Marmol Export 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 Assocaiate 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 METALPLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:22 AMA0.02BUILDING MATERIAL SPECIF.
W/DPROJECT NORTHMAGNETIC NORTH12.50' - FS30'-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 OCEANFRONTCL05105716.75' - FF17.58' - FS12.75' - BW1524.2 4.1
4.1
9.7
9.7
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10.0 D=0°20'01"R=8,500.00'L=49.49'N20°47'18"E RAD.
N20°27'17"E RAD.D=0°20'01"R=8,510.00'L=49.55'N20°39'04"E 80.00'
N20°19'44"E 80.00'
N20°47'14"E RAD.
N20°27'13"E RAD.D=0°20'01"R=8,590.00'L=50.00'2' GUTTER
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CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.PROPERTY LINEPROPERTYLINE PROPERTYLINE 11.57FL11.62FL11.69FL11.98GF11.87FS12.0018.17TW11.87FS12.10GF
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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 TW12.5NG12.3918.91TW22.18TW1 1.9 3 F S
16.75' - FF17.20' - FS17.44' - FS001COVERED PATIOMIN. SYSB4' - 0"002002001001019EXTERIOR DECK1/4" / 1'-0"ST-1ST-17' - 7"7' - 0"00250' - 0"02317.23' - FS17.14' - FS10417.32' - FS22.42' - TW17.35' - FS1/4" / 1'-0"20.67' - 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-1PL-101301311"7' - 4 3/4"4' - 1"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"7' - 5"6' - 5 3/8"1/4" / 1'-0"7' - 4 3/4"1' - 0 1/4"0498' - 0"011011011001002007001MIN. SYSB4' - 0"CON-1104ST-1ST-11/4" / 1'-0"12.60' - FS12.45' - FS16.10' - FS16.53' - FS16.10' - FS1/4" / 1'-0"16.06' WTR LINE15.42' WTR LINE18" MAX DEPTH18" MAX DEPTH22.42' - TW20.75' - TWDG-1ST-17' - 5 3/8"104EDGE 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"H8' - 0"2' - 11 1/2"1' - 0"5' - 5 3/8"1' - 0"16.66' - FS16.37' - BW16.34' - BW18.50' - TW14.00' - BW15.17' - BW20.75' - TW12.52' - BW12.48' - BW15.51' - BW16.23' - TW13.99' - BW16.23' - TW3D-13D-112D-116.67' - FS16.75' - FF13.99' - FS1D-118.50' - TW18.67' - TW01411D-16D-4SIM.4A1.06SITE LEGENDHATCHED AREA INDICATES OPEN SPACEHATCHED AREA INDICATES FIRST FLOOR AREAHATCHED AREA INDICATES EXTERIOR HARDSCAPEGARAGE LEVEL - 12.75' FFENTRY LEVEL - 16.75' FF11.88'MAIN LEVEL - 17.58' FFPL-1PL-1PL-1ST-1CON-1CON-1CON-1CON-1CON-1CON-1ST-1ST-1PL-1CON-1WTR DEPTH1' - 6" MAX049013013014DG-104921' - 11 7/8"14' - 2 7/8"2' - 11"4' - 6 1/4"5' - 11 3/4"D-134A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:27 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 SPECS013 (E) SITE WALL TO REMAIN. REPLACE (E)COPING WITH (N) PER SPECS014 (N) SITE FENCE AND GATE016 STREET ADDRESS NUMBERS PERBUILDING SPECIFICATIONS018 REFUSE/RECYCLYING BIN LOCATION(S)019 (N) EXTERIOR HARDSCAPE023 LANDSCAPE/PLANTING/VEGITATION PERLANDSCAPE PLAN030 EXISTING ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 EXISTING GAS METER LOCATION TOREMAIN, PROTECT IN PLACE049 (N) EXTERIOR WATER FEATURE050 ROOF EDGE ABOVE051 (E) EXTERIOR HARDSCAPE057 (E) EXTERIOR STEPS104 EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)152 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":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 ENTRY
1/4" / 1'-0"1/4" / 1'-0"T.O. (E) MAIN LEVEL SLAB16.75' FST.O. (N) BUILT UP FLOOR FRAMING OVER EXISTING SLAB17.58' FST.O. (E) ENTRY LEVEL SLAB16.75' FST.O. (N) GUEST BEDROOM SLAB15.58' FSELEVATOR PIT-8" FROM ENTRY LEVEL SLAB ELEVATION (PER MFR)(E) GARAGE SLAB12.50' FST.O. (E) GARAGE APRON12.15' FS(N) GARAGE SLAB TO ALIGN WITH ADJ. SLOPE12.07' FS(E) LOWER SLAB12.75' FS156157001002001002001001002019019019019051057051PROJECT 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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:33 AMA1.01ARCHITECTURAL SLAB PLANKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK019 (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
10' - 0"80' - 0"10' - 0"70' - 0"0"50' - 0"4' - 0"42' - 0"4' - 0"0490192 % MIN.(E)2 % MIN.2 % MIN.2 % MIN.2 % MIN.2 % MIN.2 % MIN.2 % MIN.2 % MIN.SLOPE PIPE 1% MINIMUM051019113E OCEANFRONT
CLCL0010070020083" MIN (TYP.)8" MIN (TYP.)NOTE: SEE SITE PLAN ON A1.00 FOR ADDITIONAL INFORMATIONDDETAIL D054TYP.055056052051050002002050001PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:43 AMA1.02SITE DRAINAGE PLANKEYNOTES#DESCRIPTION051 (E) EXTERIOR HARDSCAPE052 (N) ZURN Z 611 9" AREA DRAIN, CONNECT TO SUBSURFACE DRAIN SYSTEM054 (E) AREA DRAIN TO REMAIN055 PERFORATED PIPE BEYOND THIS POINT, 15'-0" MINIMUM PER NOTE J056 NON-PERFORATED PIPE, SLOPE 1% MINIMUM TOWARDS E. OCEANFRONT113 ROOF/SUBFLOOR DECK DRAINS/DOWNSPOUT - PROVIDE TWO INDEPENDENT LINES THROUGH THE WALL BELOW.OVERFLOW TO BE PIPED SEPARATELY PER R903.4.1. CONNECT MAIN TO SUBSURCAFE DRAIN SYSTEM. PROVIDE ABOVEGROUND EXIT FOR OVERFLOW LINE WITH FLUSH GRADE PER ARCHITECT SPECIFICATION.KEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK007 (E) EXISTING CURB/EDGE OF PAVEMENT008 CENTERLINE OF RIGHT-OF-WAY019 (N) EXTERIOR HARDSCAPE049 (N) EXTERIOR WATER FEATURE050 ROOF EDGE ABOVE1/8" = 1'-0"1SITE DRAINAGE PLAN
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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:45 AMA1.03EROSION CONTROL PLANKEYNOTES#DESCRIPTION1/8" = 1'-0"1EROSION CONTROL 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-7316.75' - FF17.43' - FF12.75' - FF12.50' - FF12.09' - TOA1/4" / 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"030033018130187ABVABVABV1/4" / 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-5WA-2WA-3WA-2WA-3WA-2WA-2WA-1WA-1WA-4WA-2WA-2WA-8WA-7WA-7WA-7WA-6WA-61132' - 5 1/2"8 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"2074D-7107107SEE A1.00 FOR ADDITIONAL SITE INFOSEE A1.00 FOR ADDITIONAL SITE INFO15.58' - FF16.75' - FF5' - 5 1/8"9D-2-3"2405' - 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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:52 AMA2.00PROPOSED FIRST FLOOR PLANSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK023 LANDSCAPE/PLANTING/VEGITATION PERLANDSCAPE PLAN030 EXISTING ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 EXISTING GAS METER LOCATION TOREMAIN, PROTECT IN PLACE048 (N) EXTERIOR FIREPLACE107 COLUMN / BEAM PER STRUCTURAL113 ROOF/SUBFLOOR DECKDRAINS/DOWNSPOUT - PROVIDE TWOINDEPENDENT LINES THROUGH THEWALL BELOW. OVERFLOW TO BE PIPEDSEPARATELY PER R903.4.1. CONNECT MAINTO SUBSURCAFE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION.119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - 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 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"207 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 PLAN
DNWDDNA3.002A3.011A3.012A3.001AA4.00EA4.02CA4.015' - 0"6' - 4"1' - 5 3/4"67' - 2 1/4"LIVING ROOMMASTERBEDROOMMASTER BATHDECK8' - 11 7/8"CLOSET14' - 7 1/4"6' - 8"6' - 7 1/4"4' - 0 3/4"8' - 11 7/8"9 3/8"2' - 0"68' - 7 1/8"MIN RYSB10' - 0"ELEVATOREQUIP.25.2' FS.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"12' - 10 1/2"9 3/8"9' - 2 5/8"4 3/4"5' - 3 3/4"BATH 2BATH 31' - 6"4' - 6"OFFICEGYM1' - 6"3' - 4"1' - 2"9' - 7 1/4"4' - 6"11' - 7 1/4"5' - 0"13' - 0"1' - 6"STEAM/SHOWER15' - 8 1/4"4 3/4"18' - 1 1/2"4 3/4"14' - 7 1/4"4 3/4"14' - 11 1/8"6 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"39' - 3"29' - 4 1/8"6 3/4"14' - 11 1/8"4 3/4"5' - 3"4 3/4"3' - 0"9 1/4"2' - 2 3/4"41' - 9 3/4"iGiXiJiKiMiNiPiQiLiRiSiTiUiWiVDA4.01GA4.03ELEV8910212731121314151617181922ABV ABV ABV ABV ABV ABV ABV ABVABV2524233230292826ABVABVABVABVABVR @0' -6 11/16"20BLW11BLW3' - 7 1/2"3' - 7 1/2"HALLHALL1131132' - 2"EQEQ30" MIN2' - 6"4 3/4"4' - 10"2' - 5 5/8"20R @0' -6"61' - 4"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"WA-2WA-1WA-2WA-2WA-1WA-1WA-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"0012' - 0"3' - 0"002MIN SYSB4' - 0"MIN SYSB4' - 0"0010020020010010010027' - 8"34' - 0"42' - 1 1/4"1025D-24D-411914614314528.75' - FF28.75' - FF28.75' - FF28.75' - FF28.75'25.75' - FF28.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF25.75' - FF2D-72162161131131521/4" / 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' - FF050050050050050120240EXISTING 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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:55 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 PER R903.4.1. CONNECT MAINTO SUBSURCAFE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION.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 - 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 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)210 CASEWORK BY OWNER216 HANDRAIL @36" A.F.F.240 ELEVATOR BY ELEVATOR BOUTIQUE - E2ELEVATOR - CUSTOM MODEL NUMBERCA-11796
A3.011A3.012A3.001AA4.00EA4.02CA4.01FA4.02DA4.01GA4.033" / 1'-0"3" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"3" / 1'-0"MTL-1RF-1RF-1RF-1RF-1MTL-1MTL-1VALLEYVALLEYVALLEYVALLEYS3S21/4" / 1'-0"RF-11/4" / 1'-0"1 1/8" / 1'-0"11915915910410410410410410410445.28' - T.O.R.42.55' - T.O.R.RF-1S140.20' - T.O.R.1/4" / 1'-0"1' - 9 3/4"3' - 6"2' - 4 3/4"6' - 0"1' - 9 3/4"5' - 0 1/4"1' - 9 3/4"15815811310716016016016015510711311245.28' - T.O.R.42.55' - T.O.R.40.20' - T.O.R.36.68' - T.O.R.38.54' - T.O.R.38.54' - T.O.R.11947.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY47.00' - T.O. CHIMNEY4A1.06PROJECT 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 9-30-21COMMENT X / XX / XX4/12/2021 10:26:58 AMA2.02ROOF PLANKEYNOTES#DESCRIPTION104 EDGE OF STRUCTURE(ABV./BLW./BYND./AS OCCURS)119 DAVINCI GAS FIREPLACE PER BUILDINGSPECIFICATIONS - OMNI TESTLABORATORIES INC.(ACCREDITED BYANSI) REPORT # 0028GF103S158 ATTIC SPACE PROVIDED FORMECHANICAL EQUIPMENT160 10" AURA ROOF VENT1. 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 THEBUILDING 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 ASEEMBLY. 3. WHERE WOOD SHINGLES OF 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 RVALUE 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 AIRIMPERMEABLE 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 AIR0IMPERMEABLE 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 SYMBOL
WDGARAGE 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"5' - 4 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"6' - 2 1/2"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"4A1.066"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"12' - 8 3/8"6' - 3 7/8"14' - 5"27' - 2 7/8"10' - 7 3/8"16' - 0 3/4"2' - 6"22' - 7"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 FT4A1.06AREA 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: 4,250.06---------------------------------------------------------GARAGE AREA:14'-9" x 3'-1" 14.772 34'-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: 149.64PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:05 AMA2.03AREA PLANSKEYNOTES#DESCRIPTION1/4" = 1'-0"1PROPOSED FIRST FLOOR AREA PLAN1/4" = 1'-0"2PROPOSED SECOND FLOOR AREA PLAN
