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HomeMy WebLinkAbout20210412_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 AREA3,982 SQ FTBUILDABLE AREA:2,922 SQ FTMAX ALLOWABLE SQ FT:5,844 SQ FTHEIGHT LIMITFRONT YARD10 FT SETBACKSREAR YARD0 FT FOR ABUTTING ALLEYMAXIMUM BUILDING HEIGHT: 24 FT FOR FLAT ROOFS29 FT FOR SLOPED ROOFS (3:12 PITCH OR GREATER)SIDE YARD SETBACK4 FT-----------------------------TOTAL LIVING AREA: 4,198 SQ FTLEVEL 1 LIVING AREA:1,667 SQ FTLEVEL 2 LIVING AREA:2,531 SQ FTLEVEL 1 HARDSCAPE: 146 SQ FTTWO- STORY SINGLE FAMILY NEW CONSTRUCTION ON (E) FOUNDATION. NEW EXTERIOR LANDSCAPE AND HARDSCAPE.LEVEL 1 GARAGE: 743 SQ FTDIG ALERT: 1.800.227.2600SOUTHERN CALIFORNIA EDISON: 1.714.895.0246SOUTHERN CALIFORNIA GAS: 1.800.427.2000CITY WATER & SEWER: 1.949.644.3011PACIFIC BELL TELEPHONE: 1.800.750.2355CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.:P: 1.949.644.3311F: 1.949.644.3318CITY OF NEWPORT BEACH PLANNING DEPT.:General Information Line : (949)644-3200Zoning Information Line: (949)644-3204CITY OF NEWPORT BEACH BUILDING DEPT.:(949) 644-3275 General Administration(949) 644-3288 Permit Counter(949) 644-3255 Inspection RequestsNEWPORT BEACH FIRE DEPARTMENT:100 Civic Center Dr. Newport Beach CA 92660P: 949.644.3106ORANGE COUNTY HEALTH SERVICES:PO BOX 355 SANTA ANA, CA 92702P: 714.834.3882ENERGY CONSULTANT:CORE ENGINEERING23172 PLAZA POINTE DR. #145LAGUNA HILLS, CA 92653T: (949) 954-7242E: AMIR@CORESTRUCTURE.COMFLOOR AREA RATIO:MAX FAR IS THE BUILDABLE AREA x 2.02.0 x 2,922 = 5,844 SQ FT MAX FAROPEN VOLUME REQUIRED:0.15 x 2,922 438 SQ FT(MINIMUM 15% OF BUILDABLE AREA)OPEN VOLUME PROVIDED:140 + 309 449 SQ FTLANDSCAPE AREA: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 SCHEDULEPA2021-087[\ () 8 ~ 0 ::) n 0 CJ □ v g CITY OF NE,VPORT BEACH 0 " ~ , I> Cff\TMUNJTY DEVELOPMENT DEPARTMEI\T D -' £ _ _ DUILDII\G DMSION Si$< ,.. 100 Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 t.1 FO"'ll-' www.newportbeachca.gov I (949) 644-3200 ACKNOWLEDGMENT OF NO CONSTRUCTION-RELATED NOISE ON SATURDAY OR SUNDAY IN HIGH DENSITY AREAS On June 11, 2019, the City Council adopted an ordinance restricting construction-related noise on Saturday in High Density Areas effective August 12, 2019. I acknowledge that any construction-related noise, (including, but not limited to operating power equipment or machinery in a manner that produces noise) is not allowed on Saturday or Sunday in High Density Areas in accordance with Newport Beach Municipal Code 10.28.040. As the owner of the property, I am responsible to ensure all persons working on the property comply with this provision of the Newport Beach Municipal Code. Project Address: _____________________ _ Permit Number: _____________________ _ Owner's Name: _____________________ _ Owner's Signature: ____________________ _ Contractor's Signature: __________________ _ Date: _________________________ _ Forrns\Acknowlodqmonl No Salurdav Con<lruction HiqhDonsityAroa, l., ' ' ' ' ' L-------~----------~----------__________ L _________ ~ -\\,;1.0 Affcf/1 ""' }'('. ,:) MITCHELL SCOTT c>_,, ROCHELEAU * C-36977 * ROST-ARO-HTECTURE '-----INTERIORS 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 NOTESPA2021-087\\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ ____ INTERIORS 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 1PA2021-087Y NIA RESPON. PARTY □□ □□ □□ □□□ □□□ AIA California 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The prov;s;ons of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In m;xed occupancy bu;1d;ngs, each porUon of a bund;ng shall comply with the specific green building measures applicable to each specific occupancy. ABBREVIATION DEFINITIONS: HCD BSC DSA-SS OSHPD LR Department of Housing and Community Development California Building Standards Commission Division of the State Architect, Structural Safety Office of Statewide Health Planning and Development Low Rise HR AA N High Rise Additions and Alterations New CHAPTER4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN SECTION 4.102 DEFINITIONS 4,102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel. fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent tlooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. \/Vhere storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State VVater Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development ·which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.govfwater_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4 Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code_. Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Vv17ere there is no commercial povifer supply. 1.2 Vv17ere there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one-and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet. box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.1.1 Identification. The service panel or sub panel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (1 0) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2 There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents. Y NIA RESP0N. PARTY □□ □□ □□ □□ □□ 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2 The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2. to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11 B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2. Item 3. Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11 B. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be pem,itted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The race·-.vay shall originate at the main service or subpanel and shall terminate into a listed cabinet. box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system. including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original co11struction. 4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE The construction documents shall identify the location of the EV spaces. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACES 0-9 10-25 26-50 51-75 76-100 101-150 151-200 201 and over NUMBER OF REQUIRED EV SPACES 0 2 4 5 7 10 6 percent of total 4.106.4.3.2 Electric vehicle charging space {EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. Wien multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11 B. DIVISION 4.2 4.201 GENERAL ENERGY EFFICIENCY 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. Y NIA RESP0N. PARTY □□ □□ □□ □□ □□ □□ DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1. 1. 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the pertormance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerfleads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. 1/\rtlen a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a lime. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. Y NIA RESP0N. PARTY □□ □□ □□ □□ 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver ,□-+-□-+----+ more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. Note· 1/'klere complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the Ca/ffomia Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.f, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. TABLE -MAXIMUM FIXTURE WATER USE FIXTURE TYPE SHOWER HEADS (RESIDENTIAL) LAVATORY FAUCETS (RESIDENTIAL) LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS KITCHEN FAUCETS METERING FAUCETS WATER CLOSET URINALS FLOW RATE 1.8 GMP @ 80 PSI MAX. f.2 GPM@ 60 PSI MIN. 0.8 GPM@ 20 PSI 0.5 GPM @ 60 PSI 1.8 GPM @ 60 PSI 0.2 GAL/CYCLE 1.28 GAL/FLUSH 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MVVELO). whichever is more stringent NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://WlrV"llv.water.ca.gov/ □□ □□ □□ DIVISION 4-4 EFFICIENCY y '" RESP0N. PARTY y,s NOT APPLICABLE RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER OWNER, COI\ITRACTOR, INSPECTOR ETC.) MATERIAL CONSERVATION AND RESOURCE 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes. electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4. or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to 1he requirements of this seciion when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling. reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume. but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.fl. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square fool of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5. Section 4.408.3 or Section 4.408.4 .. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. Al the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency w'hich includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems. photovoltaic systems. electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9 Information about state solar energy and incentive programs available 10. A copy of all special inspections verifications required by tile enforcing agency or this code. 4.410.2 RECYCLING BY OCCUPANTS. V\rtiere 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard. glass, plastics, organic waster, and metals. or meet a lawfully enacted local recycling ordinance. if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section DIVISION 4_5 ENVIRONMENTAL QUALITY SECTION 4.501 GENERAL 4. 501.1 Scope The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS 5.102.1 DEFINITIONS The follo•wing terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not induding furniture, fixtures and equipment (FF&E) not considered base building elements. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite w-ood products·• does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in Califomia Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN !NDfVIDUAL PROJECT BAS!S AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. * \\,;,1.0 Affcf/1 ""' ;-(', .:) MITCHELL SCOTT C',; ROCHELEAU C-36977 * ROST-ARO-HTECTURE '------INTERIORS 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 2PA2021-087II AIA 201 9 CALIFORNIA GREEN BUILDING STANDARDS CODE California RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) ' . ,es ,,. . NOT APPLICABLE RESPON. PARTY . RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) Y NIA RESPON Y NIA RESPON_ Y NIA RES PON Y NIA RESPON PARTY PARTY PARTY PA.RTY CHAPTER 7 TABLE 4.504.2 -SEALANT voe LIMIT TABLE 4.504.5 -FORMALDEHYDE LIMITS, MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, e;,:pressed to (Less Water and Less Exempt Compounds in Grams per Liter) MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION hundredths of a gram (g 03/g ROG). 702 QUALIFICATIONS Nole: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 SEALANTS voe LIMIT PRODUCT CURRENT LIMIT and 94701. □ □ 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper ARCHITECTURAL 250 HARDWOOD PLYWOOD VENEER CORE 0.05 installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. MARINE DECK 760 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 certification program. Uncertified persons may pertorm HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this NONMEMBRANE ROOF 300 PARTICLE BOARD 0.09 Examples of acceptable HVAC training and certification programs include but are not limited to the following: article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of ROADWAY 250 product (excluding container and packaging). MEDIUM DENSITY FIBERBOARD 0.11 1. State certified apprenticeship programs. Note: PWMIR is calculated according to equations found in CCR. Title 17. Section 94521 (a). SINGLE-PLY ROOF MEMBRANE 450 2. Public utility training programs. THIN MEDIUM DENSITY FIBERBOARD2 0.13 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has tile potential, once emitted, to contribute to OTHER 420 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED 4. Programs sponsored by manufacturing organizations. ozone formation in the troposphere. BY THE CALIF. AIR RESOURCES BOARD. AIR TOXICS CONTROL 5. Other programs acceptable to the enforcing agency. SEALANT PRIMERS MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE VOC. A volatile organic compound (1/0C) broadly defined as a chemical compound based on carbon chains or rings □ □ 702.2 SPECIAL INSPECTION [HCD]. VVhen required by the enforcing agency, the owner or the with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain ARCHITECTURAL WTH ASTM E 1333. FOR ADDITIONAL INFORMATION. SEE CALIF. responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508{a}. CODE OF REGULATIONS, TITLE 17. SECTIONS 93120 THROUGH other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence NON-POROUS 250 93120.12. to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to 4.503 FIREPLACES POROUS 775 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be □ □ 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed THICKNESS OF 5/16"" (8 MM). considered by the enforcing agency when evaluating the qualifications of a special inspector: woodstove or pellet stove shall comply with U.S. EPA New Source Pertormance Standards {NSPS) emission limits as MODIFIED BITUMINOUS 500 applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodsloves, 760 1. Certification by a national or regional green building program or standard publisher. pellet stoves and fireplaces shall also comply with applicable local ordinances. MARINE DECK 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building OTHER 750 pertormance contractors. and home energy auditors. 4.504 POLLUTANT CONTROL 3. Successful completion of a third party apprentice training program in the appropriate trade. □ □ 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING 4. Other programs acceptable to the enforcing agency. CONSTRUCTION. At the time of rough installation, during storage on the constn.iction site and until final DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component □ □ 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product Noles: openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to requirements of at least one of the following: 1. Special inspectors shall be independent entities with no financial interest in the materials or the reduce the amount of water, dust or debris which may enter the system. project they are inspecting for compliance with this code. 1 . Carpel and Rug lnslitute's Green Label Plus Program. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate □ □ 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile homes in California according to the Home Energy Rating System (HERS). TABLE 4.504.3 -voe CONTENT LIMITS FOR Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, □ □ 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on ltle project shall meet the ARCHITECTURAL COATINGS,, February 2010 (also known as Specification 01350). [BSC] \l\hlen required by the enforcing agency, the owner or 1he responsible entity acting as the owner's agent shall requirements of the following standards unless more stringent local or regional air pollution or air quality 3. NSF/ANSI 140 at the Gold level. employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with management district rules apply: GRAMS OF voe PER LITER OF COATING. LESS WATER & LESS EXEMPT 4. Scientific Certifications Systems Indoor Advantage™ Gold. this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the COMPOUNDS particular type of inspection or task to be pertormed. In addition, the special inspector shall have a certification from a 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks □ □ 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the recognized state, national or international association, as detennined by the local agency. The area of certification shall comply with local or regional air pollution control or air quality management district rules where COATING CATEGORY voe LIMIT requirements of the Carpet and Rug lnstitute's Green Label program. shall be closely related to the primary job function, as determined by the local agency. applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. FLAT COATINGS 50 Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic □ □ 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. Nole: Special inspectors shall be independent entities with no financial interest in the materials or the compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and NON-FLAT COATINGS 100 project they are inspecting for compliance with this code. tricloroethylene), except for aerosol products, as specified in Subsection 2 below. □ □ 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving NONFLAT-HIGH GLOSS COATINGS 150 resilient flooring shall comply with one or more of the following: 2 Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in 703 VERIFICATIONS units of product, less packaging, which do not weigh more than 1 pound and do not consist of more SPECIAL TY COATINGS 1 Prcx:lucts compliant with the California Department of Public Health, "Standard Method for the Testing and than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," □ □ 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not prohibitions on use of certain toxic compounds, of California Code of Regulations, TiUe 17, ALUMINUM ROOF COATINGS 400 Version 1.1, February 201 O {also known as Specification 01350), certified as a CHPS Low-Emitting Material limited to. construction documents, plans, specifications, builder or installer certification, inspection reports, or other commencing with section 94507. BASEMENT SPECIALTY COATINGS 400 in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. methods acceptable to the enforcing agency which demonstrate substantial conformance. \l\hlen specific 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program). documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in □ □ 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of BITUMINOUS ROOF COATINGS 50 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program the appropriate section or identified applicable checklist. the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits BITUMINOUS ROOF PRIMERS 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories 350 Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss BO ND BREAKERS 350 February 2010 (also known as Specification 01350). coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in CONCRETE CURING COMPOUNDS 350 □ □ 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard Table 4.504.3 shall apply. composite wood products used on the interior or exterior of the buildings shall meet the requirements for CONCRETE/MASONRY SEALERS 100 formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), □ □ 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR by or before the dates specified in those sections, as shown in Table 4.504.5 \\,;,1.0 Affcf/1 Limits for ROG in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic DRIVEWAY SEALERS 50 ""' }"('_ compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of □ □ 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested .:) MITCHELL SCOTT c>,,_ DRY FOG COATINGS 150 Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air by the enforcing agency. Documentation shall include at least one of the following: ROCHELEAU Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation FAUX FINISHING COATINGS 350 8, Rule 49 1. Product certifications and specifications. * C-36977 * FIRE RESISTIVE COATINGS 350 2. Chain of custody certifications. □ □ 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see ~ enforcing agency. Documentation may include, but is not limited to, the following: FLOOR COATINGS 100 CCR, Title 17, Section 93120, et seq.). .J' "'~A FORM-RELEASE COMPOUNDS 250 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered 'A ... 1. Manufacturer's product specification. Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA r, or c 2 Field verification of on-site product containers. GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 0121. CSA 0151. CSA 0153 and CSA 0325 standards. IV 5. other methods acceptable to the enforcing agency. HIGH TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 4.505 INTERIOR MOISTURE CONTROL TABLE 4.504.1 -ADHESIVE voe LIMIT,, 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. LOW SOLIDS COATINGS, 120 (Less Water and Less Exempt Compounds in Grams per Liter) 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by □ □ MAGNESITE CEMENT COATINGS 450 California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the ARCHITECTURAL APPLICATIONS voe LIMIT California Residential Code, Chapter 5, shall also comply with this section. R 0 s r-MASTIC TEXTURE COATINGS 100 INDOOR CARPET ADHESIVES 50 METALLIC PIGMENTED COATINGS 500 □ □ 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with al least one of the CARPET PAD ADHESIVES 50 following: MULTICOLOR COATINGS 250 OUTDOOR CARPET ADHESIVES 150 1. A 4-inch (101.6 mm) thick base of 1 /2 inch (12.7mm) or larger clean aggregate shall be provided with PRETREATMENT WASH PRIMERS 420 a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, WOOD FLOORING ADHESIVES 100 PRIMERS. SEALERS. & UNDERCOATERS 100 shrinkage, and curling. shall be used. For additional information. see American Concrete Institute, RUBBER FLOOR ADHESIVES 60 ACI 302.2R-06 ARO-HTECTURE INTERIORS REACTIVE PENETRATING SEALERS 350 2. Other equivalent methods approved by the enforcing agency. SUBFLOOR ADHESIVES 50 3. A slab design specified by a licensed design professional. RECYCLED COATINGS 250 CERAMIC TILE ADHESIVES 65 □ □ 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage ROOF COATINGS 50 shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent VCT & ASPHALT TILE ADHESIVES 50 RUST PREVENTATIVE COATINGS 250 moisture content. Moisture content shall be verified in compliance with the following: DRYWALL & PANEL ADHESIVES 50 SHELLACS 1 . Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent COVE BASE ADHESIVES 50 moisture verification methods may be approved by the enforcing agency and shall satisfy requirements CLEAR 730 found in Section 101.8 of this code. MUL Tl PURPOSE CONSTRUCTION ADHESIVE 70 2. Moisture readings shall be taken at a point 2 feet (61 O mm) to 4 feet (1219 mm) from the grade stamped end OPAQUE 550 of each piece verified. STRUCTURAL GLAZING ADHESIVES 100 SPECIALTY PRIMERS. SEALERS & 3. At least three random moisture readings shall be pertormed on wall and floor framing with documentation SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 UNDERCOATERS 100 acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing OTHER ADHESIVES NOT LISTED 50 STAINS 250 Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to SPECIAL TY APPLICATIONS STONE CONSOLIDANTS 450 enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. PVC WELDING 510 SWMMING POOL COATINGS 340 4.506 INDOOR AIR QUALITY AND EXHAUST CPVC WELDING 490 TRAFFIC MARKING COATINGS 100 □ □ 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the ABS WELDING 325 TUB & TILE REFINISH COATINGS 420 following: PLASTIC CEMENT WELDING 250 WATERPROOFING MEMBRANES 250 1 . Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a ADHESIVE PRIMER FOR PLASTIC 550 WOOD COATINGS 275 humidity control. CONTACT ADHESIVE 80 WOOD PRESERVATIVES 350 a. Humidity controls shall be capable of adjustment between a relative humidity range less than or SPECIAL PURPOSE CONT ACT ADHESIVE 250 ZINC-RICH PRIMERS 340 equal to 50% lo a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. STRUCTURAL WOOD MEMBER ADHESIVE 140 1. GRAMS OF voe PER LITER OF COATING, INCLUDING WATER & b. A humidity control may be a separate component to the exhaust fan and is not required to be EXEMPT COMPOUNDS integral (i.e., built-in) TOP & TRIM ADHESIVE 250 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS Notes: SUBSTRATE SPECIFIC APPLICATIONS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 30 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or METAL TO METAL tub/shower combination. 50 THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS 2. Lighting integral to bathroom exhaustfans shall comply with the California Energy Code, PLASTIC FOAMS SUGGESTED CONTROL MEASURE. FEB. 1. 2008. MORE INFORMATION IS POROUS MATERIAL (EXCEPT WOOD) 50 AVAILABLE FROM THE AIR RESOURCES BOARD. 4.507 ENVIRONMENTAL COMFORT □ □ 4.507 .2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be WOOD 30 sized, designed and have their equipment selected using 1he following methods: FIBERGLASS 80 1 . The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J -2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems}. 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, ASHRAE handbooks or other equivalent design software or methods. THE ADHESIVE WITH THE HIGHEST voe CONTENT SHALL BE ALLOWED. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S -2014 (Residential Equipment Selection), or other equivalent design software or methods. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE Exception: Use of alternate design temperatures necessary to ensure the system functions are THE voe CONTENT SPECIFIED IN THIS TABLE. SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. acceptable. DJSCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. 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 NOTESPA2021-08767. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 68. Garages shall have at least one receptacle for each car space on the interior. The branch circu~ supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G) (1 )). 69. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11(C) (2)). 70. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 71. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 72. Fasteners and connectors (nails, anchor bolts, etc.) in contact with preservative-treated wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 73. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3, Acceptable alternate SDPWS 4.3.6.4.3) 2019 CorrU~t\RESIDE NT 11\LCOMtrnctionMinimumReq 02/21/2020 7 28. Domestic range vents to be smooth metallic interior surface. (CMG 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) PLUMBING: 30. Separate vvater meters are required for all new duplexes. Separate fire risers are required at each water meter. 31. Plumbing Fixtures: 32. 33. 34. 35. 36. 37. 38. 39. 40. 41. 42. a. New Construction & Addition/Alterations that increases condition space area, volume, or size (Ca I Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following requirements: i. Shower Heads: 1.8 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 gallons per flush 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 402.5) The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of water heaters located in garage. (CPC 507.13.1) Water heaters to be strapped at top and bottom with 1 ½" x 16 gauge strap with 3/8'' diameter. X 3" lag bolt each end. (CPC 507.2) ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) All hose bibbs shall have vacuum breakers. (CPC 603.5.7) The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) The maximum amount ofwaterclosets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 43. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(n)) 44. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 45. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 2019 CorrList\RESIDENTI/\LConstructionMinimumReq 02/21/2ffl0 5 46. Insulate all hot water pipes. (Cal Energy Code 150.0 G) (2), and CPC 609.11). 47. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (6)) 48. Install 1 automatic clothes washer connection per one and two family dwelling. (CPC Table 422.1) ELECTRICAL: 49. Electrical service shall be underground for new construction, replacement building, or addition to an existing building exceeds fifty (50) percent of the gross floor area of the existing building. (NBMC 15.32.015) 50. Edison Company approval is required for meter location prior to installation. 51. 52. 53. 54. 55. 56. 57. 58. 59. 60. 61. 62. 63. 64. 65. 66. Field inspectors shall review and approve underground service requirement prior to concrete placement. Service equipment and subpanels shall have a min 30" \Nide by 36" deep clear vVOrk space.(CEC 110.26) All lighting is required shall be high efficacy. (California energy code section 150.0 (k) and Table 150.0-A.) Provide a listed 1 inch raceway to accommodate a dedicated 208/240-volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4.1) All receptacle outlets are required shall be listed tamper resistant (CEC 406.12 and 250.52) Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) A minimum of one dedicated 20 amp circuit is required fora bathroom. (CEC210.11 (C)(3)) GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) Receptacle outlets are not allow ~hin or over a bathtub or shower stall. (CEC 406.9 (CJ) Subpanels are not allow to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(8)) Group non-cable circuits in panel (CEC 210.4(D)) The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (8)(1)) Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)(1)) Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)(1)) Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)(1)) 2019 Con List\RESIDENTIALC.011~l1 ucliuriMinimumRcq 02/21/2020 6 16. d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired v-.iith battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.10.5 & 907.2.10.6. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every occupiable level of the dwelling unit including basements. c. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired v.iith battery back-up and interconnected unless exempted in accordance with CRC R315.6(4). 17. All fenestrations on windows and doors shall have Li-factors (0.30 max) and Solar Heat Gain Coefficient (SHGC=0.23 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: C. d. e. Time in Use Required Required Setback Hours Setback from from Adjacent Property Line Structures 0-1 dav 1 o feet 5 feet ::,, 1 dav 20 feet 5 feet If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2019 Corrlist\RESIDE lfl 11\LConmucti onMini mum Req 02/21/2020 3 FIREPLACE: 19. All fireplaces: a. Factory-built fireplaces, chimneys and all of their components shall be listed and installed in accordance v-.iith their listing and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2 emissions level. (CRC 1004.1.1) c. Decorative shrouds shall not be installed at the termination of factory-built chimneys except where such shrouds are listed and labeled for use with the specfic factory-built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMG 802.5.1.1 & CMG 802.5.4.3) d Horizontal openings are not allowed, for exhaust vents, in walls closer than 3 feet to a property line. (Tables R302.1(1)&(2)). Horizontal vent caps shall be 2 feet clear from property lines. e. Exhaust openings shall not be directed onto walkways. (R303.5.2) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply ~h the California Energy Standards mandatory measures_ c. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R 1003.9) d. Liquid fueled fireplaces are not allovved for interior use. 21. Direct vent gas appliance fireplace: a. Direct vent sealed-combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply ~h ANSI 221.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1202.5.2.1, CMG 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1 (2)) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMG 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMG 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMG 303.1) 2019 Corrlist\nESIDE lfl IALConmucti onMini mum rteq 02/21/2020 4 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 1 OD Civic Center Drive I P.O. Box 17681 Newport Beach, CA 92658-8915 www newrortbeachca oov I (949) 644-3200 RESIDENTIAL CONS'IRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2019 California Residential Code (CRC); 2019 California Building Code (CBC); 2019 California Plumbing Code (CPC); 2019 California Electrical Code (CECJ; 2019 California Mechanical Code (CMC); 2019 Building Energy Efficiency Standards (BEES); 2019 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with waler-conserving plumbing fixtures meeting the requirements of 2019 California Green Building Standards Code, Section 4.303.1 Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection by the Chief Building Official (Civil Code, Section 1101 1 et seq , N BMC 15.11.010) 2. Issuance of a building permit by the City of Nev,port 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 th is permit. 3. Prior to performing any work in the City right-of-way an encroachment penmit must be obtained from the Public Works Department 4 A site survey by a licensed surveyor shall be required prior to foundation concrete pour 5 6. 7. B Garage ceiling height The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical cleamnce of four feet. (NBMC 20.40.090 A4) Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) Stairways shall not be less than 36 inches clear \Mdth (CRC 311.7 .1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing (CRC 3117 2) Advisory Note Homeowners Association (HOA) approval may be required for this improvement. 9. Additional penmits are required for detached slructures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, c. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. CONSTRUCTION: 10. Pedestrian protection adjacent to public vVa.Y to be as follolf.lS: CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF TYPE OF PROTECTION CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE REQUIRED Less than 5 feet Construction railinas 8 feet or less 5 feet er more None Less than 5 feet Barrier and covered walk:wav 5 feet er moce, but not more than one-fourth the heiaht of construction Barrier and covered walkwav More than 8 feet 5 feet er more, but between one-fourth and one-half the height of 11. 12. 13. 14. 15. construction Barrier 5 feet er more, but exceedinn one-half the heinht of construction None All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be cement board or cement plaster. (CRC R307.2, CBC 1209.2.3) Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a_ Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. c. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed pos~ion and within 24 inches of the hinge side of an in-swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109 (115922)) Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. C. Outside each separate sleeping area in the immediate vicinity of the bedrooms. On each additional story, including basements and habitable attics. 2019 Corrlist\RES IDENTIALConmucti onMinimumR~q 02/21/ 2ffl0 2 \\,;1.0 Affcf/1 <:., <,, ;-('_ .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE .,_ ____ INTERIORS 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 NOTESPA2021-08714 Particleboard, medium density fiberl:x:Jard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with lovv formaldehyde emission standards as set forth in Table 4.5045 below (4.504.5): FORMALDEHYDE LIMITS' (Maximum formaldehyde Emissions in Parts per Million} PRODUCT LIMIT Hardvvood olvwood veneer core 0.05 Hardwood plywood comoosite core 0.05 Particleboard 0 09 Medium densitv fiberboard 0.11 Thin medium density fiberboard2 0.13 1. Valu~ in this table are derived from those specified by the California Air Resourc~ Board, Air Toxic-s Control Measure for Compo-site Wood as tested in accordance with ASTM E 1333-96(2002). For add~ional informatiai, see California Coda af Ragulafion.s, Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (8 mm). 15 All duct and other related air distribution component openings shall be covered with tape. plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16 Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building Unless functioning as a comr:xrnent of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity range of less than or equal to 50% to maximum 80%. (4.506.1) 17 Duct systems are sized, designed and equipment is selected using the follovoJing methods (4.507.2): a Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2016 (Residential Load Calculation), ASH RAE handbooks or equivalent design software or methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2016 (Residential Duct Systems), ASH RAE handoooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18 HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19 HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20 An operation and maintenance manual, CD, web-based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances_ (44101) 21 Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.24) 22 Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23 Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24 CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (703.1) CorrList'RC:SIDEhlTIAL CALGr,;8n\•landa'tO.,Yl•/8asu,es 02/2 1/::020 5 CITY OF NEWPORT BEACH COMJ\1UNITY DEVELOPMENT DEPARTi\'illNT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN ACCORDANCE WITH CBC 1710. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS. 7. IF THE CITYS FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL OBSERVER'S LETTERHEAD. STATE SITE ADDRESS, PLAN CHECK & PERMT NUMBERS, STAGES & ELEMENTS OBSERVED, DATE OBSERVED, & COMPLETE CONTACT INFORfv\11.TION FOR STRUCTURAL OBSERVER. 8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED, SH.All INCLUDE THE LICENSE STAMP 8 SIGNATURE OF THE STRUCTURAL OBSERVER RESPONSIBLE FOR THE PROJECT. 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE REQUIRED INSPECTIONS BYTHE CITY OF NEWPORT BEACH. 3 THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL OBSERVATION REPORTS. 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE 5. THE REQUIRED SITE VISITS SHALL AT AMNIMJM INCLUDE THE FOLLO~!ING A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE POU~ B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY OF NEWPORT BEACH 'COMPLETE FRAMNG INSPECTION''. AND, C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMNED BY THE DESIGN ENGINEER OR STRUCTURAL OBSERVER. 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF NEWPORT BEACH ''STRUCTUR.bl. OBSERVATION REPORT' FORM, OR A SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL OBSERVATION REPORT. 9 EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER OR OWNER"S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING INSPECTOR. 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR ACCEPTANCE OF STRUCTUR.bl. WORK BY THE BUILDING INSPECTOR. 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED 12 FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS-TEM BY THE CHIEF BUILDING OFFICIAL. OR DESIGNEE, WILL NOT OCCUR UNTIL THE FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH CHI\NGES BY THE CHIEF BUILDING OFFICIAL. OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN PROFESSIONAL AND/OR CONTRACTOR PRIOR TO INSTALLATION AND/OR CONSTRUCTION OF SAID CHANGES. STRUCTURAL OBSERVATION SCHEDULE SITE ADDRESS: 710 Jasmine Ave, Corona Del Mar, CA 92625 I PC#: 0474-2020 TO BE COMPLETED BY THE DESIGN ENGINEER. AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE. PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION \I\IHEN THE STRUCTURAL OBSERVATION\NILL BE PERFORMED TYPE STRUCTURAL ELEMENTS AND/OR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION CONNECTIONS TO BE OBSERVED ri(I FOOTINGS, SLAB FOUNDATION, ANCHORS AFTER PLACEMENT OF REINF. PRIOR TO CONCRETE AT ALL PHASES ~ z ~ □ MAT FOUNDATION, PRESTRESSED CONG. SLAB " z □ CAISSON. PILE, GRADE BEAM ~ 0 ~ □ OTHER· 0 CONCRETE ~ ~ ~ □ MASONRY ~ ~ Kl WOOD OR MANUFACTURED SHEAR PANELS AFTER ALL PLACEMENT & NAILING PRIOR TO FINISH w " ~ Ki OTHER: Hardy Frame Panel AFTER PLACEMENT OF ANCHOR BOLTS AND REINF. PRIOR TO CONCRETE □ STEEL MOMENT OR BRACED FRAME ~ □ CONCRETE MOMENT FRAME w "' i;l □ MASONRY WALL FRAME ~ □ OTHER: □ CONCRETE ~ " "' □ STEEL DECK i;l " ~ 0 wooo s " □ OTHER· FINAL lx:. FINAL OBSERVATION & REPORT AFTER ALL PLACEMENT & NAILING PRIOR TO FINISH FCRMcl.ITTRU CTURAl J:!SER-✓~TIO.~ GEflER'-l ~OTES & 8CCEDllLE 1(l.,0 11 12 Adhesives= sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4 504.1 or Table 4 504 2 (4 504 21) ADHESIVE voe LIMIT 1,2 /Less Water and Less Exemot Comoounds in Grams oer Liter ARCHITECTURAL APPLICATIONS voe LIMIT Indoor carpet adhesives 50 Caroet oad adhesives 50 Outdoor caroet adhesives 150 Wood floorinq adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic tile adhesives 65 VCT and asphalt tile adhesives 50 Drwo,1all and oanel adhesives 50 Cove base adhesives 50 Multipuroose construction adhesives 70 Structural qlazinq adhesives 100 Sinale-olv roof membrane adhesives 250 other adhesives not specifically listed 50 SPECIAL TY APPLICATIONS PVC weldina 510 CPVC weldinq 490 ABS weldinq 325 Plastic cement weldina 250 Adhesive primer for plastic 550 Contact adhesive 80 Special ournnse contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS Metal to metal 30 Plastic foams 50 Porous material (excem wood) 50 Wood 30 Fiberalass 80 1. If an adhe-sive is u-sed to bond dssimilar sub-strates together, the adlesive with the highestVOC content shall be allowed. 2. For additional information regarding methods to measure VOC cor,tent specified in table, see South Coast Air Quality Management District Rule 1168. SEALANT voe LIMIT (Less Water and Less Exempt Compounds in Grams per Liter SEALANTS voe LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadwav 250 Sinqle-ply roof membrane 450 Other 420 SEALANT PRIMERS Architectural Nonporous 250 Porous 775 Modified bituminous 500 Marine deck 760 Other 750 3 13. Paints, stains= and other coatings shall be compliant with vex::: and other toxic compound limits set forth 1n Table 4 504.3. (4.504.2.2) voe CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2•3 (Grams of voe per Liter of Coating, Less Water and Less Exempt Compounds) COATING CATEGORY voe LIMIT Flat coatinas 50 Nonflat coatinqs 100 Nonflat-hiah a loss coatinas 150 Soecialtv Coatinas Aluminum roof coatinqs 400 Basement specialty coatinas 400 Bituminous roof coatinas 50 Bituminous roof primers 350 Bond breakers 350 Concrete curina comoounds 350 Concrete/masonry sealers 100 Driveway sealers 50 Orv foq coatinqs 150 Faux finishinq coatinqs 350 Fire resistive coatinqs 350 Floor coatinqs 100 Form-release comoounds 250 Graphic arts coatinqs (siqn paints) 500 Hiah temperature coatinqs 420 Industrial maintenance coatinas 250 Low solids coatinas1 120 Maqnesite cement coatinqs 450 Mastic texture coatinas 100 Metallic Piamented coatinas 500 Multicolor coatinqs 250 Pretreatment 1.'lash primers 420 Primers sealers and undercoaters 100 Reactive r.:>netratina sealers 350 Recycled coatinas 250 Roof caatinas 50 Rust oreventative coatinas 250 Shellacs Clear 730 Opaque 550 Specialty primers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimminq mol coatinqs 340 Traffic markinq coatinqs 100 Tub and tile refinish coatinas 420 Waterproofinq membranes 250 Wood coatinqs 275 Wood preservatives 350 Zinc-rich orimers 340 1 Grams of VOC per liter of coating, including water and including exempt compounds 2. The specified limits remain in effect unless revised limits ere listed ill subsequent columns in the hible 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatir,gs Suggested Cor,trol Measure, February 1, 2008. More information is available from the Air Resources Board. 4 CITY OF NE.WPORT BEACH COMMUNITY DEVELOPJ\1ENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P O Box 1768 I Newport Beach, CA 92658-8915 vNm. newportbeachca.gov I (949) 644-3200 2019 CALGREEN -RESIDENTIAL MINIMUM REQUIREMENTS Scope 1 2019 California Green Building Standards Code (CG) is applicable to all nevv residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101 3.1(3)). 2. 2019 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3 New one and two family ct-.vellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as 'EV CAPABLE" d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE" CorrUst\RESIDE~JTIAL CALGr..8nVla~di:;IO;-ytvi88SU'8:i 02/21/:020 1 Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5 Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65°/r;, of the nonhazardous construction and demolition waste. ( 4408.1, 4408. 3) Water Efficiency and Conservation 6. New residential developments shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1). FIXTURE TYPE MAXIMUM FLOW RATE Sinale Showerheads 1.8 nnm rn1 80 psi Multiple Showerheads Combine flow rate of 1.8 □om rw80 osi Residential Lavatory Faucets 1.2 nnm rm 60 psi2 Common and Public use Lavatorv Faucets 0.5 nnm (n) 60 osi Kitchen Faucets 1.8 Jorn 1rn 60 osi Meterinq Faucets 0.2 qallons per cycle maximum Water Closets 1.28 aallons/flush1 Wall Mounted Urinal 0.125 aallons/flush All Other Types of Urinal 0.5 Qallons/flush 1. Includes single and dual Hush water closets with an effective Hush rate of 1.28 gallons or less when tested per ASME A122.19.233.2 for single flush and ASMEA112.19.14 for dual fiush toilets. 2. Lavatory faucets shall not ha\le a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8 Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505 3)· a. Moisture content shall be determined vvith either a probe-type or contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the vvall and floor framing. 9. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (1)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. ( 4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3). a. Carpet and Rug lnstitute's Green Label Plus Program. b. California Department of Public Health Specification 01350 c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage™ Gold 11 Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4 504.4)· a voe emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database b. Products certified under UL GREENGUARD Gold c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program d. California Department of Public Health Specification 01350 CorrListlRESIDE~JTIAL CfllGr88nVla~d1:;to;-ytvi,;asu·e:, 02111/:020 2 \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE '-----INTERIORS 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 PA2021-087 LEGEND (123.45) ( ) # s N.G. P.P. v/M F.F. G.F. CONC. F.S. M.H. p A.C. T.G. DESCRIPTION MEAS. ELEVATIONS REC. BRG. & DIST. BRICK DECK v/ALL BUILDING PROPERTY LINE FENCE BENCH MARK NATURAL GRADE PDv/ER POLE v/ATER METER FINISH FLOOR GARAGE FLOOR CONCRETE FINISH SURFACE MAN-HOLE PLANTER ASPHALT TOP-GRATE RdM SURVEYING INC. RON MIEDEMA L.S. 4653 23016 LAKE FOREST DR. 11409 LAGUNA HILLS, CA 92653 (949) 858-2924 OFFICE (949) 422-1869 CELL RDMSURVEYING@C □X.NET 173 0 15.42 ng 172 o 15.35 ng ~ 5 ~ ~ ~ ~ u 0 • T PROPERTY LINE ' u z □ u u z □ u = 0 -a 0 . --0 0 0 °' 0 N II) • 0 -o 0 00 II) II II 11 Q~ ..a , .. 'f;: -I!> BBQ C□NC. 16.35FS CONC. 12.39 C□NC. C□NC. CONC. CONC. I : I I I I I I I I I I: I I I I I I I I I I I I 11 I I I II I I z 0 ... f-< u Ill i ~ 0 f-< ~ 0 --'-0 "' f 0 :,!" °' II) 0 r--~ CONC. C□NC. N20°47'19" RAD. CONC. ,___ __ ,_c,o---t~ C□NC. PROPERTY LINE CONC. 16.75FT RESIDENCE ""'""'-'__..= t ~ CONC. C□NC. C□NC. • 16.36 C□NC. COVERED AREA ,.,, 16.59 ~C□NC. p •• CONC. p 5' 0 12.21 rs p C□NC. p "'!'~ CONC. CONC. C□NC. /],I / CONC. :.>-'-p ~ P ---. CONC. 60616.5:,r---~ p FOUNTAIN P o- \ \ \ \ \ CONC. cp P - \ N20°27'13"E RAD. \_ ________ _ RESIDENCE .---------✓----N-20_0_19-'4_4-"E-80.00' i ' ~ ~ ~ i ~ c □N:./ \ ,---------/I GARAGE I _N20°27'12_"E RAD._JI CONC. 12.05 C[JIIC. CONC. -2'GUTIER I ,1 I I I 11 I ' t, CONC. 36 0 1.20 rs CONC. l 12.06 CONC. N20°27'18"E RAD. ___ ? ______ _ .~ C□NC. ❖- CONC. ,! ! : ! (:: ~ TOPOGRAPHIC SURVEY Dv/NER: Cefo.lio. LEGAL DESCRIPTION: JOB: (77-67) DATE: 11/2/2020 THAT P□RTl□ N or LOTS 9 AND 10 IN BLOCK c or TRACT ND. 518, IN THE CITY or NEWPORT BEACH. COUNTY or ORANGE. STATE or CALIFORNIA. AS PER MAP RECORDED IN BOOK 17, PAGES 33 TD 36 INCLUSIVE OF MISCELLANEOUS MAPS. IN THE OFFICE OF THE COUNTY RECORDER □F SAID COUNTY MORE PARTICULARLY DESCRIBED AS PARCEL 1 OF LDT LINE ADJUSTMENT N.B.LLA. 94-10 RECORDED DECEMBER 1, 1994, AS INSTRUENT N□. 94-693695, OFFICIAL RECORDS. BENCH MARK: BM!!: NBl-4-71 ELEVATION: 7.83 DATUM: NAVD88 O' 8' 16' SCALE 1"~8' EASEMENT NOTE: THE PLAT FDR THIS SURVEY v/AS PREPARED v/lTH □UT A TITLE REPORT. UNPL □TTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. SURVEYOR DR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS DR OFFSETS BEFORE STARTING GRADING. ADDRESS OF PROJECT: 17 40 E. OCEANFRONT NEWPORT BEACH 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 REPORTPA2021-087CERTIFICATE OF COMPLIANCE CFIR-PRF-OlE CERTIFICATE OF COMPLIANCE CFlR-PRF-OlE CERTIFICATE OF COMPLIANCE CFlR-PRF-OlE Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:52:11-08:00 (Page S of 12) Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:52:11-08:00 (Page 3 of 12) Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:52:11-08:00 (Page 1 of 12) Calculation Description: Title 24 Analysis Input File Nome: 1740 E Oceanfront 02122021-l.ribdl9x Calculation Description: Title 24 Analysis tnput File Name: 1740 E Oceanfront 02122021-1.ribd19x Calculation Description: Title 24 Analysis Input File Name: 1740 E Oceanfront 02122021-1.ribd19x OPAQUE SURFACES· CATHEDRAL CEILINGS REQUIRED SPECIAL FEATURES GENERAL INFORMATION 01 02 03 04 OS 06 07 08 09 10 11 The following are feature:s that must be installed as condition for meeting the modeled energy performance forth is computer analysis. 01 Project Name Oceanfront Project Skylight Area Roof Rise (x in Roof • Ducts with high level of insulation 02 Run Title Title 24 Analysis Name Zone Construction Alirnutll Orientation Area (tt2) (ft'I Roof Emittance Cool Roof • Floor has high level of insulation 121 Reflectance 03 Project Location 1740 East Oceanfront • Non-standard duct location (any location other than attic) Standing Seam Main Home Metal R-22 Roof 180 Back 1100 0 3 0.1 0.85 No 04 City Newport Beach OS Standards Version 2019 Roof ISi No Attic HERS FEATURE: SUMMA.RY 06 Zip code 92661 07 Software Version EnergyPro8.1 Standing Seam Main Home Metal R-22 Roof 0 ~ront 562 0 3 0.1 0.85 No The following is a summary of the feiltures that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis, Additional Roof (N) No Attic 08 Climate Zone 6 09 front Orientation (deg/ Cardinal) 0 det.iil is provided in the buildng tables below. Registered CF2Rs and CF3Rs .ire required to be completed in the HERS Registry Building Type Single family Number o-f Dwelling Units 1 Flat R-22 Roof 10 11 Fli:lt Roof (E) Main Home No Attic 90 Left 284 43.8 0.3 01 0 85 No Building-level \Jerifications: . Quality insulation installation (QII) 12 Project Scope NewConstruction 1.3 Number of Bedrooms 3 Flat Roof (W) Main Home Flat R-22 Roof 270 Right 284 0 0.3 0.1 0.85 No • Indoor air quality ventilation 14 Addition Cond. floor Area (ftz) 0 15 N1.1mber of Stories 2 No Attic Cooling System Verifications: • Minimum Airflow 16 Existing Cond. Floor Area (ft2) n/a 17 Fenestration Average LI-factor o.~1 FEN£STRAT10N / GLAZING • Verified Refrigerant Charge Total Cond. floor Area (tt2) 4245 Glaling Percentage(%) 24.56% 18 19 • Fan Efficacy Watts/CFM 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 Heating System Verifications: r: ----20 ADU Bedroom Count 0 -r-'1 ~ ADU Conditioned Floor Area 0 SHGC • Verified heat pump rated heating capacity .. , ~, C . :.d' I ll . Width Height Area Li-factor Elrterior HVAC Distribution System Verifications: 22 Is Natural Gas Avaflable? Yes Name Type Surface Orientation Azimuth Mult. LI-factor SHGC Sourc (ft) (ft) (tt1) Source Shading • Duct leakage testing -= l I ...,..___.. ~N " . 11 ..---, I I e • Ducts located entirely in conditioned space confirmed by duct leakage testing COMPLIANCE RESULTS r ..... ,... .......... ,.,. 'I I ,...... r ..... 2-Window Window Right Exterior Wall Right 270 1 12.3 0.47 NFRC 0.19 NFRC Bug Screen Domestic Hot Water System Verifications: 01 Building Complies with Computer Performance 3-Window Window Righi E:Kterior Wall Right Z70 I 12.3 0.47 NFRC 0.19 NFRC Bug Screen • --None --02 This building incorporates features that require field testing and/or 'oferificalion by a certified HERS rater under the supervision of a CEC-approved HERS pro'ofider. 4-Window Window Right Exterior Wall Right 270 1 16.9 0.34 NFRC 0.24 NFRC Bug Screen This buflding incorporates one or more Special Features shown below BUILDING -FEATURES INFORMATION 03 5-Window Window Right Exterior Wall Right 270 1 12.3 0.34 NFRC 0.24 NFRC Bug Screen 01 02 03 04 OS 06 07 6-Win<low Window Right Exterior Wall Right 270 I 12.3 0.34 NFRC 0.24 NFRC Bug Screen Proje-ct Name Conditioned Floor Area (ft2) Number of Dwelling Number of Bedrooms Number of zones Number of Ventilation Number of Water E·Gls Door Window Rear Exterior Wall Back 180 1 161.7 0.39 NFRC 0.22 NFRC Bug Screen Unit$ Cooling Sy.$1:ems Heating Systems \\,;1.0 Affcf/1 ""' l",-. .:) MITCHELL SCOTT c>_,. F-Gls Door Window Right Ederior Wa II 2 Right 270 1 75 0.39 NFRC 0.22 NFRC Bug Screen Oceanfront Project 4245 l 3 1 0 l ROCHELEAU G-Gls Door Window Rear Exterior Wall 2 Back 180 1 205.8 0.39 NFRC 0.22 NFRC Bug Screen * C·36977 * 7-Window Window left Exterior Wall left 90 1 40 0.34 NFRC 0.24 NFRC Bug Scree-n ZONE INFORMATION 8-Window Window front Exterior Wall Front 0 1 32 0.3 NfRC 0.24 NFRC Bug Screen 01 02 03 04 05 06 07 A-Gls Door Window Left Exterior Wall 2 left 90 1 37.5 0.43 NFRC 0.19 NFRC Bug Screen Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Celling Height Water Heating System 1 Waler Heating System 2 1-Wirn:low Window Left Exterior Wall 2 Left 90 1 25.3 0.34 NFRC 0.24 NFRC Bug Screen Main 1--lome Conditioned New HVACl 4245 10.9 DHW Sys 1 N/A 10-Window Window Front Eli:terior Wall 2 Front 0 1 10 0.34 NFRC 0.24 NFRC Bug Screen Registration Number: Registration Date/Time: HERS Provider; Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Oate/Time: HERS Provider: 221-P010033290A-OOO-OOO·OOOOOOO•OOOO 2021-02-25 09:24 32 CalCe'.FITS inc. 221-P010033290A·OOO,OOO-OOOOOOO·OOOO 2021-02-25 De24 32 CalCE.FITS inc. 221-F:°0 I 0033290A·OOO-OOO-OOOOOOO·OOOO 2021-02-25 QS:24 32 CalCE.FITS lrn; CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021-02-17 12:54:02 CA Building Energy Efficiency Standards• 2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021-02-17 12:54:02 CA Building Energy Efficiency Standards• 2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021•02.•17 12:54:02 Schema Version: rev 20200101 Schema Version: rev 20200101 Schema Version: rev 20200101 ROST-CERTIFICATE OF COMPLIANCE CFIR-PRF·OlE CERTIFICATE OF COMPLIANCE CFIR-PRF·OlE CERTIFICATE OF COMPLIANCE CFIR-PRF-OlE Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:52:11-08:00 (Page 6 of 12) Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:52:11-08:00 (Page 4 of 12) Project Name: Oceanfront Project Calculation Date/Time: 2021-02-17T12:S2:11-08:00 (Page 2 of 12) ARO-HTECTURE ._ _____ INTERIORS Calculation Description: Title 24 Analysis Input File Nome: 1740 E Oceanfront 02122021-l.ribd19x Calculation Description: Title 24 Analysis Input File Nome: 1740 E Oceanfront 02122021-1.ribdl9x Calculation Description: Title 24 Analysis Input File Name: 1740 E Oceanfront 02122021-l.ribdl9x FENESTRATION/ GLAZING OPAQUE SURFACES ENERGY DESIGN RATING 01 02 03 04 OS 06 07 08 09 10 11 12 13 14 01 02 03 04 OS 06 07 08 Energy Oe5ign Ratings Compliance Margins Width Height Area u~tactor SHGC Exterior Name Type Surface Orientation Azimuth Mult. (ft') U•factor SHGC Sourc Name Zone Con§.truction Alimuth Orientation Gross Area (ft2) Window and Door Tilt (deg) I (ft) (ft) Source Shading Area (ft2) Efficiem;:y1 {EOR} TotaP (EDR) Efficiency' {EOR} Tot;af {EDR} e 11-Window Window Front Exterior Wall 2 Front 0 1 '6 0,47 NFRC 0.19 NFRC B1,1g screen Right Exterior Wall Main Horne l'l.-21 Wall 270 Right 422.S. 66.1 90 Standard Design 42.9 22.7 12-Window Window Front Exterior Wall 2 Front 0 1 11.3 0.34 NFRC 0.24 NFRC Bug Screen Rear E)(terior Wall Main Home R-21 Wall 180 Bac:k 205.8 161.7 90 I Proposed Design 42.9 22.7 0 0 13-Window Window Front Exterior Wall 2 Front 0 1 11.3 0.34 NFRC 0.24 NFRC Bug Screen Right Exterior Wall 2 Main Home R-21 Wall 270 Right 92.1 75 90 14.window Window Front Exterior Wall 2 Front 0 1 11.3 0.34 NFRC 0.24 NFRC Bug Screen Rear Exterior Wall 2 Main Home R-21 Wall 180 Back 244.7 205.8 90 RESULT:~: COMPLIES 15-Window Window Front Exterior Wall 2 Front 0 1 14.9 0.34 NFRC 0.24 NFRC Bug Screen Left Exterior Wall Main Home R-21 Wall 90 Left 317.8 40 90 1: Efficiency EOR includes improvemenl!i to the building envelope and more efficient equipment 16-Window Window Front Eict:erior Wall 2 Front 0 1 14.9 0.34 NFRC 0.2.4 NFRC Bug Screen Front Exterior Wall Main Home R-21 Wall 0 Front 81.3 32 90 2: Total EDR includes efficiency and demand response me.arnres such as photovoltaic (PV) systems and batteries 17-Window Window Front Exterior Wall 2 Front 0 1 12.3 0.34 NFRC 0.24 NFR,C Bug Screen Left hterior Wall 2 Main Home R-21 Wall 90 left 257.3 62.8 90 3: Building complies when efficiency and total compliance margins are greater than or equal to zero • Standard Design PV Capacity: 2.96 kWdc 18-Wifldow Window Front Exterior Wall 2 Front 0 1 12.3 0,34 NFRC 0.24 NFRC Bug ScreF?n Front E1tterior Wall 2 Main Home R-21 Wall 0 Front 546 136.6 90 • PV System resized to 2.96 kWdc (a factor of 2,959) to achieve 'Standard Design PV' PV scaling 19-Window Window Front Exterior Wall 2 Front 0 1 12.3 0.34 NFRC 0.24 NFRC Bug Screen Right Exterior Wall 3 Main Home R-21 Wall 270 Right 7313 50.2 90 20-Window Window Right E)(terior Wall 3 Right Rear Exterior Wall 3 Main Home R-21 Wall 180 Back 287 48.3 90 . 270 1 10 06 NFRC 0.7 NFRC Bug Screen ENERGV USE SUMMARY "' -26-Window Window Right ExteriorWall 3 Right 270 1 26 0.47 NFRC 0.19 NFRC Bug Screen Right Elcterior Wall 4 Main Home R-21 Wall 270 Right 35 20 90 I I I 22-Window Window Right Exterior Wall 3 Right 270 1 14.2 0.34 NFRC 0.24 NFRC Bug Screen Rear Exterior Wall 4 Main Home R-21 Wall 180 Back 315 68.4 90 Energy Use (kTDV/tt2-yr) Standard Design Proposed Design Compliance Margin Percent Improvement 23-Window Window Rear Exterior Wall 3 Back 180 1 16.1 0,34 NFRC 0.24 NFRC Bug Screen Left hterior Wall 3 Main Home R-21 Wall 90 Left 317.8 0 90 Space 1--leating 10.73 10.32 0.41 3.8 24-Window Window Rear Exterior Wall 3 Back 180 1 16.1 0.34 NFRC 0.24 NFRC Bug Screen Front E:ii:terior Wall 3 Main Home R-Zl Wall 0 Front 38.5 32 90 Space Cooling ,.9 4.99 -1.09 -27.9 25-Window Window Rear Exterior Wall 3 Back 180 1 16.1 0.34 NfRC 0.24 NFRC Bug Screen Left hterior Wall 4 Main Home R-21 Wall 90 left 439.7 0 90 IAQ Ventilation 2.03 2.03 0 0 26-w·indow 2 Window Right E)(terior Wall 4 Right Main Water He3ting 5.95 5.26 0.69 11.6 270 1 5 0.31 NFRC 0.24 NFRC Bug screen Front Interior Wall R-21 Wall1 n/a n/a 369.2. 0 n/a Home>> _Garage_ Self Utilization Credit n/a 0 0 n/a 27-Window Window Right Exterior Wall 4 Right 270 1 15 0.34 NFRC 0.24 NFRC Bug Screen Raisei:I Floor Main Home R-22 Floor No Crawlspace n/a n/a 1078 n/a n/a Compliance Energy Total 22.61 22.6 0.01 0 28-Window Window Rear Exterior Wall 4 Back 180 1 22.8 0.34 NFRC 0.24 NFRC Bug Screen 29-Window Window Rear Exterior Wall 4 Back 22.8 0.34 NFRC 0.24 NFRC Raised Floor 2 Main Home R-22 Floor No Crawlspace n/a n/a 163 n/a n/a 180 1 Bug Screen REQUIRED PV SYST£MS ~ SIMPLIFl£0 Interior floor Main Home R-22 Floor No Crawlspacel n/a n/a 1662 n/a n/a 30-Window Window Rear Exterior Wall 4 Back 180 1 22.8 0.34 NFRC 0.24 NFRC Bug Screen Interior Floor 2 Main Home R-22 Floor No Crawlspacel n/a n/a 758 n/a n/a 01 02 03 04 05 06 07 08 09 10 11 12 8-Window 2 Window Front Exterior Wall 3 Front 0 1 32 03 NFRC 0.24 NFRC Bug Screen Front Exterior Wall 4 _Garage_ R-21 Wall 0 Front 369.2. 0 90 DC System Size Azimuth Tilt Array Angle Inverter Eff. Annual Sl-Skyligl\t Skylighl Flat Roof (E) Left 90 I 14.6 0.3 NFRC 0.23 NFRC None Exception Module Type Array Type Power Electronics CFI Tilt: (x in 12) Solar Access Right hterior Wall 5 _Garage_ R-21Wall 270 Right 23-7.4 0 90 lkWdc) (deg) Input {deg) (%1 S2-5kyligflt Skvli~ht flat Roof (E) Left 90 1 14.6 0.3 NFRC 0.23 NFRC None {%) S.3-Skylight Skylight Flat Roof (E) left 90 1 14.6 0.3 NFRC 0.23 NFRC None Left Exterior Wall S _Garage_ R-21 Wall 90 Left Z37.4 0 90 Fixed (roof 2.96 NA Standard mountt none true 150-270 n/a n/a <=7:12 96 100 Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Date/Time: HERS Provider: Registration Number: Registration Oate/Time: HERS Provider: 221-P010033290A-OOO-OOO-OOOOOOO·OODO 2021-02-25 09:24:32 CalCEFITS inc 221-P010033290A-OOO-OOO-OOOOOOO·OOOO 2021-02-25 09:24:32 CalCE.FITS inc 221 -PO I 00332!lOA-OOO-DOO-OOOOOOO·OOOD 2021-02-25 09:24:32 CalCEFITS inc-CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 202.1-02-17 12:54:02 CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021-02-17 12:54:02 CA Building Energy Efficiency Standards -2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021-02.