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 - 40.75' FFMAX ROOF HEIGHT LOW - 40.75' FFMAX ROOF HEIGHT - 45.25' FFMAX ROOF HEIGHT - 45.25' FFDA4.0111101213141516171819CD8PL-1WD-3WD-34' - 9"10' - 3"1' - 2"11' - 10"WD-3GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1GL-1WD-3WD-3WD-34' - 6"28' - 0"MIN SYSB4' - 0"MIN SYSB4' - 0"ST-1ST-1ST-15' - 8"2' - 4"1' - 2"6' - 6"2' - 6"9' - 0"001002002001MTL-2MTL-2MTL-2WD-130" MAX1' - 9 3/4"MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FFMIN2' - 0"152WD-3MIN2' - 0"30" MAX2' - 6"114WD-1MTL-2GARAGE 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 - 40.75' FFMAX ROOF HEIGHT - 45.25' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.03MAX HEIGHT FOR FLAT ROOFS24' - 0"MAX HEIGHT FOR PITCHED ROOFS29' - 0"WD-210' - 0"16' - 6"1' - 2"10' - 10"1' - 2"MTL-23' - 4"1' - 0"10' - 0"ST-1GL-1GL-1GL-1GL-1GL-1PL-15' - 0"10' - 0"1' - 2"11' - 10"ST-1PL-1WD-3ST-1MTL-231732A190020030010046' - 0"00128' - 0"9' - 0"2' - 10"29' - 8"7' - 6"7' - 10"MIN2' - 0"3" / 1'-0"3" / 1'-0"3" / 1'-0"1/4" / 1'-0"MINIMUM REAR YARD SETBACK10' - 0"003113113MAIN LEVEL - 17.58' FF1551021161591131134A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:09 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 PER R903.4.1. CONNECT MAINTO SUBSURCAFE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION.114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%116 SCUPPER DRAIN, REFER TO DETAILS FORMORE INFORMATION152 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C159 ZURN 100C FROET DUAL OUTLET ROOFDRAIN1/4" = 1'-0"1PROPOSED SOUTH ELEVATION1/4" = 1'-0"2PROPOSED EAST ELEVATION
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 - 45.25' FFMAX ROOF HEIGHT - 45.25' FFDA4.01EGLK232425282930MIN SYSB4' - 0"MIN SYSB4' - 0"10' - 10"1' - 2"16' - 6"28' - 6"10' - 0 1/4"11 3/4"3' - 4"10' - 0"1' - 0"3' - 0"002001002001GL-1GL-1WD-2GL-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-213D-311D-34D-430" MAX2' - 3 3/4"30" MAX1' - 7 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 - 40.75' FFMAX ROOF HEIGHT - 45.25' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.0303303015' - 0"1' - 2"11' - 10"16' - 6"1' - 2"10' - 10"9' - 0"2' - 10"2' - 6"2' - 4"1' - 2"9' - 0"28' - 0"28' - 6"1' - 2"222123456ST-1PL-1ST-1ST-1GL-1GL-1GL-1GL-1GL-1002003001001MINIMUM REAR YARD SETBACK10' - 0"8' - 0"0030045' - 8"GL-1GL-1S3S2S11/4" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"MTL-2WD-2PL-1113MAIN LEVEL - 17.58' FFMAX HEIGHT FOR FLAT ROOFS24' - 0"MAX HEIGHT FOR PITCHED ROOFS29' - 0"15520GL-1116102113152152MIN2' - 0"1591142D-34A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:16 AMA3.01EXTERIOR ELEVATIONSKEYNOTES#DESCRIPTION001 PROPERTY LINE002 REQUIRED BUILDING SETBACK003 MAXIMUM ALLOWABLE BUILDING HEIGHTFROM ESTABLISHED GRADE PLANE004 ESTABLISHED GRADE PLANE030 EXISTING ELECTRICAL SERVICEEQUIPMENT/PANEL, PROTECT IN PLACE033 EXISTING GAS METER LOCATION TOREMAIN, 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 PER R903.4.1. CONNECT MAINTO SUBSURCAFE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION.114 RIDGE/HIP/VALLEY AS OCCURS - SLOPE TODRAIN - MIN 2%116 SCUPPER DRAIN, REFER TO DETAILS FORMORE INFORMATION152 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C159 ZURN 100C FROET DUAL OUTLET ROOFDRAIN1/4" = 1'-0"1PROPOSED NORTH ELEVATION1/4" = 1'-0"2PROPOSED WEST 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' FFEA4.0210' - 0"1' - 2"3' - 0"11 3/4"10' - 0 1/4"11' - 2"MAX ROOF HEIGHT LOW - 40.75' FFMAX ROOF HEIGHT - 45.25' FFFA4.02GUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FFGA4.0310' - 10"COVERED PATIO DINING KITCHENBEDROOM 1 3-CAR GARAGEBEDROOM 3GYMMASTER BATHMASTERBEDROOMDECK002001ST-1WD-20030040030015' - 0"10' - 0"1' - 2"11' - 10"28' - 0"9' - 0"2' - 10"9' - 0"11' - 10"136130130GL-16GL-15GL-14322122GL-1GL-136DK2416' - 6"1' - 2"10' - 10"28' - 6"1' - 2"ST-2GL-1GL-11/4" / 1'-0"3" / 1'-0"3" / 1'-0"1/4" / 1'-0"108048D-312D-44D-313D-21D-42108D-32D-3111071/4" / 1'-0"MAIN LEVEL - 17.58' FF10' - 0"10"RF-1MTL-220GL-13' - 0"2' - 0"2' - 8"2' - 4"207MTL-1MTL-11561572' - 6"1021591073"2' - 4"207116ST-1TOW1 - 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-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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:19 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 STRUCUTRAL116 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 ROOFDRAIN207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)1/4" = 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 - 40.75' FFMAX ROOF HEIGHT - 45.25' FFFA4.02GA4.03BEDROOM 2ELEV3-CAR GARAGEENTRYLIVING ROOMOFFICELAUNDRY130130119119108105112108004D-44D-313D-21D-311D-427' - 6"MAIN LEVEL - 17.58' FF4' - 0"6"10' - 10"153LIVING ROOM1/4" / 1'-0"1A931327CGL29346' - 7"3' - 6"130020011071071020191081083" / 1'-0"3" / 1'-0"102002003MAX HEIGHT FOR FLAT ROOFS24' - 0"MAX HEIGHT FOR PITCHED ROOFS29' - 0"D-25003GL-1GL-1GL-116' - 6"1' - 2"10' - 0"10"28' - 6"5' - 0"10' - 0"1' - 2"11' - 10"28' - 0"1/4" / 1'-0"CLR1' - 0"ELEVATOR CAB HEIGHT7' - 0"154MIN2' - 0"WD-2116GL-1159D-321078' - 0"A1.0634A1.06GARAGE 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 - 40.75' FFMAX ROOF HEIGHT - 45.25' FF14' - 4"FA4.02GA4.03GL-13-CAR GARAGEENTRYLIVING ROOMHALLBATH 2B1A7313228LGS3S2S13515CWD-2GL-1GL-1GL-19' - 0"7' - 3 3/4"3' - 6"7' - 2"0020030011301300011191191081081081051121023' - 6"108003004GL-1WD-3iKiLiG16' - 6"1' - 2"10' - 10"28' - 6"3' - 4"11 3/4"10' - 0 1/4"9' - 0"5' - 0"10' - 0"1' - 2"11' - 10"28' - 0"2' - 4"10' - 2"2' - 10"9' - 0"ST-1ST-1107107D-44D-313D-21D-3111/4" / 1'-0"D-421/4" / 1'-0"MAIN LEVEL - 17.58' FF153LIVING ROOM102MAX HEIGHT FOR FLAT ROOFS24' - 0"MAX HEIGHT FOR PITCHED ROOFS29' - 0"MIN2' - 0"GL-2159D-321071164A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:22 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 - 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 ROOFDRAIN1/4" = 1'-0"DSECTION - D1/4" = 1'-0"CSECTION - C
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' FFiLiRiCB8510"10' - 0"1' - 2"7' - 3"19' - 3"10"10' - 0"1' - 2"7' - 3"19' - 3"7' - 8"2' - 4"GL-1GL-1MTL-1WD-1108153102105iU002001002001MIN SYSB4' - 0"MIN SYSB4' - 0"30" MAX1' - 9"2' - 3"1' - 8"30" MAX2' - 4"KITCHENLIVING ROOMLIVING ROOMSTEAM/SHOWERMASTER BATH2071147' - 8"3' - 2"1' - 6"2' - 4"TOW1 - 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 - 45.25' FFMAX ROOF HEIGHT - 45.25' FFGUEST BEDROOM - 15.58' FFGUEST BEDROOM - 15.58' FF10' - 10"DA4.01MASTER BATHSAUNAOFFICEENTRYBEDROOM 11/4" / 1'-0"16' - 6"1' - 2"10' - 10"1' - 2"3' - 0"7' - 10"7' - 6"7' - 5 1/2"8GL-1GL-1ST-1MTL-2WD-122' - 2"1iF30020011' - 2"1' - 10"1' - 2"7' - 0"10"29' - 8"MIN SYSB4' - 0"MIN SYSB4' - 0"4' - 3 7/8"0020017' - 10"MTL-1MAIN LEVEL - 17.58' FFMAIN LEVEL - 17.58' FF8' - 0"9' - 0"4' - 2"9' - 0"930" MAX2' - 4"1' - 8"MIN2' - 0"GLiV2' - 3"30" MAX1' - 9"2072071521' - 2"207114WD-33' - 6"8' - 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:25 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 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"153 BUILT-UP FLOOR FRAMING OVEREXISTING SLAB207 AC / FAU / MECHANICAL EQUIPMENT (SEEMECH PLANS)1/4" = 1'-0"ESECTION - E1/4" = 1'-0"FSECTION - F
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 - 45.25' FFMAX ROOF HEIGHT - 45.25' FFGUEST BEDROOM - 15.58' FFDA4.01MAIN LEVEL - 17.58' FF3-CAR GARAGEHALLBEDROOM 2 BEDROOM 30020013334353637GL-1GL-1GL-1GL-1GL-1MTL-1113108130136BiJiQ8002002MIN SYSB4' - 0"MIN SYSB4' - 0"1131551059' - 6"10' - 0"1' - 2"11' - 10"9' - 0"2' - 10"MIN2' - 0"WD-1152147049WD-1WD-1WD-111430" MAX1' - 8 3/4"MIN2' - 0"30" MAX2' - 4 3/4"MTL-2WD-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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:26 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 PER R903.4.1. CONNECT MAINTO SUBSURCAFE DRAIN SYSTEM. PROVIDEABOVE GROUND EXIT FOR OVERFLOWLINE WITH FLUSH GRADE PER ARCHITECTSPECIFICATION.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 RAIN GUTTER DOWNSPOUT, SLOPE 1/4":12"155 ROOF PROJECTION INTO HEIGHT LIMITFOR ELEVATOR CAB CLEARANCE, REFERTO SECTION-C1/4" = 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 SEALVIEW [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.SOLID CONCRETE MASONRY COPING UNITCONCRETE MASONRY UNITACRYLIC PLASTER FINISH4"NATURAL GRADEWEEP SCREEDWATERPROOFINGSLOPEEXISTINGPLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:29 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 GRADE3/4" = 1'-0"11TYPICAL SITE GATE DETAIL3" = 1'-0"12SITE WALL
8 1/4"1 1 /2 "
5 3 /4"
3 /4 "
7 1 /4"1 1 /4 "3 3 /8 "1 3 /4 "2 1 /8 "1 1/4"4"3 3/4"1 1/8"5 1/4"3 2 .3 9 °9 1 /4"SHEET METAL CAP FLASHINGBUILDING PAPERWATERPROOFINGHEAVY GAUGE BREAK METALLED STRIP LIGHTINGRESYSTA 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 RAFTERSPER STRUCTURALINTERIOREXTERIORSHEET METAL CAP FLASHINGSTANDING SEAM ROOF ASSEMBLYBEND OR CUT-BACK RIB TOALIGN WITH ROOF EDGEALIGNMETAL 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 HATCHANNELS. FASTENERS PER MFR SPECs4 3/8"5"COUNTER-SUNK LAG BOLT 6 1/2"1 1/8"3"CUSTOM METAL GUTTER, PROVIDE SLOPED BLOCKING BELOWCONTINUOUS SEALANTFRAMING PER ARCHITECTURAL DESIGNBUILDING PAPERWATERPROOF MEMBRANE5"4 1/8"WOOD PER SPECIFICATIONS2 5/8"1 3/4"STEEL BEAM PER STRUCTURALPER PLANSWEEP 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 SEALEXTERIORINTERIORPLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:31 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"7GLASS GUARD RAIL AT DECK3" = 1'-0"8WOOD TOPRAIL6" = 1'-0"3SKYLIGHT3" = 1'-0"5DECK EDGE6" = 1'-0"9RAISED FLOOR SYSTEM
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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:33 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"11ROOF EAVE WITH MOMENT FRAME3" = 1'-0"12DOOR HEAD/SILL FLOOR CONNECTION3" = 1'-0"13WINDOW 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)INTERIOREXTERIORSCREENTWO 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 LATHSCREENEXTERIORINTERIORINSULATED GLASSSCREENSLIDING 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 GLASSSCREENSLIDING 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 SLABDENS FIREGUARD SHEATHINGSHIM 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"EXTERIORINTERIORINSULATED GLASSSLIDING DOOR ASSEMBLY (PER SPECIFICATIONS)STAINLESS STEEL SILL PANSHIM AS REQUIREDFLEXIBLE 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 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:35 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 CONNECTION6" = 1'-0"6DOOR SILL AT ENTRY