-17 12:54:02 Schema Ver5ion: rev 20200101 Schema Version: rev 20200101 Schema Version: rev 20200101 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 REPORTPA2021-087CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis IAQ (INDOOR AIR QUALITY) FANS 01 02 Dwelling Unit IAQCFM SFam IAQVentflpt 145 Registration Number: 221 •P0100332'30A ·000•000•OOCHJOO0·0000 03 IAQ Watts/CFM 0.25 CalC CA Building Energy Efficiency Standards• 2019 Resider1tial Compliance CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of CompliaJ1ce document.itiOn is accurate and complete. Ooc:umentation Aulhor Name James Perkins Compan'(: Building Economics, LLC Address: 17961 Larcrest Circle City/State/Zip: Hun1inglan Beach, CA 92647 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury. under the laws of the State of California: Calculation Date/Time: 2021-02-17T12:52:11-08:00 Input File Name: 1740 E Oc.eanfront 02122021-1.ribd19x CFlR-PRF-OlE (Page 11 of 12) 04 IAQ Fan Type DefaLJlt -.-----.,-·-,r---~· -l I Registration Date/Time: 2021•02•25 09:24:32 Report Versior1: 2019.1.108 Schema Version: rev 20200101 05 06 IAQ Recovery Effectiveness -IAQ Recovery Effectivene~ (%) SREIAQ Recovery Effectiveness • SRf: 0 n/a C. HERS Provider: CillCEATS inc. Report Generated: 2021·02•17 12:54:02 Calculation Date/Time: 2021-02-17T12:52:11-08:00 Input File Name: 1740 E Oceanfront 02122021-1.ribd19x CFlR·PRF·OlE (Page 12 of 12) Documentation Author Signature: Signa1ure Dale: 2021-02-22 13:39:24 CEA/ HERS Certlfi.cation Identification (If applicable): Phone: 562-221-8344 1. I am eligible under Division 3 of the Business .and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance, I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24. Part land Part 6 of the Lllifornia Code of Regulations. ihe building design features or system design features identified on this Certificate of Compliance are consistent with the informiltion pro11ided on other applicable compliance documents, worksheels, calcula1ions, plans and specifications submitted to the enforcement ;igenc,, for approval with thls buildfng permit application. Responsible Designer Name: Responsible Designer Signature: Mitchell Rocheleau ---------... ----compiln'(: Rost Architects t t t H ~ Date Signed: 2021-02-25 09:24:32 Address: License: 16530 Bake Parkway C-36977 City/State/Zip: Phone: Irvine, CA 92618 210-771-1615 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsfbility for the accuracy of the information. Registration Number: Regi.stratio11 Date/Time; 221 -F'010033290A ·0D0-000-OOCHJOOD·0D00 2021-02-25 0924 32 CA Building Energy Efficiency Standards -2019 Resider1tial Compliance Report Ver.sior1: 2019.1.108 Schema Version: rev 20200101 II Easy lo Veril',' at CalCEATS.com HERS Provider: CalCEFITS inc Report Generated: 2021-02-17 12:54:02 CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis WATER HEATING· HERS VERIFICATION 01 02 03 04 Calculation Date/Time: 2021-02-17Tl2:52:11-08:00 Input File Name: 1740 E Oceanfront 02122021-1.ribd19x 05 06 07 CFIR-PRF-OlE {Page 9 of 12) 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact Dhtribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Re-cmrer,. DHW Sys 1 -1/1 Not Required Not Required Not Required None Not Required Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 01 08 10 11 Name System Type Heating Unit Cooling Unit Fan NamE' Distribution Name Required Th,ermostat Type Status Verified Heating Ewisting Equipment Cooling Equipment Count NamE' NamE' New HVACl Heat pump heating cooling Heat Pump Heat Pump System 1 System 1 HVAC Fan 1 HVAC • HEAT PUMPS 01 oz 03 04 05 06 Heating Air Distribution System 1 07 Cooling Setback 08 Condition Co1.1nt New NA 1 1 011 11 Name System Type Number of Units 1-----~----~----+-----~--------l HSPF/COP Cap 47 Cap 17 SEER EER Zonally Controlled Compressor Type HERS Verifitation Heat Pump System 1 Central s.plit HP 1 HVAC HEAT PUMPS• HERS VERIFICATION 01 Name Heat Pump System l-hers-htpump Registration Number: oz 03 Verified Airflow Airflow Target Required 150 221 •P0 10033290A ·000•000·OOOOOO0 ·0000 8.2 60000 04 Verified EER Not Required CA Building Energy Efficiency Standards• 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis HVAC-DISTRIBUTION SYSTEMS 01 Name Air Distrib1.Jtion System 1 02 Type ConctitioneO space-entirely HVAC DISTRIBUTION· HERS VERIFICATION 01 Name Air Distribution System 1-hers•dist HVAC -FAN SYSTEMS oz Duc:t Leakage Verification Yes 01 Name 03 Design Type Non-Verified 03 Duct Leakage Target{%) 5.0 04 05 Duct Ins. R-value Supply Return R-8 04 Verified Duct Location Required R-8 02 Type 48000 05 Verified SEER Not Required 14 11.7 06 Verified Refrigerant Charge Yes Zonally Controlled 07 Verified HSPF No Single Speed 08 Verified Heating Cap47 Yes Heat Pump System 1-hers·htpump 011 Verified Heating Cap 17 Registration Date/Time: HERS Provider: 2021•02·25 09:24:32 Ci1ICEATS inc. Report Version: 2019.1.108 Report Generated: 1021-0Z·l 7 12:54:02 Schema Version, rev 20200101 Calculation Date/Time: 2021-02-17T12:52:11-08:00 Input File Name: 1740 E Oceanfront 02122021-1.ribd19x CFIR·PRF·OlE [Page 10 of 12) 06 07 08 09 Duct Location Surface Area Supply Return Supply Return Conditio Conditio ned Zone ned Zone n/a n/a 05 06 07 Verified Duct Design Buried Ducts Deeply Buried Ducts. Not Required Not Required Credit not taken 03 Fan Power (Watts./CFM) 10 11 12 Bypass Duct Duct Leakage HERS Verification NO Bypass Duct 08 Sealed and Tested Law-leakage Air Handler Not Require-d Air Distribution System 1-hers•dist 011 Low Leakage Ducts Entifely in ConditioJ1ed Space No 04 Name HVAC Fan 1 HVAC Fem 0.58 HVAC Fan 1-hers-fan HVAC FAN SYSTEM5 -HERS VERIFICATION 01 02 03 Name verified Fan watt Draw Required Fan Efficacy {Watts/CFM) HVAC Fan 1-hers-fan Required 058 Registration Number: Registration Date/Time: HERS Provider; 221-F'0 10033290A ·0D0·000-OOOOOO0·0D0D 2021-02-25 OB.24:32 CalCEFffS inc CA Building Energy Efficiency Standards• 2019 Residential Compliance Report Version: 2019.1.108 Report Generated: 2021-02-17 12:54:02 Scl1ema Version rev 20200101 CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis SLAB FLOORS 01 02 Name Zone Slab-on-Grade Main Home Slab-on-Grade 2 _Garage_ OPAQUE SURFACE CONSTRUCTIONS 01 Construction Name R·Zl wan Metal R-22 Roof No Attic Flat R~22 Roof No Attlc R·21 Walll R-22 Floor No Crawlsp.ac:e Registration Number; 02 Surface Type EKlerior Walls Cathedral Ceilings Cathedral Ceilings Interior Walls Exterior Floors 03 Area fft2) 584 758 03 Construction Type Wood Framed WdH Wood Framed Ceiling Wood Framed Ceiling Wood Framed Wall Wood Framed Floor 221 •P0 I 0033290A·000-O00•OOOOOO0·0000 CA Building Energy Efficiency Standards• 2019 Residential Compliance CERTIFICATE OF COMPLIANCE Project Name: Oceanfront Project Calculation Description: Title 24 Analysis OPAQUE SURFACE CONSTRUCTIONS 01 Construction Name R-22 Floor No Crawlspacel 02 Surface Type Interior Floors BUIWING ENVELOPE -HERS VERIFICATION 01 03 Construction Type Wood Framed Floor 02 Calculation Date/Time: 2021-02-17T12:52:11-08:00 Input File Name: 1740 E Oceanfront 02122021-1.ribd19x CF1R-PRF-01E {Page 7 of 12) 04 05 06 07 Perimeter (ft) Edge lnsul. R-value and Depth Carpeted Fraction Heated 21 78 04 Framing 2x6@ 16 in. 0. C. 2x10@ 16 in. 0. C. 2x10@ 16 in. 0, C. 2x6@ 16 111. 0. C. 2x8@ 16 in. a. c. OS Total Cavity R•value R·21 R-22 R-22 R-21 R-22: Registration Date/Time: None None 06 Interior/ Exterior Continuous R-value None/ None None/ None None/ None None/ NonR None/ None 07 U-factor 0.069 0.045 0.046 0.064 0.044 80% 0% No No 08 Assembly L.lyers Inside Finish: Gypsum Bo<1rd Cavity/ Frame: R·21 / 2x6 Ex.terior Finish: 3 Co.:it Stucco Roofing: light Roof (Metal Tile) Tile Gap: present Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: R-22 / 2x10 Inside Finish: Gypsum Board Roofing; Light Roof (Asphalt Shingle} Roof Deck: Wood Siding/sheathing/decking Cavity/ Frame: R·22 / 2io:10 Inside Finish: Gypsum Board Inside Finish: Gypsum Board Cavity/ Frame: R·21 / 2K6 Other Side Finish: Gypsum Board Floor Surface: Carpeted Floor Deck: Wood Siding/sheilthirig/decking Cavity/ Frame: R-22 / 2)(& HERS Provider: 2021 ·02•25 ~:24:32 CillCEATS inc. Report Version: 2019.1.108 Report Generated: 2021-0Z-17 12:54:02 Schema Version: rev 20200101 Calculation Date/Time: 2021-02-17T12:52:11-08:00 Input File Name: 1740 E Oceanfront 02122021-l.ribd19x CFlR·PRF·OlE (Page 8 of 12) 04 Framing 2x8@ 16 in. 0. C. OS Total Cavity R-value R-22 06 07 Interior/ Exterior Continuous U-factor R-value None/ None 0.042 03 08 Assembly Layers Floor S1.1rfac;:e: Carpeted Floor Deck: Wood Siding/sheathing/decking cavity/ Frame: R-22 / 2M:8 Ceiling Below Fini~h: Gvr.isurn Board 04 Quality Insulation lnst.allation (QII) Quality Installation of Spray Foam Insulation Building Envelope Air Leakage CFMSO Reciuired Not Required Not Required n/a I WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Name System Type Distribution Type Water Heater Name(#) Solar Heating System Compact Distribution HERS Verification DHW Sys 1 WATER HEATERS 01 Name DHW Heater 1 Registration Number: Domestic Hot Water (DHW) Standard Distribution System 02 Heating Element Type Gas 03 Tank Type Corasumer lnsta1'1'1aneous 221-F'o I 0D33290A-ooo-ooo.ooooooo.oooo 04 • Units I OS Tank Vol. (gall 0 CA Building Energy Efficiency Standards• 2019 Residential Compliance 06 Energy F:.u;tor or Efficiency DHW Heater 1 (1) 07 Input Rating or Pilot 200000· Btu/Hr 08 Tank Insulation R-value (lnl/Extl 0 Registration Date/Time; n/a 09 10 Standby loss ht Hr. Rating or Recovery or Flow Rate Elf. n/a n/a None 11 NEEA Heat P1.1mp 8rand or Model n/a HERS Provider; n/a 12 T<mk. Location or Ambient Condition n/a :2021·02-25 09:24:32 CalCEfiTS inc Report Version: 2019.1.108 Report Generated: 2021-02-17 12:54:02 Schema Version: rev 20200101 \\o;l.0 Affcf/1 ""' ;-('_ .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ _____ INTERIORS 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 REPORTPA2021-087-2019 Low-Rise Residential Mandatory Measures Summary _W_ 2019 Low-Rise Residential Mandatory Measures Summary Interior Switches and Controls. An energy management control system (EMCS) may be used to comply with control requirements if it § 15-0.0(k)2G: provides functionality of the specified control according to § 110.9; meets the I nstallalion Certificate requirements of§ 130.4; meels lhe EMCS reauirements of I.\ 130.0(e): and meets all olher fPrlUirements in~ 150.0(k\2. § 15().0(k)2H: Interior Switches and Controls. A multiscene programmal>le controller may be used to comply with dimmer requirements in§ 150.0(k) ii ii provides the functi-onalitvof a dimmer accordinQ to Ei 110.9, and comolies with all other applicable reoulrements in§ 150.0{k\2. Interior Switches and Controls. In bathrooms. garages, laundry rooms, and utility rooms, at le.ast one luminaire in each of these :;;paces must § 15().0(k)21: be conlrolled by an occupant sensor or a vacancy sensor providing automatic-off functionality. If an occupant sensor is installed, it must be initially configured to manual-on operation using lhe manual control required under Section 150.0(k)2C. § 15().0[k)2J: lriterior Switches and Controls. Luminaires that are or contain light sources that meet Reference Joint Appendix JA8 requirements for dimmina, and that are not controlled by occupanr:v orvacancv sensors, must have dimminq controls.· § 15().0[k)2K: Interior Switches and Controls. Under cabinet lighting musl be controlled separately from ceiling-installed lighting systems. § 150.0(h)JA: Clearances. Air conditioner and heal pump outdoor condensing units musl have a ciearanc.e of at leasl fiile feet from the outlet of any dryer § 15().0(h)JB: Liquid Line Drier. Air conditioners and heat pump systems rnust be equipped with liquid line filter driers if required, as specified by the manufacturer's instructions. Storage Tank Insulation. Unfired hot water tanks, sueh as storage tanks and backup storage tanks for solar water-heating systems, must have § 150.00)1: a minimum of R-12 edernal insulaUon or R-16 internal insulaUon where the internal insulation R-value is indicated on the ederior of the tank. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water ~ping must l}e insulated as specified in Section 609.11 of the California Plumbing Code. In addi~on, the fotlo'lling piping oondiUons must t1ai/e a minimum § l50.00)2A: insulation wall thickness of one inch or a minimum insulation R-value ol 7.7: the first five feet of cold water pipes from the storage tank; all hot water piping Vlilh a nominal diameter equal to or greater than 314 incti and less thart one, inch; all hot water piping with a nominal diameter less than 314 inCTI that is: associated wilh a domestic hot water recirculation system, from the heating source lo storage lank or between lanks, buried tielow grade. and from the heating source to kitchen fi:.:tures.' Residential Outdoor Lighting. For single-family residential buildings, outdoor lighbng pennanen~y mounted to a residential building, or to other § 15().0(k)JA: buildings on ttie same lot, must meet the requirement ir1 item§ 150.0(k.)3Ai (ON and OFF switch) and lhe requiremerits in either G 150.0/k13Aii (ohotocell and either a motion sensor or automatic time swilch control} or~ 150.0{kl3Aiii {astronomical time clockl, or an EMCS. Residential Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, outdoor lighting for private pa~os, entrances, § 15().0(k)JB: balconies, and JX)rches: and residential parking lots and carports with le,ss than eight vehicles per site must comply with either§ 150:0{k}3A or with the aoolicable re<1uirements in Sections 110.9, 130.0. 130.2. 130.4. 140.7 and 141.0. Residel'ltial Outdoor Lighting. For low-rise residential buildings with four or more dwelling units, any outdoor lighting for residential parking lots § 15().0lk)JC: or ca1ports with a total of eight or more vehicles per sile and any outdoor lighting not regulaled by§ 150.0(k)38 or§ 150.0(k)3D must comply with the applicable requirements in Sections 110.9, 130.0, 130.2, 130.4, 140.7 and 141.0. § 15().0[k)4: Internally illuminated addll!!ss signs. Internally illuminated address signs must comply with § 140.8; or must consume no more than 5 watts of oower as delermined accordina lo S 130.0(c) § 15().0(k)5: Residential Garages for Eight or More Vehicles. lighting for residential parking garages for eight or more i/ehicles must romply with the annlicable rnnuirements for nonresidential aaraaes in Sections 110.9. 13-0.0. 130.1 130.4, 140.6. arid 141.0. Insulation Proteclion. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment maintenance, and § 150 OU)J wind as required by Section 120.3{b). Insulation e)(posed to weather must be water retardant arid protected from UV light (no adhesive tapes) Insulation covering chilled waler piping and refrigerant suction piping located outside the conditioned space must include. or be protected by, a Class I or Class II vc1Por retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. Gas or Propane W;;lfer Heating Systems. Syslems using gas or propane water heaters to seNe individual dwelling units must include all of the following: A dedicated 125 volt, 20 amp electrical receptacle connected to the electric panel with a 1201240 volt 3 conductor, 10 AWG copper branch circuit, within three feet of the waler healer without obstruction. Both ends of the unused conductor musl be labeled with the § 15().0(n)1: word "spare" and be ereclrically isolated. Have a reserved single pole circuil breaker space in the electrical panel adjacent to the circuit breaker for the branch circuil and labeled with the words "Future 240V Use"; a Category Ill or IV vent, or a Type 8 vent with straight pipe between the outside tennination and the space where the water heater is installed; a condensale drain that is no more than two inches higher than !tie base of the water healer, and allows natural draining without pump assistance; and a gas supply line with a capacity of at least 200,000 Btu per hour. § 15().0(n)2: Re-circulating Loops. Recirculating loops serving multiple dwelling units must meet the requirements of§ I 10.3(c)5. Interior Common Areas of Low-fise Multifamily Residential Buildi11gs, In a low-rise multifamily residential building where ttie total interior § 15().0(k)BA: common area in a single building equals 20 percent or less of the floor area, permanently inslalled lighting for the interior corn moo areas in Iha! buildino must be como1v 'Mth Table 150.0-Aand be controlled bv an occuoant sensor. Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification § 15().0(n)J: Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing {IAPMO R&T), or by a listir,g c1gency ttiat is c1pproved by the Executive Director. Interior Common Areas of Low-rise Multifamily Residential Buildings. In a low-rise multifamily residenUal building where the tolal inlerior common area in a single btJilding equals more than 20 percent of the floor area. permanently installed lighting for the interior rommon areas in Ducts and Fans Measures: § 15().0(k)6B: that building must i. Comply with the applicable requirements in Sections 110.9, 130.0, 130.1, 140.6 and 141.0; and Ducts. Insulation installecl on an existing space-conditioninlJ duct must comply with§ 604.0 of the California Mechanical Code (CMG). If a § 110.B(d)J: contractor installs the insulation, the conlraclor must certify lo the customer, in writing, that the insulation meets this requiremenl. ii. Lighting installed in corridors and stairwells must be controlled by occupant sensors that reduce the lighting power in each space by at leas! 50 percent. The occupant sensors must be capable of luming the lighl fully on and off from all designed paths of ingress and egress CMC Compliance. All air-distribution system ducts and plenums must meet the requirements of the CMG §§ 601.0, 602.0, 603.0, 604.0, 005.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flell:ibte 3rd Edition. Portions of supply-air and return-air ducts and Solar Ready Buildings: plenums must be insulated to a minimum installed level of R-6.0 or .a minimum installed level of R-4.2 when ducts .are entirely in conditioned Single Family Residences. Single family ,esidences. located in subdivisions with 10 or more single family residences and where the § 110.10la)I: application for a tentative subdivision map for the residences has been deemed complete and approved b\l the enforcement agency, which do not have a ohotovoltaic svstem installed. must comolvwith the reauirements of .f:i 110.10/bl lhrouah & 110.10fel. § 110.101•)2 Low-rise M1.1ltifamily Buildings. Low-rise multi-family buiJcling6 lhal do riot have a photovoltaic system installed m1.1st comply wilh the requirements of§ 110.1 O(b) through § I 10.10[d). space as confirmed through field ilerification and diagnosbc lesting (RA3.1.4.3.8). Portions of the duct system completely exposed and surrourKled by directly conditioned space are not required io be insulaied. Connections of metal ducts and inner core of flexible ducts must be § 15().0(m)1: mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable requirements of UL 181, UL 181A, or UL 181B or aerosol sealant that meets the requirements of UL 723. If masric or tape is used IO seal openings greater th.an¼ inch, the combination of mastic and either mesh or tape must DB used. Building caviti-es. support plalfonns for air handl~rs. and plenums designed or constructed with materials other than sealed sheet met.al. duct tJoard or fle)(ilJ.le duct must not tJe used to con11ey conditioned air. Minimum Solar Zone Area. The solar zone mus.l have .a minimum total area as described below. The solar zone must comply with access, Building cavities and support platforms may contain ducts. Ducis installed in cavities. and support platforms must not be compressed lo cause pathway, smoke ventilation. and spacing requirements as specified in TIiie 24, Part 9 or othf!r parts of TiUe 24 or in any requirements adopted by reductfons in the cross-sectional area. a local jurisdiction, The solar zone tolal arec1 musl be compris6l;l of areas th,;1t h,;1ve no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feel or no less than 160 square feet each far buildings with § 110.IOlb)1: roof .areas -greater lh.an 10,000 square feet For single family residences, the solar zone must be locate ct on the roof or overhang of the buildin{l and have a total area no less than 250 square feet. For low-rise multi-family buildings the solar zone must be located on the roof or overhang of the building. or on the roof or overhang of anolherstructure located within 25{) feet of the tJuilding. or on covered parking installed with lhe buildir.g project, and have a total area no less than 15 percent of the total roof area of the building ex.eluding any skylight area. The solar zone Factol')'-FatJricated Duct Systems. Factory-fabricated duct syslems must oompl\f with applicable requirements for duct construction, § 150.0(m)2: connections, and dosures; joints and seams of duct systems and their components must nol be sealed with cloth back rubber adhesive duel !apes unless such tape is used in combination with masdc and draw bands. Field-Fabric.ited Duct Systems. Field-fabricaled duct systems must comply Vr.iith applicable requirements for: pressure-sensitive tapes, § 150.0( .. )3: mastics, sealants, and other requirements specified for duel construction. reouiremenl is aoolicable lo the entire buildin<J, includino mixed oWJoancil." § 1so.01m)1: Backdraft Damper. Fan systems that exchange air belween the conditioned space and ouldoors must have backdrafl or automatic dampers. § 110.101b)2: Azimuth. All sections of 11'1e solar zone located on steep-sloped roofs must be oriented between 90 degrees and 300 degrees of true norlt1. § 110.IOlb)3A: Shading. The solar zone must nol contain any obslruc~ons. including but not limited to: vents. chimneys, architectural fealures. and roof mounted eauionwnl.' § 150.0(m)B: Gravity Ventilation Dampers. Gr.wily ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outsicte, ex.cept combustion inlel and oudet air openings anct elevator shaft vents. Protection of Insulation. Insulation must be protected from damage, sunlight, moisture, equipment maintenance, and wind. tnsulalion exposed Shading. Any obstruction located on the roof or any other part of !he building that projects above a solar zone must be located at least twice the § 110.IOlb)3B: dislance, measure<! in the horizontal plane. of the heigh! difference between the highest point of the obstruction and the horizontal projection of § 15().0(m)9: lo weather must be suitable for outdoor seNice. For example, protected by aluminum, sheet metal, painle-d canvas, or plastic cover. Cellular foam insulation must be JJrotected as above ar painted wilh a cOilti ng lhal is waler retardant and provides shielding from solar radiiltion. the nearesl ooint of the solar zone, measured in the vertical olane § 150.0lm)IO: Porous lnne, Core Flex Duct. Porous. inner core flex ducts must have a non-porous laver l>etween t.11e Inner core and outer vapor barrier. § 110.IOlb)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clear1v Indicated on the construction docwmrnts. Interconnection Pathways. The construction documents must indicate: a locaUon reserved for inverters and metering equipment and a § 110.101c): pathway reserved for roofing of conduit from lhe solar zone to the point of interconnection with lhe electrical ser.ice; and for single family residences an<l central water-llea~ml svslems, a CJalhwav reserved for routinci CJlumbina from the &olar zone to the water-heatina svstem. § 110.IOld): Oocumentalion. A copy of the construction documents or a comparable documenl indica~ng the lnformadon from§ 110.10{b) through § 110.1 o,c) mus.I be provided to the occupant. Duct System Sealing and Leakage Test When space conditioning systems use forced air duct systems to supply conditioned air to an § 150.0("')11: occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with§ 150.0{m/11 and Reference Re.sidential Appendix RA3. Air Filtration, Space conditioning sy.stems with ducts exceedillg 10 feet and the supply side of ventilation systems must have MERV 13 or § l5().01m)12: equivalent filters. Filters for space conditioning systems must have a two inch depth or can De one inch if sized per Equation 150.0-A. Pressure drops and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service.' § 110.l01e)1: Main Elec1rical Service Panel. The main electricc1I service panel must h;::ive a minimum busbar ratinlJ of 200 amps. § 110.IOle)2 Main Electrical Ser11icl! Panel. The main electrical service panel mus! have a resel"'l"ed space to allow tor the installation of a double pole circuit breaker for a future solar electric installaUon. The, reserved space must be l)E!rmanently markecl as "For Future Solar Electric~. Space Conditioning System Airflow Rale and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a staUc pressure probe, or a permanently installed static pressure probe in the supply plenum. Airilow must be;;: 350 CFM § 15().0("')13: p,er lon of nominal cooling capacity, and an air-handling unit tan efficacy s; 0.45 watts per CFM tor gas furnace air handlers ands; 0.58 watts per CFM for all others. Sma11 duct high velocity systems must provide an airflow 2: 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy :S; 0.62 wans per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.r -HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY ~ 2019 Low-Rise Residential Mandatory Measures Summary Project Name Date Oceanfront Project 2/22/2021 System Name Floor Area New HVAC 4,245 ENGINEERING CHECKS SYSTEM LOAD Requirements for Ventilation and Indoor Air Quality: § 150.010)1: Reqi.lirements for Venlilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings. subject to the amendments specified in.§ 150.0(o)1. Single Family Ckttached Dwelling Units, Sin,gle family detached dwelling units, and attached dwelling units not sharing ceilings or floors with § 15().0(o)1C: other dwelling units. occupiable spaces, pub-lie garages. or commercial spa<:€s must have mechaJ1ical i/enmation airfiow proilided al rates determined by ASH RAE 62.2 Sections 4.1.1 and 4.1.2 and as specified in§ 150.0(o)1C. Number of Svstems I COIL COOLING PEAK COIL HTG. PEAK Multifamily Attached Dwelling Units. Multifamily attached dwelling units must have mechanical ilentilalion airflow provided at rates in Heatina Svstem CFM Sensible Latent CFM Sensible Outout oer Svstem 60,000 Total Room Loads 35,596 35,694 § 15().0(o)1E accordance with Equation 150.0-B and must be either a balanced system or continuous supply or continuous exhaust system. If a balanced system is not used, all units in the buildi11g must use the same system type and the dwelling-unit envelo~ leakage must be o::; 0.3 CFM at 50 Pa (0.2 inch waler) per square foot of dwelling unit envelope surface area and verified in accordan.ce with Reference Residential Appendix RA3.8. Total OutDut lBtuhl 60,(100 Return Vented Lighting Multifamily Building Central Ventilation Systems. Central ventilation systems that serve multiple dwelling units musl be balanced to provide Output (Btuhlsqft) 14.1 Return Air Ducts § l5().0(o)1F: 11entilati-on airflow for each dwelling unit serve-data rate equal lo or greater than the rate specified by Equation 150.0-B. All unit airflows must be within 20 =rcent of lhe unit with the lowest airflow rate as ii rel,;1tes to the individuol unit's minimum re□ulred alrtlow ra!e needed forcomoliance. Cooling System Return Fan § l5().0(o)1G: Kitchen Range Hoods. Kitchen range hoods must be rated for sound in acoordance with Section 7.2 of ASHRAE 62.2. Output per System 60,000 Ventilation Field Verification and Diagnostic Testing. Dwelling unit ventilation airf1ow mus.I be verified in accordance with Reference Residential To1al Output (Btuhl 60,000 Supply Fan § 150.010)2: Appendix RA3.7. A kitchen range hood must be verified in accordance with Reference Residential Appendix RA3.7.4.3 lo confirm it is rated b.,, HVI to oomolv with lhe airflow rates and sound reauirements as soecified in Section 5 and 7.2 of ASHRAE 62.2 Total Output (Tons) 5.0 Supply Air Ducts Total Output {Btuh/sattl 14.1 Pool and Spa S~stems and Equipment Measures: Cenification by Manufacturers. Any pool or spa heating system or equipment must be certified lo have all of the following: a thermal efficiency Total Output (saftffon} 649.0 TOTAL SYSTEM LOAD 35,596 35,694 Air Svstem § 110.4(a): that complies with Ille Appliance Efficiency Regulations; an on-off switch mounted outside of ttie heater that allows shutting off the heater without adjusting the thermostat setting: a permanent weatherproof plale or card with operating instructions: and must not use ele-elric resistance heatino' CFM per $V!<t.tem 0 HVAC EQUIPMENT SELECTION Airflow tcfml 0 VRF 57,911 a 60,525 Airflow (cfmfsqft> 0.00 Airflow tcfmfTon\ 0.0 § I 104(bl1: Plping. Any pool or spa heating system or equipment must be installed wtth at least 36 lnehes of pipe between the filter and the heater, or dedicated suction and retum lines., or !;iuill-in or built-ui;i connections to allow for future solar he.atini:;;. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a co11er. § 1104(b)3: Directional Inlets and Time Switches for Pools. Pools mus.I have directional Inlets that adequately mix the pool water, and a time switch that will allow all pumps lo be &et or nroorammed to run only durinQ off-peak electric demand periods. Outside Air (%) 0.0% Total Adjusted System Output 57,911 0 60,525 § 110.5: Pilot Light Natural gas pool and spa heaters mus.t not have a continuously burning pilot light. Outside Air (cfmlsqft} 0.00 (Adjusled for Peak Design conditions) Note: values above qiven at ARI conditions TIME OF SYSTEM PEAK Aug 3 PM I Jan 1 AM HEATING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Heatint1 Peak} § 150.0(p): Pool Systems and Equipment Installation, Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves.· Lighting Measures: lighting Controls and Components. ,4,11 lighting control devices and systems, ballasts, and fuminaires must meet the applicable requirements 34 "F 68 °F 105°F § 110.9: of§ 110.9.' I CT I I 1=~ Outside Air l -... Ocfm Heating Coil 105 °F I ROOM Tiil § 150.0lk)1A: Luminaire Efficac~. All installed luminaires must meet the requirements in Table 150.0-A. Blank Electrical Boxes, The number of electrical l:10Xes that are more than five feet above the ~nistied floor and do not contain a luminaire or § 150 O(kl1B: other dei/ice must be no greater lhan the number of bedrooms. These electrical boxes must be served by a dimmer, vacancy sensor control, or fan speed conlrol. § 15() O(k)1C: Recessed Down light Luminaires in Ceilings. Luminaires recessed into ceilings must meet all of the requirements for: insulation contact (IC) labeling; air leakage: sealing: maintenance; and socket and light source as described in§ 150 O(k)1C. § 15().0(k)1D: Electronic Ballasts for Fluorescent Lamps. Ballasts for fluorescent lamps rated 13 watts or greater mu.st tie electronic .and musl have an outout frequencv no less thari 20 kHz. 68,..F 68"'F -~ _I LI □ I ---§ 150 O(k)1 E: Night Lights, Step Lights, and Path Lights. Night lights, step lighls and path lights are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided they are rate<! to consume no more than 5 watts of power and emit no more than 150 lumens. § l50.0(k)1F Lighting Integral to Exhaust Fans. Ugh Ung integral to exnaust fans (except when installed IJ.y the manufacturer in kitchen exhaust hoods) must meet the aoolicable reauirements of & 150.0fkl.-COOLING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Cooling Peak) § 15() Olk11G· Screw based luminaires. Screw based luminaires must contain ramps that comply with Reference Joint Appendix JA8_' 80166°F 75160tiF 52151tiF I , ~ I I I □ Outside Air i ~ ,-0 elm Cooling Coil 52l51°F 41,5% I ROOM nl 75/6D"F 75l60°F § 15().0(k)1H: Light Sources In Enclosed or Recessed Luminaires. Lamps and otlier separable lighl sources that are nol compliant with the JAB elevaled temperature requirements, including marking requirements. must not be installed in enclosed or recessed luminaires. Light Sources In Drawersi Cabinets, and Linen Closets. Ught sources internal to drawers, cabinetry or linen closets are not required lo § 15().0(k)11: comply with Table 150,0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watls of power, emit no more than 150 ILimens, and are equipped wrth controls that automatically turn the lighting off when the drawer. cabinel or linen closet is closed. § 15().0(k)2A: Interior SWitches and Controls. All forward phase cut dimmers used with LED lighl sources must comply with NEMA SSL 7A. § 150 O(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighUng systems.· § 15().01k)2C: Interior Switches and Controls. lighting must hai/e readily aC<:t'lssible wall-mounted controls Iha! allow the lighting to be manually lumed ON and OFF_~ -a_1_ I I ti I § 15().0(k)2D: Interior Switches and Controls. Controls and equipment must be installed in accordance with manufacturer's instructions. § 150.0(k)2E: Interior Switches and Controls, controls must 11ot by~ss a dimmer, occup;::inl sensor, or vacancy sensor function ii tile control is installed to comolv with & 15() Olk\. § 15().0[k)2F· Interior Switches and Conlrols. Lighting controls must comply Wlth the applicable requirements of§ 110.9. RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name Building Type ~ Single Family □ Addition Alone I Date Oceanfront Project □ Multi Family □ Existing+-Addition/Alteration 2122/2021 Project Address California Energy Climale Zone I Total Cond. Floor Area I Addition I #of ~nits 17 40 East Oceanfront Newport Beach CA Climate Zone 06 4. 245 nla INSULATION Area Construction Type Cavity (ff) Special Features Status Wa/1 Wood Framed R20 3,702 New Slab Unhealed Slab-on-Grade -no insulation 584 Perim = 21' New Floor Wood Framed wlo Crawl Space R 22 3,661 New Rool Wood Framed Rafter R 22 1/362 New Rool Wood Framed Rafter R 22 524 New FENESTRATION I Total Area: 1,0431 Glazina Percenlaoe: 24.6% I New/Altered Averaae U-Factor: 0.37 Orientation Area(rfl U-Fac SHGC OverhanQ Sidefins Exterior Shades Status Righi(,\? 50.6 0.470 0.19 none none NIA New R/ghr (WJ 70.7 0.340 0.24 none none NIA New Rear(S) 367.5 0.390 0.22 mme none NIA New R;ghl (v!Q 75.0 0.390 0.22 none none NIA New Leh (E/ 65.3 0.340 0.24 none none NIA New Front (N) 64.0 0.300 0.24 none non9 NIA New Left (E) 37.5 0.430 0.19 none none NIA New Fron! (NJ 110.6 0.340 0.24 none none NIA New Front (NJ 26.0 0.470 0.19 none none NIA New Righr (W) 10.0 0.600 D.70 none none NIA New Rear(S) 116. 7 0.340 0.24 none none NIA New Righi (W) 5.0 0.310 0.24 none none NIA New Skyfighl 43.8 0.300 0.23 none none NIA New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status ' Split Heat Pump 3.9kW Variable Refrigorant Flo 3.5kW Setback New HVAC DISTRIBUTION Duct Location Heating Cooling Duct Location R-Value Status NewHVAC Ducted Ducted Conditioned 80 New WATER HEATING Qty. Type Gallons Min. Eff Distribution Status ' Small Instantaneous Gas 1 0.95 Standard New EnemvPro 8.1 bv Ene--"''Soff User Number: 9804 ID: 3771 Pane 15 of 20 2019 Low-Rise Residential Mandatory Measures Summary NOTE: low-rise residential buildings subJect to iha Energy Standards musr comply with a/f applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more infotmation. 'Exceptions may apply. /01/2020\ Building Envelope Measu,es: § 1I0.61a)1: Air L.eakage. Manufactured fenestration. exterior doors, an<J exterior pet doors must limit air lea~age to 0.3 CFM per square foot or less when tested oer NFRC400 ASTM E283 or MMAPNOMNCSA 101/I.S.21/1440-201 I.' § 110.6(a)5: Labeling. Fenestration products a11d e.xterior doors must have a label meeling lhe requirements of§ 10-111 (a). § 110.6(b): Field fabricated exterior doors and fenestration produds must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.:5 for exterior doors. The,v must be c.aulked and/or weather-strir.=d.' § 110.7 Air Leakage. All joints, penelrations, a11d olher openings in lhe building envelope thal are potential sources. of air leakage must be caulke<J, aasketed, or weather strir.r,i,.n_ § 110.B(a): Insulation CerUfic.ition by M.inufactu~rs, Insulation must tie certified by the Department of C<lnsumer Aff;::iirs, Bureau of Household Goods and Services (BHGS). § 110.B(g): Insulation Requirements for Heated Slab, Floors. Healed slab floors must tie insulate<l per lhe requirements of§ 110.S[g], § 110.B(i): Roofing Product$ Solar Reflecun1ce and Thennal Emittance. Th-e thermal emittance and aged solar reflectance values. of lhe roofing material musl meet the reauirements of & 110.8(il and be labeled oer ~10-113 when the instaHaUon of a cool roof is soecified on the CF1R. § 110.BU): Radiant Barrier. When required, radiant Darriers must have an emittance of 0.05 or less and be certified lo the Department of Consumer Affairs. Ceiling and Rafter Roof Insulation. Minimum R-22 insulation in wood-frame ceiling; or the weighted average U-factor must not e:(ceed 0.043 Minimum R· 19 or weighted average Li-factor of 0.054 or less i11.a rafter roof alteration. Attic access cloors must have permanently att.ache<l § 150.0(a): insulation using adhesive or mechanical fasteners. The attic access must be gasketed lo prevent air leakage. Insulation must be installed in direct conlact with a continuous roof or ceiling which is sealed to limil infiltration and exfiltration as specified in§ 110.7, including but not limited to Placino insulation either above or below the roof deck or on too of a dJVWall ceilina.' § 1500(b): loose-fill Insulation. Loose fill insulation must meet the manuf.acture~s required density for the labeled R-value. Wall Insulation. Minimum R-13 insLilaUon in 2K4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or § 150.0[c): have a U-faclor of 0.071 or less. Opaque nan-framed assemblies must have an overall assembly LI-factor not exceeding 0.102. Masonry walls musl meet Tables 150.1-A or B.' §15001d) Raised-floor Insulation. Minimum R-19 insulation in raised wood framed fiooror 0.037 maximum LI-factor.' Slab Edge Insulation. Slab e<Jge insulation must meet all of the following: have a water absorption rale, for the insulation material alone will'1oul § 150.0(D: facings., no greater Uian 0.3 percent; have a water vapor permeance no greater lhan 2.0 l)E!rm per inch; DE! protected from physical damage and UV light deterioration; and. when Installed as part of a heated slab floor. meet the requirements of§ 110.8(g). § 150.0[g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vajXlr retarder. This requirement also ao~lies lo co11trolle-d ventilation crawl soace for bulldinas comol ina with the exception to & 150.0!dl. § 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II 1,1apor retarder must De inslaUed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics wilh air-oermeable insulation. § 150.0lq) Fef'!estratlon Pfoducts. Fenestration, including skylight.s. separating conditioned Sf)aoe from unconditioned S?ace or out<loors must have a ma)(imum U-factor of 0.58; or the weiQhted averaQe U-factor of all fenestration must not exceed 0.58. · Fireplaces, Decorative Gas Appliances, and Gas Log Measures: § 110.5(e) Pilot light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0le)I: Closable Doors. Masonry orfactory-buill fireplaces must ha11e a closable metal or glass door covering the entire opening of lhe firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square Inches in area and is eouin.-i=l with a reaclilv accessibte, o□erable, and tiaht-fitlino damoer or combustion-air control device." § 150 O(e)J: Flue Damper. Masonry or factory-built fireplaces. must have a flue damper with a readily accessible conlror.· Space Conditioning, Water Heatinii, and Plumbing System Measures: § 110.0~ 110.3 Certification. Heating, ventilation and air conditioning (HVAC) equipmenl, waler heaters, showerheacts, faucets, and all other regulate<J aoo1iances must be certified bv the, manufacture,r to the California Enerov Commission.· • 110.21al: HVAC Efficiencv. Eauiomenl must meel the aoolicable efficiencv reauiremenls in Table 110,2-A throuah Table 110.2-K.' Conlrols for Heat Pumps with Supplementary Eleclric Resistance Heaters. Heat pumps with supplementary electric resistance heaters § 110.2(b): mus! have controls !hat prevent supplementary heater operation when the h&ating load can be mel by the heal pump ailooe: and in which the cut-on temperature for compression heating is higher than the cut-on lemperature for supplementary heating, and lhe cut-off temperature for comoression healina is hi<iher than the cut-off temoerature for supolementarv heatina.' § 110.2(c): Thermostats, All heating or cooling systems not controlled by a central energy management control syslem (EMCS) must have a setback thermostat· Water Heating Recirculation Loops Serving Multiple Dwelling Units. Waler heating recirculation loops serving multiple dwelling units must § 110.3(c)4 meet the air release valve, backflow prevention. pump priming, pump isola~on valve. and recirculation loa-p connection requirements of 1110.Jlc\4. § 110.3(c)6 Isolation Valves. ln.stanlalleous water heaters with an input rating greater than 6.8 ~Btu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hat waler lines to allow for flushing the water heaterv.iheri the valves are closed. Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces: household cooking appliances (ell:cepl § 110.5 appliances without an electrical supply voltage connection with pilot lights thalcons.ume less. than 150 Btu per hour>: and pool and spa healers.' Building Cooling and Heating Loads. Hea~ng, and!or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)1: Equipmenl Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort S~slem Installation Standards Manual: or the ACCA Manual J using design conditions specified in§ 150.0(h/2. \\,;1.0 Affcf/1 ""' J',-. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ _____ INTERIORS 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 ASSEMBLYPA2021-087f II " II " II " II " II " * II ,;1.0 Affcfl/;-<,,,",,_,.-""' <'(' ," ,, -., MITCHELL SCOTT ROCHELEAU C-36977 ROST ARO-HTECTURE INTERIORS .._ __ * 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 ASSEMBLYPA2021-087----c::::::::J c::::::::J c:::::::J c:::::::J c::::::::J c::::::::J c:::::::J c:::::::::J c::::::::J c:::::::::J c:::::::::J c::::::::J c::::::::J c::::::::J ----c:::::::Jc::::::::Jc::::::::J c::::::::Jc:::::::Jc::::::::J c:::::::Jc:::::::Jc:::::::J c::::::::Jc::::::::Jc::::::::J [ ------------------------------------<1 . 4 <1 <1 4 ,:] <1 . ·4 <1 4 <1 4 4 . ,:] <1 . 4 . <1 <1 4 4 .. ,:] I • 4 <1 . 4 <1 <1 . ------------------------------------------4 4 <1 4 <1 ,:] 4 <1 '1:1 4 <1 C . <1 4 ~-. ,:] " <J 4 <1 . ,:] 4 <1 4 4 <1 ,:] " <1 ,:] 4 <1 4 <1 . 4 ' ---· ;-: -~ :'"' ,;: ~-;._ ~:~ '. '', -··::): ~::-. : -,;-"_'.-/,-, .'\-':''.,r, <J ,:] <J 4 ,:] 4 .4. <J ------\\,;1.0 Affcf/1 "<,, l' ,-. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ,..___ INTERIORS 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 EntryProductSpecificationProductSpecificationListings/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.PA2021-087C) C) C) C) C) C) C) C) \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * .!''4 ":',:~,1 ~ r, O, C I-" ROS r· ARO-HTECTURE INTERIORS C) C) 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 2.6 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 COVERED AREA BBQ ALLEYP PP P PPPP P PPPPPP P P P P P P TREEGMUTILITYEDISONWMSEWERSBCUTILITYEDISONXXXXCONC.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. FOUNTAINCONC. CONC. CONC. CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.PROPERTY LINEPROPERTYLINE PROPERTYLINE 11.57FL11.62FL11.69FL11.98GF11.87FS12.0018.17TW11.87FS12.10GF 33.34 ROOF12.10GF12.0512.0512.0811.71FL12.0712.3618.85TW18.79TW12.2414.75TW17.40TW16.5916.77FF16.5212.5114.2416.0616.0NG22.22TW16.2316.5316.31FS16.43TG16.4 116.3618.2TW15.6NG18.21TW16.31FS16.38FS18.22TW16.2816.3415.8NG18.23TW16.75FF16.38FS15.9NG19.50TW18.28TW 17.7NG18.84TW18.91TW22.1TW18.03FS16.35FS 16.31FS16.13FS16.07TG12.41TG22.08TW1 5.90 18.13TW15.1NG1 5 .47 TW12.5NG12.3918.91TW22.18TW1 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 ENTRYPA2021-087~~--_ -------= ·,••~-.... ,.~-~-',, ·;:,_·~>":) .•.. < ... •,' ~·-.: · .. \:. : :_ .. :':. ·.:·.< :~:",;_;_. ·._·1: 1-i I 1-· ·10~1_1 I 1=111 11 l-_1-11-'111 ' ' : ' • ' ' ·. ·-.. ' : :.: ' ' :dit, ' :_ ,-'·. .. -_,. 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' I I '-s I :7 1 ' : I I : I I -• J 1-----~~~M~ ....... ~!.1 , . ... -+,,1 I 0 C) _L-I I : I :_ I '~ -I i I I I .J.... ·-I I I I I I I I I I I I l I I I I ----7 I I 0 0 0 0 0 rr-' I~ ·7~ '· . . ' I •• I I I ;, I I I I I I I " .