(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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:37 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:38 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"BEAM 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 4D-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"STEEL STINGER PER STRUCTURAL FINISHED TO MATCH DOOR AND WINDOW FRAMES2'-10"SOLID WHITE OAKWOOD DOWEL HANDRIAILCONCEALED CR LAWRENCE 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:39 AMD-7STAIR DETAILS3" = 1'-0"1STAIR BASE SECTION3" = 1'-0"2STAIR TOP SECTION3/4" = 1'-0"3FIRST LEVEL - ENLARGED STAIR3" = 1'-0"4STAIR SECTION
W/D3.4W 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 AREAWATER 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 BUILDINGAGAVE 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:42 AML-1LANDSCAPE PLANTOTAL LANDSCAPE AREA: 1,421 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 PLAN
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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:43 AMM-0.0MECHANICAL GENERAL NOTES
WDZONE 1AZONE 1BZONE 1C372.83 SF826.03 SF227.75 SF(H)[W](H)[W](H)[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-1.0FAU4A1.061. 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 304.1SECTION 307 CMC ATTIC ACCESS AND ELBOW RAISED FLOOR ACCESS OPINING 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. GAS VENTS AND NON COMBUSTIBLE PIPING IN WALLS PASSING THROUGH A3FLOORS 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 FRO 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 FANEXHAUST 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] -CEILINGACCESS DOORCONCEALED 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 PLENUMFALSE MDF CABINET DOORWOOD VENEERMDF BACKPANNEL WITH WOOD VENEERMECHANICAL DUCT PER PLANEXTERIOR 2X6 WALLCLERESTORY WINDOW ABOVE CASEWORKUPPER CABINETSFOR DUCTWORKMIN 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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:52 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 SECTION
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-1.0FAUFAUFAUFAUFAUT.O.C.TOP OF BUILT IN CASEWORK4A1.061. 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 304.1SECTION 307 CMC ATTIC ACCESS AND ELBOW RAISED FLOOR ACCESS OPINING 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. GAS VENTS AND NON COMBUSTIBLE PIPING IN WALLS PASSING THROUGH A3FLOORS 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 FRO 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 FANEXHAUST 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] -CEILINGACCESS DOORCONCEALED CEILING MOUNTED FAU PER SPECIFICATIONSCONCEALED FLOOR MOUNTED FAU PER SPECIFICATIONSMECHANICAL NOTESPLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:27:57 AMM-1.1MECHANICAL LEVEL 21/4" = 1'-0"1UPPER FLOOR MECHANICAL DIAGRAMKEYNOTES#DESCRIPTION
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 DECKCOVEREDENTRYPT-110' - 0"GFIOPEN TO ABV.GPT-112D-3SHSHSHSHLSLSLSLSLSLSLSLS10' - 10"7' - 10"LIVING ROOM8' - 0"LS12D-3SIM.12D-3SIM.5D-4SCMHBHBCCCCSIM.GFI1191331331334014010484011131131131134142074A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:01 AMRCP.1RCP - LEVEL 1RCP GENERAL NOTES:RCP LEGEND:1/4" = 1'-0"1MAIN FLOOR RCP
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 LIGHTS 0NEW LIGHTS184REMOVED LIGHTS0TOTAL PROPOSED 184NOTE: -NEW CAN LIGHTS ON LEVEL 2 TO BE SQUARE AND FLUSH-MOUNTED PER LEGENDWHOLE HOUSE LIGHTING COUNTLSLSLS LSLS7' - 2"7' - 2"LSELEVLSLSLSLSLSLSOFFICEELEVATOREQUIP.LAUNDRYLIVING ROOMMASTERBEDROOMMASTER BATHSTEAM/SHOWERSAUNACLOSETGYMBEDROOM 3BEDROOM 2BATH 2BATH 310' - 2"LSLSLSKPKPKPKPLSKPKPKPJJJJKPCOOLEDGE FLUSH MOUNT LIGHTKP413KPKPKPKPKPKPKPKPKPLSGFIGFIGFIGFIGFIGFIGFIGGFI93334S1363735S2S314' - 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' - 0"7' - 0"7' - 0"12' - 4"12' - 4"10' - 1"ABV ABV ABV ABV 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-413D-35D-413D-32D-35D-42D-32D-32D-35D-42D-3SCM SCMSCMCCCC9' - 0"8' - 0"PT-14014011194011331335135135135132D-3WD-15' - 6"4' - 0"SHSH2072072074A1.06PLOTDATE: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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:05 AMRCP.2RCP - LEVEL 2RCP GENERAL NOTES:RCP LEGEND:1/4" = 1'-0"1UPPER FLOOR RCP
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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:06 AMSCH-1DOOR SCHEDULEDOOR SCHEDULEMark Width Height Type Manufacturer Model Frame Material U-VALUE/SHGC Finish Hardware CommentsA 5' - 0" 7' - 6" 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" 6' - 0" M TBD TBD WD-3 N/A WD-3 TBD WOOD GATE TO MATCH GARAGE DOORSJ 2' - 10" 5' - 8" M TBD 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, TEMPERED1/4" = 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 1/2 MIN 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 1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iE 2'-8" 8'-0" HINGED DOOR 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iN 3'-0" 8'-0" POCKET DOOR 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN 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 1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iT 2'-6" 7'-0" HINGED DOOR 1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iU 2'-6" 7'-0" HINGED DOOR 1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNA PULL/NONE (none)iV 6'-0" 8'-0" DOUBLE POCKET DOOR 1/2 MIN FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty HingePULL/PRIVACY 2iW 3'-0" 8'-0" POCKET DOOR 1/2 MIN 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 1/2 MIN FLUSH FACE SOLID WD-1 WD-1 EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge PULL/PASSAGE 2GLASS SPECIFICATION SCHEDULEGL-1FLEETWOOD DOORS AND WINDOWSSTARFIRE OR APPROVED EQUALTAGTOTAL THICKNESSINSTALLED IN PRODUCT COMMENTS1/2" SOLID LAMINATED SAFETY GLASSGL-21/2"COMPOSITION-1"1/4" CLEAR TEMPERED | 1/2" AIR GAP | 1/4" CLEAR TEMPERED CARDINAL, INSULATED LOW E, CARDINAL 366
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 9-30-21COMMENT X / XX / XX4/12/2021 10:28:08 AMSCH-2WINDOW SCHEDULEWINDOW SCHEDULEMark Width Height Manufacturer Model TYPE GLASS U-VALUE / SHGC Comments1 3' - 4 1/2" 7' - 6" 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 / 0.194 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 TEMPERED8 1' - 6" 21' - 4" FLEETWOOD DOORS AND WINDOWS 4800-T A GL-1 0.30 / 0.24 TEMPERED9 8' - 6 1/4" 4' - 4" FLEETWOOD DOORS AND WINDOWS 3800-T GGL-1 0.31 / 0.24 CLERESTORY WINDOW, IRREGULAR SHAPE10 4' - 0" 2' - 6" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.60 / 0.70 BELOW WINDOW #1111 4' - 0" 6' - 6" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.47 / 0.19 EGRESS12 4' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW13 4' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-T A GL-1 0.34 / 0.24 CLERESTORY WINDOW14 4' - 0" 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 WINDOW20 4' - 0" 2' - 6" FLEETWOOD DOORS AND WINDOWS 250-T C GL-1 0.60 / 0.70 BELOW WINDOW #2121 4' - 0" 6' - 6" FLEETWOOD DOORS AND WINDOWS 250-T C 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 WINDOWSKYLIGHT SCHEDULEMark Width Height Manufacturer Model Operation U-VALUE / SHGC CommentsS1 5' - 0" 2' - 11" TBD TBD FIXED 0.30 / O.23S2 5' - 0" 2' - 11" TBD TBD FIXED 0.30 / O.23S3 5' - 0" 2' - 11" TBD TBD FIXED 0.30 / O.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"1/4" CLEAR TEMPERED | 1/2" AIR GAP | 1/4" CLEAR TEMPERED CARDINAL, INSULATED LOW E, CARDINAL 366
GENERAL REQUIREMENTSGENERAL REQUIREMENTSWork performed shall comply with the following:1.2.3.4.6.7.8.9.10.11.12.13.14.5.1.DESIGN CRITERIASOILSSOILS REPORT NO. JC282.1, DATE: 12/22/2020, Soil Bearing Pressure: 1750 PSF3.LATERAL LOADS:2.Total = 48 psfLive Load = 20 psfDead Load = 20 psfRoof LoadDESIGN LOADS:TYPICAL FLOOR SHEATHINGB.N.:10d common nails at 6" o.c.E.N.:10d common nails at 6" o.c.F.N.:10d common nails at 12" o.c.TYPICAL ROOF SHEATHINGB.N.:8d common nail at 6" o.c.E.N.:8d common nail at 6" o.c.F.N.:8d common nail at 12" o.c.LUMBER GRADES ( U.N.O. )6x & 8x posts / beams / headers: DFL #14x posts / beams / headers: DFL #22x joists / rafters: DFL #2Studs: D.F.L. Stud Grade (up to 9'-0"), DFL #2 (taller than 9'-0")Top plates & Mud sills: DFL construction grade or better4.5.6.See structural wood note #11 for additional mud sill requirementsThese General Requirements unless otherwise noted on plans or specifications.All applicable local, State and Federal Codes, Ordinances, Laws, regulations and ProtectiveCovenants governing the site of work.Standard Specifications of ASTM as noted herein and as required by the Building Code.All work needs to be performed by qualified and experienced contractors familiar with this type ofproject.On site verification of all dimensions and conditions shall be the responsibility of the contractorand sub-contractors. Noted dimensions take precedence over scale of drawings.Engineer or architect of record is to be notified immediately by the contractor should any questionarise or any discrepancy be found pertaining to the working drawings and/or specifications.No deviations from these requirements and structural details shall be made without the writtenapproval of E.O.R.. Approval by the inspector does not constitute authority to deviate from plansor specifications.The design, adequacy, and safety of erection bracing, shoring, temporary supports, etc., is the soleresponsibility of the contractor, and has not been considered by the architect or engineer. Thecontractor is responsible for the stability of the structure prior to the application of all shear walls,roof and floor diaphragms, and finish materials. The contractor shall provide the necessary bracingto provide stability prior to the application of the aforementioned materials. Observation visits tothe site by the architect or structural engineer shall not imply the assumption of any responsibilityin this regard.The builder has requested, contracted with and is compensating E.O.R. for the limited services ofproviding the minimum structural engineering drawings required, when combined with the otherbuilders' consultants drawings, to obtain a building permit for this project. These drawings are notintended to, nor do they detail all conditions, identify all materials, or define or limit the scope ofwork required to complete the project. The builder has requested, accepted, and represented thatthe he will select all materials and manufacturers, qualify and select all installers, direct all ways andmeans of construction, and provide all subcontractors additional information, above and beyondthese drawings, required to complete the project in conformance with all governing agencies andthe work will meet or exceed accepted industry standards.Special inspection per Building Code Sec.1704 is required & applies to the types of work indicatedon sheet S-0.11 (Note: Special inspectors qualification and responsibilities should comply withBuilding Code Section 1701 Requirements.)Structural analysis for this project is done per applicable Building Code at the time of designconsidering standard of care.Upon completion of above by the engineer & prior to start of construction, contractor is responsibleto check all dimensions, coordinate with the work of other consultants & other trades to ensurecompliance with his/her requirements.Foundation engineering has been predicated on data and recommendations contained in the soilsreport by:This report is considered part of the calculations and construction documents and is to be adheredto in all of its recommendations and requirements. Verify minimum foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if they areany more restrictive, then they shall supersede the E.O.R. mins.Use ring or screw shank nails and glue sheathing to framing using adhesives meeting APAspecification AFG-01 or ASTM D3498. Apply glue in accordance with manufacturer'srecommendations.As an alternate to 10d common nails, the following fastners can be used: Grabber plywood screws(ICC-ER-1271), or Simpson Strong-Tie quick drive screws (ICC-ER-1472), min 2" long @ 6" o.c. B.S.,@ 6" o.c. E.S. and 12" o.c. F.S.*Note: All structural rated panels must be stamped by one of the following approved agencies,APA, PFS/TECO or Pittsburg.15/32" APA rated sheathing Exp 1 with a min. panel index of 32/16.Refer to NER 108 for installation and conditions of use.23/32" APA rated Sturd-I-Floor T&G Exp I with min. span rating of 24"o.c. Refer to NER 108 for installation and conditions of useBuilding Code - CBC 2019In case of conflict, the more stringent requirement shall govern.15.E.O.R. shall have no liability for waterproofing or moisture transmission issues, whether related toconcrete slabs, footings, foundations, or otherwise. The General Contractor/ Owner shall beresponsible for the proper installation of the waterproofing and moisture protection specified by other.C95 MPHWind Speed:Wind Exposure:Site Class =Risk Category:IID1.3770.4880.9180.59Seismic Design Category:DSeismic Importance Factor (I) =0.09896.5Total Design Base Shear:Basic Seismic Force Resisting System:Analysis Procedure: Equivalent lateral force procedure0.0989W0.0989WPlywood Shear Walls0.09896.5S1 :SD1 :SDS :SS :RY :0.7xCSY :RX :0.7xCSX :; VX =VY =7. The following beams/headers/rims can be from any manufacturer with current approved icc es -evaluation report with the following mechanical properties: For"LVL" beam/headers: 3 1/2" & wider: Fb = 3100 psi (MIN), Fv = 285 psi (MIN), E = 2.0 x 106 psi (MIN). 1 3/4" & 2 5/8" wide: Fb = 2800 psi (MIN), Fv = 285 psi (MIN), E = 2.0 x 106 psi (MIN). For manufactured rim board with min 1 1/4" thick, continuously supported by wall, and matchesjoist depth: Fc I (Perpendicular)........ = 680 psi (MIN) Fc // (Parallel)..................... = 1400 psi (MIN) Ft = 1075 psi (MIN), E = 1.3 x 106 psi (MIN) GLB / X-BEAM Gluelam Beams shall be 24F-V4, DF/DF, U.N.O. on plans. Fb = 2400 psi @ BOTTOM, Fb = 1850 psi @ TOP Fv = 265 psi (MIN), E = 1.8 x 106 psi (MIN).Total = 62 psfLive Load = 40 psfDead Load = 22 psfFloor Load1.0Total = 82 psfLive Load = 60 psfDead Load = 22 psfDeck Load(Including Solar panel & Rack System 8spf)SHEET INDEX- Framing Plan- Foundation Plan- General Details & Notes.- General Notes & Requirements.S-1.0S-2.0S-0.10S-0.20SD1.0SD2.0- Structural Foundation Details- Structural Details.- Special Inspections.S-0.11SD3.0- Structural Details.HFX1- Hardy Frame Foundation Details.- Hardy Frame Structural Details.HFX2SD1.1- Structural Foundation DetailsSD4.0- Structural Details.STRUCTURAL STEEL1.GENERALMATERIALS2.3.5.Steel pipe shall conform to ASTM A53, Grade B (Fy=35 ksi).Rectangular and square HSS tubing shall conform to ASTM A500, Grade B (Fy=46 ksi).GENERAL REQUIREMENTS7.10.8.All structural steel materials and construction shall conform to the requirements specified inBuilding Code, Chapter 22 & Reference.Steel shall be primed with a rust resistance primer & should conform to ASTM A36 (fy=36 ksi) asa minimum, unless otherwise noted. All W shapes to be ASTM A992. (fy=50 ksi)All structural welding procedures and materials shall conform to Building Code, Section 2204.1.All welding shall be by the shield metal arc welding process or the submerged arc welding processusing E7OXX-low hydrogen electrodes, unless otherwise noted.All bolts for connections of steel members shall conform to Building Code, Section 2204.2 &ASTM A325N, unless otherwise noted. Holes for bolts should be drilled or punched & shall be1/16" larger than bolt diameter.All shop welding and fabrication must be done in a shop approved by a special inspection agencywhich is approved by the Building Official. All field welding must be performed by a certifiedwelder and a special inspector shall continuously inspect all structural field welding. Both shall beapproved by the Building Official.4.Round HSS tubing shall conform to ASTM A500 Grade B ( Fy=42 ksi )9.Prefabricated steel moment frames per manufacturer. Steel moment frame manufacturer shallsubmit shop drawing, design calculations, and approved moment frame test report (ICC, IAMPO,or test per Appendix S of AISC SEISMIC PROVISION) to E.O.R. for review.6.HP sections shall conform to ASTM A572, Grade 50 (Fy=50 ksi).STRUCTURAL WOOD17.18.All ledgers shall be spliced with ST22 strap, unless noted otherwise.19.26.27.28.29.30.32.33.34.a. Identity of the company manufacturing the truss.b. The design load.c. The spacing of the trusses.35.Truss manufacturer is responsible for: a. providing additional shear and drag trusses as shown on the framing plans.31.c. meet the profile as indicated in the architectural and structural drawings. 24.25.MINIMUM QUALITY1.2.3.4.5.6.FRAMING9.10.12.13.14.15.16.8.Do not bend the Simpson PA straps.7.11.20.21.22.23.8d COMMON8d SINKERTсϬ͘ϭϭϯͲ>сϮϯͬϴΗTсϬ͘ϭϰϴͲ>сϯΗ10d COMMONTсϬ͘ϭϰϴͲ>сϯϭͬϰΗ16d SINKERTсϬ͘ϭϲϮͲ>сϯϭͬϮΗ16d COMMONTсϬ͘ϭϮͲ>сϮϳͬϴΗ10d SINKERACTUAL NAIL SIZE ILLUSTRATIONAll structural wood shall be of Douglas Fir Larch species, (19% maximum moisture content at thetime of construction U.N.O.).All machine bolts shall conform to ASTM A307. Holes for bolts should be drilled 1/16" larger thanbolt diameter.For non-shear wall applications, round washers shall be used on all bolts and should conform withE^/ͬ^D ϭϴ͘ϮϮ͘ϭ͘hƐĞŵŝŶ͘ϭϯͬϴΗTdžϳͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϭͬϮΗTďŽůƚ͕ϭϯͬϰΗTdžϵͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϱͬϴΗTďŽůƚĂŶĚϮϭͬϮΗTdžϭϭͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϭΗTďŽůƚ͘h͘E͘K͘All nails shall be sinker nails and staggered U.N.O., except as shown in Nailing Schedule.Adhesive used to attach floor sheathing to framing elements shall conform with APA specificationAFG-01.Manufactured hardware specified on the drawings are to be Simpson Strong Tie (Unlessspecifically authorized in writing by E.O.R.. Follow all manufacturer's requirements &recommendations for installation & handling of the product.Fasteners specified on the drawings may be colored using manufacturer's brands that utilize thecolor coded system. Follow all code and manufacturer's requirements/recommendations forinstallation & handling of the products.TсϬ͘ϭϯϭͲ>сϮϭͬϮΗAll framing, bracing, nailing, notching, drilling or boring shall be in accordance with Building Codeunless more stringent requirements are specified or required by the local Jurisdiction.Fabrication and handling of Glue-lam beams shall be per ANSI/AITC A 190.1 . Standard beams tobear legible APA-ENS or AITC grade stamp. An APA- EWS CRAN AITC Certificate of conformancefor glued-laminated members should be submitted to the field inspector prior to installation andGlue-lam members shall be 24F-V4, DF/DF with standard camber on roof beams except cantileverend (U.N.O.). All cantilever ends and floor beams shall have zero camber u.n.o. All beams shall befabricated using waterproof glue.Fasteners in contact with preservative treated lumber and fire retardant treated wood shall be ofhot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper.Exception: Plain carbon steel fasteners in sbx/dot and zinc borate preservative-treated wood in aninterior, dry environment shall be permitted.Stud walls perpendicular to a concrete or masonry wall shall be bolted to the concrete or masonrywall with 5/8" diameter x 8" A307 bolts at top, mid-height and bottom.Structural information shown on framing plans is for the main structural elements. Non-structuralelements shall be constructed per approved code requirements.Conventional light framed construction requirements of chapter 23 should be followed as required.Weight of the roof tile is considered to be 10 psf max. (total roof dead load of 19 psf). If roofingmaterial exceeds this load, the framing contractor should notify E.O.R. in writing prior toconstruction.Top plates of all wood stud walls to consist of (2) 2x's the same width as the studs U.N.O. Top platesshall lap a min. of 48" and be spliced with not less than 6-16d nails spaced not more than 12" o.c.All shear panels shall have continuous sheathing material from one end to the other and fromplate to plate as specified on the drawings. Contractor shall coordinate framing such thatcontinuity of shear panels is assured.All shear transfer nailing shall be per drawings, and contractor shall provide proper notificationfor inspections to review the same.Provide post/multiple studs at lower floor under post/multiple studs above. Each post/stud shallbe fastened by Gypsum Wall Board w/ 5d cooler nails @ 7" o.c. U.N.O. on plan. Provide full widthand depth compression block between floors at such locations.All joist hangers shall be Simpson U hanger, all beam hangers shall be Simpson HU hangers U.N.O.on plan or detail. Follow manufacturer's recommendations for installation.If a double sill plate is used at light-weight concrete flooring, then the framing contractor shallapply sill plate nailing to both sill plates, at 16" o.c. max. or as specified per schedule.Headers: Use 4X4 for openings less than 16" at bearing walls without point loads. For non-bearingwalls use 2x4 for openings up to 3'-0" max. Use (2)2x4 for openings up to 6'-0" max. Use 4x6 foropenings up to 12'-0" max. U.N.O. (2-2x on edge can be substituted for 4x members).Approved end-jointed lumber may be used interchangeably with solid sawn members of the samespecies and grade for buildings up to 2-story. When finger jointed lumber is marked "stud useonly" or "vert use only" such lumber shall be limited to use for studs only. All finger jointedlumber should bear a certified finger jointed lumber grade stamp.Wood truss manufacturer shall supply to the engineer and the building department calculationsand shop drawings for approval of design loads, configuration (2 or 3 point bearing), and sheartransfer, prior to fabrication. It shall be the responsibility of the manufacturer to obtain buildingdepartment approval of calculations and shop drawings prior to fabrication.Trusses shall be designed in accordance with the latest local Building Code for all loads imposed,including lateral loads and mechanical equipment loads.All connections involving trusses shall be ICC approved and of adequate strength to resist stressesdue to the loadings involved and shall be designed and specified by the truss manufacturer.Cross bridging and/or bracing shall be provided and detailed by the truss manufacturer asrequired to adequately brace all trusses.Truss manufacturer to provide details which allow for normal deflection without imposing lateralloads on their supports (i.e., scissors trusses).b. reviewing framing plans and details prior to fabrication of trusses and specifying hangers.d. design trusses for deflection compatibility of the system to avoid hump and sag in roof or ceiling.All trusses designed by truss manufacturer shall be designed to sustain all vertical, lateral andother pertinent loads, including bracing of top and bottom chords, in addition to any connectionsrelated to trusses. Contractor to coordinate with truss manufacturer.All truss lumber shall be Douglas Fir Larch (U.N.O.). Roof truss lumber shall be either Douglas FirLarch or Hem-Fir. (U.N.O.)Each truss shall be legibly branded, marked or otherwise have permanently affixed thereto thefollowing information located within two feet of the center of span on the face of the bottom chord:Total load and live load vertical deflections for roof member shall be limited to max. L/240, andL/360 U.N.O. Total load and live load vertical deflections for floor member shall be limited to max.L/360, and L/480 U.N.O.- No multiples of2x4"s areallowed tospan morethan 14'-0".Bearing wallsexceeding10'-0"** mustbe designedcase by case.Use this span table for stud spacing (U.N.O. on plans***):SIZE, HEIGHT AND SPACING OF WOOD STUDBEARING WALLSNON-BEARING/ NON-SHEARWALLSMAXIMUM SPACING WHEN SUPPORTINGSTUDSIZESSTUDHEIGHT5TH TOROOF4TH TO5TH FL3RD TO4TH FL2ND TO3RD FLSTUD HEIGHTMAXIMUMSPACING(inches)(inches)(inches)(inches)2X43X42X62-2X42-2X61010101010162424--------12*24*24--------NOT ALLOWED16*1616*24NOT ALLOWED1612*24NOT ALLOWED141420--------24--------2424(inches)(feet)1ST TO2ND FL*SHALL NOT BE USED IN EXTERIOR WALLS.**REFER TO PLANS FOR STUD HEIGHTS EXCEEDING THIS TABLE.***FOR MAXIMUM SPACING AT SHEAR WALLS SEE SHEAR WALL SCHEDULE TABLE. MOST RESTRICTIVE LIMIT SHALL GOVERN.(inches)NOT ALLOWEDNOT ALLOWED16*NOT ALLOWED24REINFORCED CONCRETE1.2.GENERALMATERIALS3.Concrete aggregates shall conform to Building Code Section 1903.CONCRETE MASONRY1.GENERALSTRENGTHSPECIAL INSPECTION8.9.STRENGTH7.10.11.Min. concrete cover for reinforcing:a- Concrete, placed against earth not formed - 3"b- Concrete formed or troweled - 2"c- Walls and curbs - 1 1/2"d- Slab on grade - at center9.Dowels shall be equal in size and spacing.4.6.All concrete masonry materials and construction shall be in accordance with Building Code,Chapter 21.The specified compressive strength of masonry, f'm, shall be 2000 psi, unless noted otherwise.Special inspection for concrete masonry construction shall be carried out in accordance withBuilding Code Section 1704 and requirements in Special Inspection tables on sheet S-0.11.Masonry compressive strength, f'm shall be verified by Unit strength method or Prism testmethod prior to and during construction as described in Building Code, Section 2105.All reinforced concrete materials and construction shall conform to Building Code, chapter 19.Cement shall conform to Section 1903 of Building Code and shall correspond to that on which theselection of concrete proportions were based.Portland cement shall be Type I or II conforming to ASTM C150. For concrete in contact with soilcontaining sulfate So4шϬ͘ϭйďLJǁĞŝŐŚƚƵƐĞdLJƉĞ//ĐĞŵĞŶƚ͕ĐŽŶƚĂŝŶŝŶŐƐƵůĨĂƚĞ^Ž4шϬ͘ϮйďLJǁĞŝŐŚƚuseType V cement. Weight percentage of So4 shall be per soils report. Refer to Section 1904 of theBuilding Code for special exposure conditions as required by soils engineer & see corrosionengineer's recommendations for concrete exposed to corrosive elements.Reinforcing steel shall conform to ASTM A615, Grade 60 for all sizes.The (28 days) concrete compressive strength, f'c, shall be min 4500 psi.Special inspection is required for concrete with f'c = 4500 psi.All reinforcing, dowels, holdowns, and other inserts shall be secured in position and approved bythe local building official prior to the pouring of any concrete.5.2.MATERIALS3.4.6.7.5.All materials making up finished concrete masonry construction shall conform to standardsrequired by Building Code Sec. 2103.Grade N concrete bricks are for use as architectural veneer and facing, limited to in exterior walls.Grade S concrete bricks are for general use where moderate strength and resistance to frostaction and moisture penetration is required.Concrete masonry units shall conform to ASTM C90 for load bearing concrete masonry units.Concrete brick shall conform to ASTM C55, Specifications for Concrete Building Brick.Grout shall comply with Article 2.2 & 2.6 of TMS 602-16/ACI 530.1-16/ASCE 6-16 and shall attain aminimum compression strength at 28 days of 2000 psi or the required compression, f'm, whicheveris greater. The compressive strength of grout shall be determined in accordance with ASTM C-1019.8.Portland cement type V, The Water-Cement (W/C) shall be 0.45.DEFERRED APPROVAL:2.3.1.Elements of structure that are marked "by others" shall be excluded from this scope of work.General contractor shall first submit separate drawings for the above elements to the EOR fortheir review and if approved, then submit to the building officials for their review and approval.City approval shall be obtained prior to installation of element subjected to deferred approval.14.Floor slab shall be poured level to 1/8" in 10'.15.16.17.18.20.19.21.23.22.1.2.4.3.MISCELLANEOUSPrior to the contractor requesting a Building Department foundationinspection, the soil engineer shall advise the building official in writing that:a. The building pad was prepared in accordance with the soil report.b. The utility trenches have been properly backfilled and compactedc. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report.All grade beams shall be poured monolithically for their entire length.a. Do not walk on slab until 24 hours after concrete has been poured.b. Begin wall framing 4-5 days after concrete poured.c. Begin roof/floor framing 7-10 days after concrete poured.d. Do not load roof prior to 14 days after concrete poured.SHEET ROCK ON FRAMING5.5/8" : 16 individual 4x10 sheets (8 pairs of sheets)1/2" : 20 individual 4x10 sheets (10 pairs of sheets)foundations, walls and slab have attained sufficient strength to support lateral soil pressure.Concrete placement shall be monolithic in one continuous operation uniformly placed and mustbe vibrated and well consolidated unless shown otherwise on plans. Dual pour is defined by ACI asto when 1st. & 2nd. pour can not be vibrated together.Requirements for pre-saturation of subgrade soils and daylight setback of exterior footings fromany descending slope shall comply with soil report recommendations.Finish grade around the perimeter of slab shall be constructed such that rain and irrigation wateris drained away from the slab.All site and pad preparation, such as but not limited to shading, compacting of the fill,pre-saturation, and concrete slab base preparation, shall be performed in accordance with the soilengineer's recommendation and soils report.Foundation drawings prepared by E.O.R. reflect the structural requirements. Refer toarchitectural plans for dimensions, depressions, slope, shelves, patios, stoops and porches notshown in foundation drawings. Accuracy of the dimensions and final fit of the building shall bereviewed by the architect and the contractor prior to construction.Waiting period for concrete slabs-on-grade prior to start of construction is as follows:No pipes or conduits shall extend under isolated column footing or under continuous wallfootings unless specifically detailed or approved by the architect, structural engineer and thebuilding official.The contractor shall arrange for observation of the work by the soils engineer. The following arerequirements of the soils engineer:a. All footing excavations shall be inspected and certified in compliance with the soils report bythe soil engineer prior to placing of concrete or steel.b. Soil conditions, including compacting and moisture content, shall be inspected and certified tobe in compliance with the soil report by the soils engineer prior to placing of concrete or steel.c. A certificate of compliance shall be submitted to the building official prior to his foundationinspection and to the architect and structural engineer.Grout under base plates shall be non-shrink type and shall have compressive strength equal toor greater than the concrete or masonry supporting it.All reinforcing to be accurately and securely located prior to pouring concrete or groutingmasonry.All horizontal reinforcement to have matching dowels at corners of walls. All verticalreinforcement to have matching dowels to footing, unless otherwise noted.Stacked sheet rock loading shall be limited to the following quantities in any one room:The shoring of the floor supporting stacked sheet rock is required if the number of sheet rockexceeds the quantities listed above.6.Automatic sprinkler system specification & details by others7.The contractor is responsible for taking measures to mitigate the effects of building shrinkage instructures consisting of 3 or more stories of wood framed construction. As an alternate, usekiln dried studs for top plates & sole plates of : The lower 3 levels of 5 story bldgs. The lower 2 levels of 4 story bldgs. The lower fiirst level of 3 story bldgs.FOUNDATION1.2.3.14.13.4.5.6.7.8.10.9.12.11.Admixtures in concrete mix. containing calcium chlorides shall not be used.1a. 1b. All continuous footings to have 5/8"dia. x min. 12" anchor bolts, min. 7" embedment into concretefooting at 72" o.c. unless noted otherwise on plans. One anchor bolt should be located max. 12"away and min. 9 1/2" from the end of the sill plates. min. (2) A.Bs. per sill plate/shear panel. Sillplate under shear walls of up to 4'-0" in length must be continuous. See note 2 for sill platefasteners at interior non-shear walls.Anchor bolts at shear walls shall be installed with plate washers of min. 3" sq. x 0.229" thickbetween sill plate and nut. Edge(s) of plate washers shall be 1/2" max. from inside face ofshear panel(s) per conditions shown below.The hole in the plate washer is permitted to be diagonally slotted with a width of up to 3/16inch larger than the bolt diameter and a slot length not to exeed 1 3/4 inches, provided astandard cut washer is placed between the plate washer and the nut.&ŽƌŝŶƚĞƌŝŽƌŶŽŶͲƐŚĞĂƌǁĂůůƐƵƐĞ^ŝŵƉƐŽŶWWt>ƐĞƌŝĞƐϬ͘ϭϱϳTƉŝŶƐǁŝƚŚĂƉĞŶĞƚƌĂƚŝŽŶŽĨϯͬϰΗinto slab at 16" O.C. to be installed in accordance with ICC ESR-2138. Actual slab thickness to beminimum 4". All interior shear walls to have A.Bs. per foundation plan.All holdowns and post anchors to be installed according to most current Simpson Strong Tiespecifications and requirements of ICC-ER reports & shall be tied in place prior to foundationinspection. Dimensions are not furnished to Simpson holdowns. It is the responsibility of thecontractor's superintendent, the framing contractor and the concrete contractor to locate theseanchors in the exact location. Refer to details for proper installation.Min. concrete width to be 8" for receiving PA, HPA & STHD's. Verify locations of holdowns andanchor bolts with rough framing to assure accurate installation.Provide #3 X 24" dowel at 24" o.c. and 12" from the corner at all concrete stoops and porches.Provide min. (1) #4 reinforcing for electrical ground, location to be verified with the electricalcontractor.Verify min. foundation depth, width, reinforcing steel and additional expansive soil requirementswith valid soils report and if more stringent, they shall supersede the above minimumrequirements. See note #7 under reinforced concrete for concrete strength.Footings shall be examined and certified in writing by the project soil/geology engineer prior toinspection and placement of concrete.Concrete shall be to the strength and slump as specified per structural design, and consist ofPortland cement ASTM C-150 Type V per soils engineer's recommendations and Building Codesection 1904 (ACI 318 section 19.3.2.1) when exposed to sulfate containing solutions. Aggregatesshall be per ASTM C-33. Water to be clean and potable.Placement shall be in one continuous operation unless otherwise specified. Slab surface shall becured with 'Hunts' compound or equal or cured with other methods in accordance with goodconstruction practice at contractor's option.Contractor shall dampen slab underlayment of sand/membrane just prior to concrete placementto assist uniform concrete curing. Slabs must not be poured during or immediately afterrainstorms. The specified sand over visqueen should not be saturated at the time of the concretepour. Any free water trapped in the sand layer must be removed prior to the concrete pour.The bottoms of footing excavations shall be level, clean and free of loose material or water whenconcrete is placed. Over excavation shall be filled with concrete or properly compacted fill thathas been tested and approved by the soils engineer. Backfill shall not be placed until supportingfoundations, walls and slab have attained sufficient strength to support lateral soil pressure.Concrete placement shall be monolithic in one continuous operation uniformly placed and must1/2"MAX.1/2"MAX.EQ.SHEAR PANELWHERE OCCURSADJUST ɓ WASHERSIZES TO MEET NOTE1a REQUIREMENTS2"EQ.2x4 SHEAR WALLS ANDALL DOUBLE SIDED SHEAR WALLSSINGLE SIDED SHEAR WALLS OF 2x6AND THICKER WALLS1/2"MAX.ɓ WASHER SIZESPER NOTE 1aSW ANCHOR BOLTS AND PLATE WASHER ARRANGEMENTCEILING JOISTS36.Use this span table for ceiling joists given the following conditions (U.N.O. on plans):24"16"12"2x47'-7"8'-10"9'-10"A) Dead Load = 6.0 psfB) Live Load = 10.0 psfC) Total Deflection = L/240D) With one layer drywallE) Use #2 Douglas Fir Larch24"16"12"12'-6"14'-5"16'-0"24"16"12"15'-9"18'-4"20'-5"2x62x8SPACINGMAX SPANSPACINGMAX SPANSPACINGMAX SPANNAILING SCHEDULE(CBC2019)ROOF1.CL'G. JOIST/RAFTER/TRUSS TO TOP PLATE/OTHER FRAMING BELOW,EACH END, TOE NAIL....3-8dBLOCKING (NOT AT THE WALL TOP PLATE) TO RAFTER OR TRUSS,EACH END, TOENAIL..........2-8dBLOCKING (NOT AT THE WALL TOP PLATE) TO RAFTER OR TRUSS,END NAIL........................2-16dFLAT BLOCKING TO TRUSS AND WEB FILLER,FACE NAIL..............................................14d @ 6" o.c.2.CL'G. JOIST TO TOP PLATE,EACH JOIST,TOENAIL........................................................................3-8d3.CL'G. JOIST LAPS OVER PARTITIONS(NO THRUST),FACE NAIL..................................................3-16d4.CEILING JOIST ATTACHED TO PARALLEL RAFTER(HEEL JOINT), FACE NAIL......................PER DETAIL5.COLLAR TIE TO RAFTER,FACE NAIL...........................................................................................3-10d6.RAFTER OR ROOF TRUSS TO TOP PLATE,TOENAIL....................................................................3-10d7.ROOF FATHERS TO RIDGE VALLEY OR HIP RAFTERS OR RIDGE BOARD,END NAIL....................2-16dROOF FATHERS TO RIDGE VALLEY OR HIP RAFTERS OR RIDGE BOARD,TOENAIL.....................3-10dWALL8.STUD TO STUD (NOT AT BRACED WALL PANELS),FACE NAIL......................................16d @24" o.c.9.STUD TO STUD & ABUTTING STUDS AT INTERSECTING WALL CORNER,FACE NAIL....16d @16" o.c.10.BUILT-UP HEADER(2" TO 2" HEADER),EACH EDGE, FACE NAIL...................................16d @16" o.c.11.CONTINUOUS HEADER TO STUD,TOENAIL.................................................................................4-8d12.TOP PLATE TO TOP PLATE,FACE NAIL..........................................................................16d @16"o.c.13.TOP PLATE TO TOP PLATE(AT END JOISTS),EACH SIDE OF END JOINT,FACE NAIL...................8-16d14.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING (NOT AT BRACED WALLPANELS),FACE NAIL.....................................................................................................16d @16"o.c.15.BOTTOM PLATE TO JOIST, RIM JOIST, BAND JOIST OR BLOCKING ),FACE NAIL.......2-16d @16"o.c.16.STUD TO TOP OR BOTTOM PLATE,TOENAIL..............................................................................4-8d17.STUD TO TOP OR BOTTOM PLATE,END NAIL...........................................................................2-16d18.TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS,FACE NAIL............................................2-16d19.1" BRACE TO EACH STUD AND PLATE,FACE NAIL.......................................................................2-8d20.1"x6" SHEATHING TO EACH BEARING,FACE NAIL......................................................................2-8d21.1"x8" AND WIDER SHEATHING TO EACH BEARING,FACE NAIL..................................................3-8dFLOOR22.JOIST TO SILL,TOP PLATE OR GIRDER,TOENAIL.........................................................................3-8d23.RIM /BAND JOIST/ BLK'G TO TOP PLATE/SILL/OTHER FRAMING BELOW, TOENAIL.....8d @ 6" o.c.24.1"X6" SUBFLOOR OR LESS TO EACH JOIST,FACE NAIL...............................................................2-8d25.2" SUBFLOOR TO JOIST OR GRIDER,FACE NAIL.......................................................................2-16d26.2"PLANKS(PLANK & BEAM - FLOOR&ROOF),EACH BEATING,FACE NAIL.................................2-16d27.BUILT-UP GIRDERS AND BEAM,2" LUMBER LAYERS,FACE NAIL AT TOP AND BOTTOM STAGGEREDON OPPOSITE SIDES....................................................................................................20d @32" o.c.BUILT-UP GIRDERS AND BEAM,2" LUMBER LAYERS,EACH SPLICE ,FACE NAIL........................2-20d28.LEDGER STRIP SUPPORTING JOISTS OR RAFTERS,EACH JOIST OR RAFTER,FACE NAIL.............3-16d29.JOIST TO BAND JOIST OR RIM JOIST,END NAIL........................................................................3-16d30.BRIDGING OR BLOCKING TO JOIST,RAFTER OR TRUSS,EACH END, TOENAIL.............................2-8dNOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.)2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN2019 CALIFORNIA BUILDING CODE (1), (3)(4)(2)(1)(3)870(PLF)SHEAR220PANELTYPESHEAR8 d's10 d's@ 2" O.C.8 d's@ 2" O.C.@ 3" O.C.15/32" APAStructural Irated3/8" APArated10 d's@ 12" O.C.8 d's@ 12" O.C.8 d's@ 12" O.C.8 d's@ 4" O.C.NAILING(COMMON)EDGE8 d's@ 6" O.C.3/8" APAratedrated3/8" APASHEATHING8 d's@ 12" O.C.@ 12" O.C.8 d'sFIELD(COMMON)NAILINGSTUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN.PERIODIC SPECIAL INSPECTION IS REQUIRED.(4) (2)21(5)(6)USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.).SINKER16d'sCONNECTIONSILL PLATE@ 4" O.C.@ 6" O.C.@ 3" O.C.@ 2" O.C.@ 16" O.C.@ 12" O.C.@ 8" O.C.@ 6" O.C.@ 5" O.C.SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES.PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED.USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS.FRAMING CLIPS A35's,LS50's OR LTP4's(5), (6)2 ROWSSTAGG.@ 3" O.C.(4) (2)(4) (2)(4) (2)ϭͬϰΗTdžϲΗSCREWSSDS(8)260320380410490(7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX.(8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS.(9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C.(9)(7)(7)(7)3/8" APArated530640(7)(10)FOR DOUBLE SIDED SHEAR PANELS:(10)(10)(10)(10)(10)(10)(10)(10)(10)a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES , & .ď͘h^ KE>zϭͬϰΗTdžϲΗ^^^Z t^/E^, h> Et/d,,>&d, ^W/E'͕ FOR TYPES & .45c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE SPACING, FOR TYPES , & .345ϱͬϴΗT2XA.B. SPC'G@ 24" O.C.@ 16" O.C.@ 8" O.C.@ 8" O.C.@ 6" O.C.48" 42" 36" 24" 18" SHEAR WALL SCHEDULE345APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALLS. DO NOT BREAK SHEAR AT PERPENDICULARWALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS.(11)1.2.3.SHOP DRAWINGSSufficient copies of shop drawings for any member or product designed by entity other thanE.O.R. shall be submitted to E.O.R. prior to fabrication for review. Contractor shall submit shopdrawings of reinforcement for concrete masonry walls, concrete components with compressivestrength more than 2500 psi and structural steel to E.O.R. to review and obtain approval prior tofabrication. Shop Drawings shall be original drawings prepared for the project specificinformation, drawn accurately to scale. Direct copies and modified reproductions of the ContractDocuments will not be accepted. Allow sufficient time from the receipt of complete submittal forreview and processing by E.O.R..Review of shop drawings by E.O.R. does not relieve the engineer responsible for the design or thecontractor from compliance with Building Code.E.O.R.s review of the shop drawings consists of checking general conformance with structuraldrawings. Design accuracy of such product, dimensions and quantity of the product is notreviewed by E.O.R..S-0.10GENERAL NOTES& REQUIREMENTS. PROJECT NAME:
ADDRESS :PLOT DATE:DESIGNER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSPROJECT MANAGER:ARCHITECT:
DEVELOPER:
OWNER :01/19/202120268Ocean Front Residence
1740 Ocean Fronte, Newport Beach, CA 92661
ROST ARCH.
N/A
N/AK.V.C.Q.
SPECIAL INSPECTIONSSPECIAL INSPECTION:2.1.In addition to the regular inspection the following items will also require special inspection inaccordance with CBC Ch. 17, unless exempted by the exceptions of Sec.1704.2, of the Building CodeThe owner or the owner's authorized agent, other than the contractor, shall employ one or more approvedagencies (per CBC sec. 1703.1) to provide special inspections and tests during construction on the types ofǁŽƌŬƐƉĞĐŝĨŝĞĚŝŶƵŝůĚŝŶŐŽĚĞ^ĞĐƚŝŽŶϭϳϬϱ͕ĂƐŝŶĚŝĐĂƚĞĚďĞůŽǁďLJ KZ͞ƐƚĂƚĞŵĞŶƚŽĨƐƉĞĐŝĂůŝŶƐƉĞĐƚŝŽŶƐ͕͟and identify the approved agencies to the building official.3.The special inspector shall be qualified and approved by the building department and acceptable to thearchitect. Prior to the start of the construction, the approved agencies shall provide written documentationto the building official demonstrating the qualifications per CBC section 1704.2.1.4.Approved agencies shall keep records of special inspections and tests. The approved agency shall submitreports of special inspections and tests to the building official and to the registered design professional inresponsible charge and the Architect of the Record. Copies of the reports shall be available at the job site atall times. Reports shall indicate that work inspected or tested was or was not completed in conformance toapproved construction documents. Discrepancies shall be brought to the immediate attention of thecontractor for correction. If they are not corrected, the discrepancies shall be brought to the attention ofthe building official and to the registered design professional in responsible charge prior to the completionof that phase of the work. A final report documenting required special inspections and tests, and correctionof any discrepancies noted in the inspections or tests, shall be submitted at a point in time agreed uponprior to the start of work by the owner or the owner's authorized agent to the building official.5.The duties of the special inspector shall be in conformance with the requirements of section 1704 of thelatest edition of the CBC.6.Contractor shall be responsible for all expenses due to any premature notification of inspection whichresults in additional site visits.7.Failure of notification by the contractor for inspection on a timely basis may result in complete removal andreplacement of all work performed at contractors expense.8.Site visits by the structural engineer do not constitute an inspection.REQ'D (?)STATEMENT OF SPECIAL INSPECTIONS(ONLY INDICATED ITEMS ARE REQUIRED)INSPECTION ITEMSSPECIAL INSPECTIORS(NAME, PHONE#, REGISTRATION#)Structural Steel (1705.2.1)Steel Frame Joint DetailsCold-Formed Steel Deck (1705.2.2)Open-Web Steel Joists andJoists Girders (1705.2.3)Reinforcing steel andPre-Stressing Steel TendonsShotcrete (Curing Temperature,Design Mix, Placement, Strengthetc. per Table 1705.3)Cold-formed Steel Trusses spanning >= 60 ftConcrete Construction (Design Mix,Formwork, Placement, etc. per Table1705.3) (see 1705.3 exceptions)Structural Welding/Rebar WeldingAll Masonry Construction (1705.4)Wood for High Load Diaphragms (1705.5.1)Metal-Plate-Connected woodtrusses spanning >=60 ftSoils (excavation, Fill, etc. per1705.6) (see 1705.6 exceptions)Driven Piles per 1705.7Cast in Place Piles per 1705.8Helical Pile Foundations per 1705.9Erection of Pre- cast Concrete MembersBolts Installed in ConcreteHigh Strength Bolting/Material VerificationWood diaphragm and shear wallsOtherOtherOtherYESYESYESYESYESYESSPECIAL INSPECTIONSSPECIAL INSPECTIONSS-0.11SPECIAL INSPECTIONS PROJECT NAME:
ADDRESS :PLOT DATE:DESIGNER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSPROJECT MANAGER:ARCHITECT:
DEVELOPER:
OWNER :01/19/202120268Ocean Front Residence
1740 Ocean Fronte, Newport Beach, CA 92661
ROST ARCH.
N/A
N/AK.V.C.Q.
13NAIL LATERAL VALUES BASEDON SPF/ HFASTRAPCAPACITY**END LENGTHCS161700#3'-6"B(2)CS163400#3'-6"**DRAG DETAILSIMPSON CS16 w/(2)ROWS OF 8d SINKERNAILS @ 4 1/8"o.c.ADD 2"x4"x48" LONGMEMBER TO RECEIVE 2ND.CS16 & NAIL w/ 16d @ 4"o.c.STAGGERED TO ROOF RAFTERDOUBLE TOP PLATE(*) THE 2ND STRAPROOF RAFTER145SIDE VIEWEND VIEWPOST PER PLANBEAMPER PLANSIMPSON TRAPEA. SIDE OFBEAM TO POSTNOTE:1. ADD SHIMS AS REQUIRED IF THERE IS DBL.TOP PLATE BTWN. BEAM & POST, INCREASE LENGTH OF STRAP TO ACCOMMODATE.2. FILL ALL STRAP HOLES WITH NAILS.BEAMPER PLANSTRAPEA. SIDECAPACITYOVERALL LENGTHOF EA. STRAPABCMSTA12(1) CS16(2) CS162900#-5600#12"24"24"POST & BEAM CONNECTION246789131615SIMPSON STRAPPER TABLE (2) ROWSOF NAILS FOR EA. STRAPSPACINGAND LENGTHSEE TABLESIMILAR CONDITION(FLUSH BEAM/ JOIST (S))CONT. BEAM OR BLK'GSEE FRAMING PLAN(2) TOP PLPOST OR MULTISTUDSEE PLANBEAM OR JOISTw/ LINE OF EDGENAILING SEE PLANCAPACITY1700#3400#4585#6490#10d BOX AT 3 1/2"10d BOX AT 4 1/2"8d BOX/SINKER AT 4 1/8"8d BOX/SINKER AT 4 1/8"NAIL SIZE AND SPACINGEND LENGTH3'-0"3'-0"6'-0"6'-3"CMST14CMSTC16(2) CS16CS16STRAPDCB*ANOTES:1. MIN. 3 1/2" WIDE MEMBER FOR CONDITION C &D.2. REFER TO 13/S-0.20 FOR CS16 NAILING PATTERN. MIN. 1/2" SPACING BETWEEN ROWS OF NAILS.*DRAG DETAILEQ.EQ.SHIM ASREQUIREDNON-LAP CHANNELCONDITIONNOTE: FULLY NAIL STRAP w/ 16d - SINKER OR 10d COMMON NAILS SHALL BE STAGGERED & AT LEAST 2 1/4" APART.NAIL SPLICEPLATE SPLICE ATSLOPING CONDITIONSTRAP SPLICEST22 STRAPNUMBER OF NAILS SPECIFIEDBETWEEN SPLICING POINTS PERTABLE BELOWSIMPSON STRAPPER TABLE BELOWTYPICAL STUD@ 16"o.c.16d @ 8"o.c.2x STUDCONT. LOWERPLATE @ WALLEXT. WALLPROVIDE STUDTO RECEIVESTRAP NAILSNO. OF 16d SINKERMIN. PLATE LAPALT. STRAP w/ 16d SINKERST22ST6224ST6236MST37MSTC52CMST12x72"8 FT.42GF368 FT.8 FT.32ED246 FT.6 FT.22CB164 FT.10A4 FT.MST602x STUDTYPICAL SPLICE TOP PLATESD2.0STRUCTURAL DETAILS 18" MAX.24" MIN.(2) 16d's PERCONNECTION.EDGE NAILING.2X FASCIA BOARD.ROOF SHEATHING.TYPICAL ROOFRAFTER PER PLAN.SHEAR WALL PERPLAN(2) 16d's PERCONNECTION.SHIM AS REQUIRED.TYPICAL ROOFRAFTER PER PLAN.2X FLAT BLOCKS W/16d's @ 4" O.C. TOPLATE BELOW.2X FLAT OUTRIGGER@ 24" O.C.(2) 16d's PERCONNECTION.(2) 16d's PERCONNECTION.2X FLAT OUTRIGGER@ 24" O.C.NOTCH RAFTER @OUTRIGGER DONOT OVERCUT.ALTERNATE COND.W/ ROOF RAFTERNEXT TO WALLW/16 d's @ 8" O.C.TO TOP PLATE.EDGE NAILING.2X BLOCKING W/EN @ 48"BALLOON FRAMEDSTUDSBALLOON FRAMEDSTUDSSHEAR TRANSFERE.N.B.N.ROOFSHEATHING2x TIMBER STRANDOR L.V.L. RIMPER PLANSHEAR PANELPER PLANSIMPSON A35/LPT4PER SCHEDULESHEAR TRANSFERBM PER PLAN.ST12 EACH SIDE K. POST TOSUPPORTING BM. AS AN ALT.USE 2X K. STUD SIMILAR TOABOVE.16d NAILS AT 6" O.C. STAGG.EACH SIDE.BM PER PLAN.2X K. STUDEACH SIDE.KING POST.CONNECTION AT KING POSTCS16 STRAPEND LENGTHEND LENGTHCS16 STRAPDBL TOP PLATES2x BLOCKINGON EDGENOTES:1. REFER TO 13/S0.20 FOR CS16 NAILING PATTERN.2. STRAP TO EXTEND ON ALL BLKG. (MIN. (3) BAYS).3. USE DOUBLE BLOCKING OR FLAT BLOCKS FOR CONDITION B.4. USE SINKER AT STRAPS. * NAIL LATERAL VALUES BASED ON SPF/HF.END LENGTHSTRAPCS16(2) CS16AB3'-6"3'-6"(2) ROWS 8d @ 4 1/8"(2) ROWS 8d @ 4 1/2"3400#1700#CAPACITY*NAIL SIZE & SPACING2x R.R. PER PLANDRAG DETAIL101112PROJECT NAME:
ADDRESS :PLOT DATE:DESIGNER:SHEET NAME:SHEET NUMBER:PROJECT NUMBER:DESCRIPTIONDATENO.REVISIONSPROJECT MANAGER:ARCHITECT:
DEVELOPER:
OWNER :01/19/202120268Ocean Front Residence
1740 Ocean Fronte, Newport Beach, CA 92661
ROST ARCH.
N/A
N/AK.V.C.Q.CONNECTION DETAIL1 1/2" MIN.(3) 3/4" DIA. A325THRU BOLTS.1/2" THK. STIFFNER PLATE.EACH SIDESTEEL BEAM PER PLAN.TYP. SHEATHING.I-JOISTS PER PLAN.SIMPSON "B" HANGERS.TYP. SHEATHING.SOLID NAILER W/1/2" DIA.STUD BOLTS @ 24" O.C.,TYP. BOTH SIDESE.N.E.N.BLK'G W/ 16d's @ 6" O.C.I-JOISTS PER PLAN.2x NAILER W/ 1/2" DIA.STUD BOLTS @ 24" O.C.,TYP.STEEL BEAM PER PLAN.SIMPSON "B" HANGERS.TYP. SHEATHING.SOLID NAILER W/1/2" DIA.STUD BOLTS @ 24" O.C.,TYP. BOTH SIDESE.N.I-JOISTS PER PLAN.CONDITION B1 1/2" MIN.(3) 3/4" DIA. A325THRU BOLTS.1/2" THK. STIFFNER PLATE.EACH SIDE.TYP. SHEATHING.I-JOISTS PER PLAN.2x NAILER W/ 1/2" DIA.STUD BOLTS @ 24" O.C.,TYP.CONDITION AE.N.E.N.E.N.ALT. LOCATIONOF A35LS50 @ EACH CORNERLS50 FROM POST/MULTI STUD TO HDR. TOP & BOTTOM. ALT.(1) EACH FACE(2) 2X TOP PLATE.HEADER PER PLAN EXTEND TO POST.FULL HT. POSTORMULTI STUD PERPLAN.APPLY ST6236 IFWIDTH OFOPENINGEXCEEDS 6'-0" &IF THERE IS NOTRIMMER.OPENING PERARCHITECT.2x TRIMMER w/ 16d @ 8" O.C.TO POST.IF THERE IS NO ROOMFOR TRIMMER, USE HUC (U.N.O.)HANGER TO CONNECT HDR. TOFULL HEIGHT POST & USE ST6236TO CONNECT HDRS TOGETHER.CENTER STRAP @ POST.2X WINDOW SILLTYPICAL.2X SILL PLATETYPICAL (U.N.O.).FULL HT. POSTOR MULTI STUDPER PLAN.LS50 @ EACHCORNERLS50 @ EACHCORNERHEADER PERPLAN EXTENDTO POST.TYP. 2X FLOAT@ EDGE OFOPENING.ALT. LOCATIONOF LTP4 (1)EACH FACEOF EACH HDRTO POST.2X WINDOWSILL TYPICAL.NOTE:USE APPROVED HANGER TO CONNECT HDR. TO POST IF THERE IS NO ROOM FOR TRIMMER.WALL ELEVATION @ OPENINGSHEAR TRANSFERSIMPSON H2.5A@ 48" O/C (U.N.O.)DBL TOP PLATEOR BM. PER PLANE.N.BEAM OR HDRPER PLANROOF RAFTERS PER PLANNOTCH PER ARCH.E.N.BEVELEDBLOCKINGSIMPSON A35'S PERSHEAR WALL SCHEDULEMAX. 24" O.C.SHEAR PANELPER PLAN.2x STUD WALLPER PLAN.ROOF SHEATHING2x LEDGER W/ 3-16dEA. STUDCL'G JOISTS WHERE OCCURSAPPROVEDHANGERB.N.CONNECTION DETAILTYPICAL ROOFRAFTER PER PLANRIDGE PER PLANUSE SLOPE HANGERS WHENSPAN OF RAFTERS EXCEED 10'-0"OTHERWISE USE MIN. (5) 16d TOENAILS @ EACH RAFTER TO RIDGEPLYWOODSHEATHINGST22 AT 48" O.C.E.N.ROOF JOISTPER PLANSHEAR TRANSFER DETAILSIMPSONIUS SLOPEDHANGER2X BLK'GW/E.N. @ 48" O.C.SHEAR TRANSFER DETAILFLUSH BEAMPER PLANROOF/ FLOOR JOISTPER PLANSHEAR TRANSFERE.N.BEAM PER PLAN(WHERE OCCURS)ROOF RAFTERSPER PLANROOFSHEATHING2x FLAT ROOFRAFTER PER PLAN2x STUD WALLAPPROVED HANGERSEE DETAIL 8/SD2.0ROOFSHEATHINGE.N.H2.5 @ 48" O.C. FROM LEDGERTO STUDS. SLIT THE PLYWOODTO INSTALL H2.52X CONT. LEDGER W/ 4-16dNAILS OR 2-3/8" dia. LAG BOLTSPER STUDSPLYWD SHT'G(MIN. TYPE 1)ALTERNATECONNECTIONFOR OUTSIDEPLYWOODALTERNATECONNECTIONFOR OUTSIDEPLYWOODNOTES: 1. AT OUTSIDE PLYWOOD CONDITION LOCATE SIMPSON H2.5 PRIOR TO INSTALLATION OF 2X BLK'G.2x BLOCKINGH2.5 @ 48"o.c. FROMLEDGER TO STUDS.SLIT THE PLYWOODTO INSTALL H2.516d @ 6"o.c. U.N.O.2x STUD OR BM.PER PLAN8d COMMON @ 4"o.c.(U.N.O.) PER SHEARWALL SCHEDULEOUTSIDE PLYWOOD SHEAR PANELTYPE 2 ENTIRE WALL FROM LOWROOF TO HIGH ROOF U.N.O.E.N.2x BEVELED LEDGER w/(4)16dPER STUD U.N.O. (IF NOTBEVELED, SEE DETAIL 10/S-0.20)MIN. (3)16d TOE NAILSTO LEDGER. IF SPANOF ROOF MEMBER ISMORE THAN 8'-0", USEJOIST HANGERROOF SHEATHING2x R/R OR TOPCHORD OF TRUSSOUTSIDE PLYWOOD SHEAR PANELTYPE 2 ENTIRE WALL FROM LOWROOF TO HIGH ROOF U.N.O.ROOF SHEATHING2x R/R OR TOPCHORD OF TRUSSE.N.OUTSIDE PLYWOOD WHERE OCCURSPER PLAN. APPLY PRIOR TOLOW ROOF INSTALLATION2x BLOCKINGH2.5 @ 48"o.c. FROMLEDGER TO STUDS.SLIT THE PLYWOODTO INSTALL H2.516d @ 6"o.c. U.N.O.2x STUD OR BM.PER PLAN8d COMMON @ 4"o.c.(U.N.O.) PER SHEARWALL SCHEDULEHIGH TO LOW ROOFINSIDE SHEAR PANEL CONDITION2x BLOCKING W/16d @ 6"o.c.U.N.O. TO LEDGER FORINSIDE PLYWOOD CONDITION2x BLOCKING W/16d @ 6"o.c.U.N.O. TO LEDGER FORINSIDE PLYWOOD CONDITIONE.N.E.N.INSIDE SHEAR PANEL CONDITION
1. DESIGNS ARE TO RESIST LOADING PER ACI 318-14, SEC 17.2.3.4.3.2. STD INDICATES ANCHORS COMPLYING WITH ASTM F1554 GRADE36 WITH A HARDY FRAME BOLT BRACE (HFXBB) INSTALLED WITHSTD OR GRADE 8 DOUBLE NUTS ON THE EMBED END.3. HS INDICATES ANCHORS COMPLYING WITH ASTM A193 GRADE B7WITH A 1/2"x3"x3"(MIN) HFPW PLATE WASHER INSTALLED WITHDOUBLE NUTS ON THE EMBED END (HFXBB NOT REQUIRED).4. LE = LENGTH OF EMBEDMENT FROM THE TOP OF FOOTING ORGRADE BEAM TO THE TOP OF THE HFXBB BOLT BRACE (TOP OFTHE EMBEDDED HFPW PLATE WASHER @ HS ANCHORS)5. CA1 = DISTANCE FROM HD CENTERLINE TO THE END OF THEFOOTING OR GRADE BEAM.6. CA2 = DISTANCE FROM HD CENTERLINE TO BOTH THE FRONTAND THE BACK FACE OF THE FOOTING OR GRADE BEAM.7. SHEAR TIES ARE GRADE 60 (MIN) REBAR AND REQUIRED FORNEAR EDGE DISTANCE CONDITIONS PER ACI-318-14, F'C = 2,500PSI. CURBS AND STEM WALLS MUST BE 6 INCH (MIN) WIDTH FORUA AND RA, 12 INCH (MIN) WIDTH FOR BB-RA.8. FOR UA APPLICATIONS, ADDITIONAL TIES MAY BE REQUIRED ATSTEM WALLS. SHEAR TIES ARE NOT REQUIRED FORINSTALLATION AWAY FROM EDGE (SEE DETAIL 1A), INSTALLATIONON WOOD FRAMING, OR FOR IRC BRACED WALL PANELAPPLICATIONS.9. STIRRUPS ARE GRADE 60 (MIN) REBAR. SEE TABLE FOR SIZE ANDSPACING. SEE “STIRRUP LAYOUT” DIAGRAMS AND “KEY” FORLAYOUT PATTERNS.10. CONCRETE EDGE DISTANCES MUST COMPLY WITH ACI 318-14,SECTION 17.7.2. COATED REINFORCEMENT MAY BE SPECIFIED BYTHE EOR TO LIMIT EXPOSURE AND THEREFORE REDUCEMINIMUM CONCRETE COVER. COATED REINFORCEMENT MUSTCOMPLY WITH ACI 318-14, SECTION 20.6.2.AABBA AB B A AB B7 EQSPA5 EQSPA4 EQSPA3 EQSPA4 EQSPAA B B AA AAAB BBBA AA AA A AB BB BB BA2 EQSPA3 EQSPAB BB2 EQSPAB3 EQSPAAAAA"RA" SPA(2A/HFX1)4Amir Deihimi1/19/2021Core Structure, Inc.REVIEWEDBYDATE Corrections or comments made on the shop drawings during this review do not relievecontractor from compliance with requirements of the drawings and specifications. Thischeck is only for review of general conformance with the design concept of the projectand general compliance with the information given in the contract documents.The contractor is responsible for confirming and correlating all qualifications anddimensions; selecting fabrication process and techniques of construction; Coordinatingtheir work with that of all other trades; and performing their work in a safe andsatisfactory manner.Signature or initials by a licensed engineer of Core Structure, Inc. apply only for shopdrawing review.REVIEWED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY
4Amir Deihimi1/19/2021Core Structure, Inc.REVIEWEDBYDATE Corrections or comments made on the shop drawings during this review do not relievecontractor from compliance with requirements of the drawings and specifications. Thischeck is only for review of general conformance with the design concept of the projectand general compliance with the information given in the contract documents.The contractor is responsible for confirming and correlating all qualifications anddimensions; selecting fabrication process and techniques of construction; Coordinatingtheir work with that of all other trades; and performing their work in a safe andsatisfactory manner.Signature or initials by a licensed engineer of Core Structure, Inc. apply only for shopdrawing review.REVIEWED AS NOTEDREJECTEDREVISE AND RESUBMITFOR INFORMATION ONLY