-, I •. I . ~-I :f i , ... ~ I II □ [] . . . ,;1.0 Affcf//J' "'" ('(' ~<, MITCHELL SCOTT _,. ROCHELEAU C-36977 * ROST ARO-HTECTURE INTERIORS * 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 PLANPA2021-087~ ~ ,% ~/ ~ -'/// ~ ~/ ~ J ~: 0 0 0 0 0 ,---' I I I r---1 'lSJI.W/_"I: I I I i=======--: r==~ ==:r=~~=c;==;;= =;;==-----1 I II II II II II II r--,,-----=i I II II II II II I I : II 11 :: I II II :: II I : : :: :: :: i :: :: :: :: : : I :: :: :: I :: :: II :: : I II II II I II II :: II I I ,~--~ II II II II II II I I c --'"-"'--" II II II I ~--,,----"--" II II I I :: :: ~: -~--1 __ L_~L_O I II II II II 11 I I II II II II 11 I I II II II II 11 I I II II II II 11 I I II II II II 11 I : II II II II 11 I I c :: :: :: :: :: I : __ .IJ.. __ ,1..._~~ II 11 I I _..1, __ _J __ l I I I ---, I I I I I I I I I I I I I I c:'!::::---:j:i I .,------~ _J I I I I I I I I I I I I I I _J J n t ----------i 1 "\ 7 I / ! ! I..:: ,------, ' <E-CJ 0 0 0 0 0 7 I I I I -7 I I I I I I --, I i--=-'":-==-=========-=-----J I : d--~~ I I : G * ,;,,\\,;1,0 Affcf/ ,"-' I;--,, MITCHELL SCOTT<'<'_, ROCHELEAU C-36977 ROST .._ __ ....:::='.'.:0-HTECTURE INTERIORS * 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 PLANPA2021-087Standard Plan Issue Date: March 1. 2019 City of Newport Beach BUILDING DIVISION Community Development/ Building Division LIMITS OF APPLICABILITY STANDARD RESIDENTIAL MINOR DRAINAGE ALTERATION PLAN -USE OF THIS DOCUMENT SHAIL NOT PERlfIT THE APPLICANT TO MODIFY ANY PORTION(S) OF THIS PLAN OR THESE DETAllS. DRAWING BY PROFESSIONAL ENGINEER OR ARCHITECT IS REQUIRED FOR LANDSCAPE/COMPLEX HARDSCAPE PROJECTS WITH OUTDOOR STRUCTURE(S) (RETAINING WALLS, PATIO COVERS, FIREPLACES, GAZEBO, STAIRS, ETC.) INSTRUCTIONS Refer to the applicable sample drainage plan and sketch a similar drainage plan for your property In the space provided to your right showing the following: a. Show footprint of the property and identify existing and addition portion (as applicable). b. Identify ALL property lines. c. Distinguish between existing hordscope and landscape and new /proposed hordscope and landscape improvements. d. Show locations of all existing buildings, structures, pools, fences, retaining walls, etc. e. Show locations of all existing slopes on and adjacent to the property. f. All surfaces shall be designed to drain at the following minimum gradients.Use arrows to indicate direction of drainage plan. Minimum gradients for drainage: i) Paved 0.5% (min.) ii) Not paved 2 % g. Positive drainage shall be maintained away from all building (Minimum 2% within 1 O' O" of the building) and slope areas. h. Show proposed location of area drains if a drain line system Is proposed. i. Show trench drain in front of driveway (not required if driveway is less than 1 O' long or driveway is existing to remain). J. Show location of perforated pipe and percolation trench. Locate perforated pipe away from foundations. (15' min. per every 2000 sq. ft of area). k. Provide a drain in planter if required for Drainage. I. Reference the applicable swole section on plan. m. Show slope of drain lines (1% min.) n. Select one of the drian line materials listed below and specify on pion. Minimum pipe size to be 4"¢ (NBMC 15-10-120) 1. ABS, SOR 35 4. PVC, Schedule 40 2 ABS, Schedule 40 5. ADS 3000 with PE glued joints 3. PVC, SDR 35. o. The minimum clearance between exterior finish grade and bottom of treated sill plate shall be 3" for paved exterior surfaces and 8" between the bottom of the sill plate and grade. p. Obtain a private drainage easement to drain water over adjacent land not owned by the permittee. Easement must be recorded with the County Recorder's Office. q. Design drainage to ensure water does not drain over the top edge of any slopes. Provide a berm at top of slope. Drow a section through berm. Berm to be 12" high and slopes towards the pad, See Detail "C". Discharge of water over slopes Is prohibited. r. Show top and toe of all slopes and indicate slope ratio. Maximum slope ratio 1: 2. s. Obtain an encroachment permit from Public Works for improvements within utility easement of public right-of-way including installing a pipe to drain through the curb. GENERAL NOTES 1. All work shall conform ta Chapter 15 of the Newport Beach Municipal Code (NBMC). 2. Work hours are Limited from 7: 00 AM to 6: 30 PM MONDAY through FRIDAY, 8: 00 AM to 6: 00 PM SATURDAYS, and NO WORK ON SUNDAYS AND HOLIDAYS per Section 10-28-040 of the NBMC. 3. Noise from excavation, delivery, and removal shall be controlled per Section 10-28-040 of the NBMC. 4. The stamped set of approved plans shall be on the job site at all times. 5. Drainage system shall be designed to retain concentrated and surface sheet flow from dry weather and runoff and minor rain events within the site. NBMC 15.10.120 6. Failure to request inspections and/or have removable erosion control devices on-site at the appropriate times shall result in stop work order. 7. No paint, plaster, cement, soil, mortar or other residue shall be allowed to enter streets, gutters or storm drains. All material and waste shall be removed from the site. NBMC 15.1 0.180 8. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 9. Separate building permits ore required for free standing structures (Fences, Retaining Walls, Gazebo, Patio Cover, etc.) REQUIRED INSPECTION I . Drainage Pipe 2. Final Inspection /_ I ·1 / n J '--' I I I -rl 3"MIN. (1 f Mox. @ outswing1ng I f /; Exterior Concrete Slob = 2% 0.5% -=--~ DETAIL A® SIDE YARD SW ALE AND SILL PLATE CLEARANCE / Berri +-~-,om-. Pod 12' ,.cl:-nf~ I mlilml Uinl llrr I ITT I lffiW-11 :-11 lffi_ ,,0 ~!cc111=111~11~11=v , 11e::::"'0 =iii= -ur= -, 11111~ I U-11~ 4"¢ Mi~. French drain Ill= perforation @ bottom.___, ~---~~~-© =iii= DETAIL C WITT I Crushed Rock 111 ~I t;c;,,,. Filter Cloth ill~ Lap 12" @ Tap BERM@ TOP OF SLOPE ® DETA.IL D l .. [ 4' Concrete or 6 Topsoil .f f-12' ----J 18' \ I / I • ·J I I ft F.L OF PIPE 16• I 1/2" ABOVE GUTTER FLOW LINE VARIABLE PARKWAY VARIABLE SIDEWALK L-2 .. r:RANSITION I ; ~~, TO 3" . --, '.· r.-.,~:_:'b.'·_·: 'WV 4, ~-FOR TYPE OF DRAIN PIPE 1-DRAINS WllH SLOPE GREATER THAN 1cm MAY REQUIRE AN ENERGY REDUCER. 2-ALL DRAINS MUST BE INSTALLED 90" TO THE CURB FACE UNLESS APPROVED BY THE CONSTRUCTION ENGINEER. INSTAL1-POLYETHYLENE PLASTIC JOINT MATERIAL ~QUICK-JOINT" OR EOUAL1~ 1-1/2" MIN.~, COVER ) / 3" · .. I :,~ ,, ,t. -:, . r7S "" ,_,.~ d::J . _".'.·,10 ''}~' :\}~~; 9• I 6" I I 1-----+----< "-.. 2~ MIN. ELEVATION I ' 4" Pert, droin pipe class SDR 35 SCH 40 PVC pipe -Crusrled Rock Filter Cloth Lap 6~ _/ Topsoil i'.Rl '---12"-~ SECTION A-A RESIDENTIAL SECTION "B-B" NOTE: IF CURB/GUTTER IS REMOVED JOIN TO THE NEAREST JOINT VwlTHIN TWO FEET. STD 184-L DRAIN PIPE SECTIONS PRIVATE DRAINS THROUGH CURR Encroachment permit from Public Works is required. I \ / 7 I I \ . \ I, / . • / ---+------------B . I I I -I I I I I ~ ____ ...J / "" -□ --0 / -'i SITE PLAN NOTE: IT IS THE RESPONSIBILITY OF THE PERMITTEE 'IO MAKE SURE THAT ALL WORK COMPLIES WITH THE NEWPORT llFACH STANDARD flRATNAGF PT.AN. NO PT.AN RFVTF:W rs PFRFOR,IFD ON Tiffi SITF PT.AN PRIOR TO THE PERMIT ISSUANCE. COMPLIANCE WILL BE VERIFIED BY BUILDING DEPARTMENT INSPECTOR LEGEND< F.F. FlNISH FLOOR ELEVATION TOP OF CURB ELEVATION FINISH GRADE ELEVATION FLO\J LINE ELEVATION ELEVATTON CHANGE-EXCEPT §! DOOR\./AYS TDC FG FL DIVENSIONS IJETERMINED BY PROPERTY LINE AREA DRAIN PERFORATED ,=-RENCH DRAIN LINE DRAIN PIPE (NON-PERFORATED) GRATE FRAME DIMENSIONS. ~ 6~ MIN. WDE PEDSTRIAN SAFE USE FRAIAE AS A FOR~! ------3,, FRA~1E & GRATE 3/8" SLOT W "';;~;~---1 1--OPENING. EAST J~DAN IRON 'P c . ~ _;'R'Sro:,~:;;:1::'')"•-•10, 1" ' ~~ -_',,~5-f¼ H5l/dt'\I';. "'-=~ ~~ n:»...~~'o"'"""l', FILL llilS PORTION '~1TI---l CRUSHED ROCK AFTER POI.JRING GRATE 24" I SUPPORT CURB L E CRUSHED RCCK W/FILTER CLOTI, I I PLAN VIEW ELEVATION SECTTONE-E a-Dig a 24" wide X 18" minimum depth trench b-Place fllter cloth in the trench. Lap 12" @ top c-Fill bottom of the trench with crushed rock. d-Farm ond pour perimeter concrete curb. e-Fill the rest of the trench with crushed rock to 4" from top of trench . Rocks < 8" in any dimension (NBMC 15.10.100) SCOPE OF WORK: PROJECT ADDRESS: OWNER'S NAME: TEL. NO.: SIGNATURE: DETAIL "E" BOTTOMLESS TRENCll DRAIN PLAN PREPARER: CONTACT INFO: LICENSE NO.: 111 * \\,;1.0 Affcf/1 <:., <,, ;-("_ .:) MITCHELL SCOTT <',,_ ROCHELEAU C-36977 ROST-ARO-HTECTURE '----INTERIORS * 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 PLANPA2021-087I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 113 ., 15.8& cp ~ ~ ~ u 0 PROPERTY Ll!l!E ' u 2 □ u u z □ u ;.., 8 0 . --0 g 0 "' N .,., . 0 .o i!~ , .. ~' 1>· ' , .. I I I I I I I I I I I I I I I --'}_7---.. c□~c -'.:ONC / C□NC. -~ ~'-CONC 1// I I C□"-IC C!'.JN[ 1 t-" ~ p \ \ \ CDNC. \ \ 1' 4,1 , .. 16 75r"F ~ I~ ____ .. I/ C □NC' 0 I I I I I I I I I I I I I I \ N20°27'13"E RAD. '----------RESIDENCE CDNC C□NC COVCRE:l\ AAe:A "-~ 16'59. ~c□NC C□NC 5,,6 IE,_-,,--.---> ,. p N20°47'18"E RAD. --------, \ •• CONC, '" 1219 fs p p • CONC ,. o 12.2l fs c□NC p p rou:-.it,r,!N p \ \ \ 7 co p ll.,L_f ROOF p p CONC CDNC, CONC ,c <"a ·~ $,, z ~ C□NC 11),0 CONC CONC , c □NC C□NC I I I I I I I I I I I I I I I I I I I I I 11 I I I I i' I I I I I I I I 11 I I I I ~ Ill I ~ ~ 0 --'O "' ~ 2::, ~ "' "' 0 r--'O z CON[ CONC, N20°47'19" RAD. c□~c. TGUrTEl< C□NC. CONC, 36 " 1 .2D Fs CONC l 12 06 C□NC N20°27'18"E RAD. C□NC. 1. 2. 3. 4. 5. •-1. a. S. 10. ERO.SlON CONTROL NOTES (MINIMUM BMP R.E$)t11R.EMENTS FOR. CONSTR.UCTIO ACTIVITIES FOR. ALL DEV L.OPMENT CONSTR.LICTION PR.OJECTS) IN GASE OF EMERGENG'l'. GALL 0"NER AT 11. ERODED SEDIMENTS AND OTHER POLLIJTANTS MUST BE RETAINED ON-5n-E AND MAY NOT BE A STAND-BY GREY-I. FOR EMfR.GENGY fORK TRANSf'ORlID FROM THE SITE VIA SHffT fLOYi. SHAU. 6E AVAILAEILf AT ALL TIHE5 DURING THE s+'V,,LfS. AREA DRAIN'S. NA11JR.AJ.. DRAIN.AGE l'WN'l' SEASON (OCTOSEP. I TO APP.IL 15) GO\JP.SES. OR ~IND. NECfSSAR.Y MATfR.IALS SHALL BE AVAILABLE. 12. sroa,:;_p!Lf'S OF EA,i;;:.TH .AND OTHER CONSTRUG-ON-SITE AND S.TOGKPll..ED AT WNVENIENT LOGA-TION RELATED MATER!ALS MUST BE f'IWTEGTfD OONS TO FACILITATE l'W'ID GONSTl<IJCCTION OF FROM BEING TP.ANSPORTED P.Ot-1 THE SITE SY EMERGENG'l' DEVICES ~HEN f<AIN 15 IMMINENT, THE FORGES OF ~IND OP. rl'TEP., EROS!ON WNTROL DEVIGES SHOl"IN ON THIS 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC PLAN MAY BE REMOVED YiHEN APPRG-/ED BY MATERIALS MLJST BE STORED IN ACGORDANGE THE SIJILD1NcS OFFICIAL IF THE cSP.ADlNe, OPERA· t'i!TH THEIR USTIN~ AND ARC: r,.IOT CONTAMINATE TION HAS P1'0(,Rf55ED TO THE POINT l"<HEF.E THE SOILS AND SURFACE rv>-TEF.5. AU. APPP.OVED THEY ARE NO LONGER REGIJIRED. STORAGE CONTAINERS ARE TO BE FROTEGTED 6RADED AREAS ADJACENT TO FILL SLOPES FROM THE Y£ATHER. SP-ILLS HIJST BE CLEANED LOCATED AT THE SITE PERIMETER t-11J5T DP.AN UP IMHE.DIA Ta Y AND Dl5POSED Of IN A PROPER Al"\A;Y ffi·OM THE TOP Of 5LOPE AT THEGONGLU-MANNER. SPILLS MAY NOT Bf t"'IASHED INTO THE SION OF EAGH =NG DAT. AU. LOOSE SOILS DP.ANA6E SYSTEM. AND Df5Rl5 THAT MAY GREATE A POTENTIAL 14, EXGess QR l"{ASTf CONCRETE HAY NOT ee HAZ,A,.RD TO OFF-SITE PROPERTY SH.A.LL SE t"Ui,c5HE:D INTO THE PUBLIC )'IJJlr,,Y OR ANY OTHER STABILIZED OR REMOVED FROM THE '51TE ON A DRAINAGE SYSTEM. PRO\llSIONS SHALL BE MADE D.AJLY BASIS. TO Rfl AIN. WN:GRETE Y't,A,STE5-QN-SilTE UNTIL THEY ALL SILT AND Df6R!5 SHALL BE REMOVED FR.OH GAN BE DISPOSED Of AS SOLID VW::iTE. ALL DEVIGE5 l"\ITHIN :!4 Ha.IRS AFTER EACH 15. DEVELOPERS/CONTRACTORS ARE P.E-:;PONSIBLE ~N5TORM AND BE DISf'05:ED Of FROPE:Fu.Y. TO INSPEGT ALL EROSION C.ONT'R.OL DEVJGE5 AND A 61JARD SHALL BE POSTED ON THE SITE ~EN-SMP'S AAE INSTALLED Al'ID flJNGTIONIN6 PROPER-EVEP. THE DEPTH OF rt' TEf1. IN ANT DEYIGE LT IF THERE 15 A 40% CHANGE OF GUAF!TEP. INGH EXCEEC'S 2 FEET. THE DEYIGE SHALL 6E DFWNED OR MORI:' OF PP.EDIGTED Pl<E<CIPITATlON. AND OR P!JMPED DRY i"UTHIN 24 HOURS AFTER EACH AFTER ACTUAL PRECIPITATION. A CONSTRUGTION l'WNSTORM. PUMPING AND DP.ANING OF ALL SITE INSF'EGTION GHEGKLIST AND INSPECTION L06 B.A5IN5 AND Dfi'..Al~f. DEV1Cf5 MU5T COMn Y SHALL Bf MAINTA!NED AT TI-if PROJECT 5ITE AT NITH THE APPROPRJA TE St-IP FOR DErl' TERING ALL TIMES AND AYAIU.SLE FOR REYIEl'l 6Y THE OPERA TION5. 8lllLDIN6 OFFIGI.AL (COPIES Of THE SELF-INSFEG-110N GHECKL!;T AND INSPECTION LOGS AAE Tl-ii:: PLAGEMEN.T Of ADDITIONAL DEVIGES TO AYAILA6L£ LIPON RE:Gil/1:ST). P.f[;\JGf EF'OSION DAMAGE AND GONT AIN POLWTANTS Y'illTHIN THE SITE~ LEFT TO THE 16. TRASH AND GONSTRUGTION RELATED SOLID Dlsc..RETION OF THE FIElD Et-,16lNEE.i:t. ADDITION.AL ...,,.STES MUST EIE DEP051TID INTO A COVERED DEVICES AS NEcDl:D SHALL BE ~STALI..fD TO RfGEPTJ'IGLE TO PREVENT WNTAMINATION OF RETAIN SEDIMENTS AND OTHER FOLUJT ANTS ON RAIN.r"iATER AND DISPERSAL BY V'm{D. SITE. n SEDIMENTS AND OTHER MATERIALS MAY NOT BE DEsiLTING BASINS MAY NOT BE REMOVED OR TRACKED FROM THE SITE BY VEHIGLf ~FIG. MADE INOPERABLE BEWEEN NO/EMBER I AND THE GONSTRUGTION. ENTRANCE RO.ADriAYS HlJST APRIL 15 Of THE F0LLOrtiN6 YEAR ~THOI.JT THE SE STABILIZED SO AS TD INHIBIT SEDIMENTS APPRO/,a..L. OF THE BU1LOIN6 OFFICIAL. FROM SEJNia, DEPOSITED INTO THE PUSLIG rl'T, AGGIDENTAL DEPOSITIONS MUST BE Sl"iEPT I.JP STORM y.v.,TER POLLIJTION AND EROSION IMMEDIATELY AND MAY NOT BE V"Vr6HED D~ CONTP.OL DEVIGES AF!E TO SE MODIFIED. AS B'!' RAIN OR OTHER ME..6.N5-, NEEDED. AS THE PROJECT PR06P.E55ES. THE 1&. ANY SLOPES ,-,TH Dl5111RSED SOILS OR DENI/DED DESIGN AND PLACEMENT OF THE.sf DfVlGES IS THE F!ESPON5lSILITT OF THE FIELD ENGINEER. OF VE6£TATION MlJST BE STABILIZED =DAS TO PL.At6 RfPRfSeNTIN(;, C-HAN(;,~ MUST Elf INHIBIT fROSION BY ~IND AND V'I.ATER. 5l&IITTED FOR APP1WYAL IF P.EGIJESTED BT 19. HOME or<NER TO P.OI/TINEL 'l' GLEAN ALL GATGH THE BUILDING OFFICIAL. BASINS AND DR,-1,,IN LINES OF DEBRIS. evERY EFFORT 'SHALL BE MADE TO ELIMINATE 20. ADDITIONAL BMP'S V'i!LL BE IMPLEMENTED A5 THE DISCHARGE OF MON-5TORM riATEFt FROM DEEMED NEGESSAF!'l' BY GITY INSPECTORS. THE PROJEC.T SITE AT A.LL TIMES. 61<.ADIN6: 0VE:RexGAVA-r10N Gi/T a 115 CY FILL= 115 Cf GIJANTITT OF OYEP.EXC.AVATIOI< 0 3,0 GY BMP FACTS SHEET V\M-1 MATERl:Al. DELIVERY AND 5-TORAGE P~IDE A MATERIAL. $TOAA6E AA~ YUH SEC-ONOARY CONT.A4N.MENT AND/OR rlE),,Tf+ER P~Ti:CTION. NOTE THE MAINTENANCE Pf<ACTICES AND ¾HEl:'ULE PROPOSED FOP. THIS Al'E',. t"iM-2 MATERrAL USE HAZAP.DOl!S MATEP.IALS, FE"-11LIZEF.S, PESTICIDES, PLASTEP.5, SOLVENTS, PAINTS. AND OTHEI>. COMPc,JNDS MC!; T SE PROPEP.L Y HANDLED IN ORDEP. TO "-EDI/GE THE P.I51< OF POLLIJTION OR CONT .A.MINA TION. TRAlNIN6 .AND INFORMATION ON PROCEDURES FOR THE PROPER IJ5E Of ALL MATERfALS MU$T 6E AVAlLA6LE TO THE EMPLOYEES THAT APPLY-e,Jc.H MATERIAL$ l"'iM-4 SP(LL PRfVENTION AND GONTROL IDENTIFY 5PILL F'Rc-VENTION ANP CONTROL MEA.~Rl=5 ntAT l'ilLL 6E TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, SY ,;,IGH AUIDc"NT AL SPILLS "1JU. SE GLEANED ANO PROPER!. Y D1SPOSED OF t'll'-1-5 WWD ~TE MAN.A.c;,EMENT PROVIDE DE5I6NATED VW,TE COLLfC.TION AREAS AND GONT.NNER5. ARR.A.N.6E fOR RE6VLAR Dl5f'05AL PROVIDE COVERED STORAGE rm-I SECONDARY CONTAINMENT. CONTAINER$ ARE REOUIREP TO PROTEGT i"ll<STE Fl<Ot-1 f<AIN TO PREVENT i"ll<TER POLLIJTIOI< AND PP.EVENT V<IND DISPERSAL. l"'iM-6 HAZARDOUS Jl'ill61E MANA6EMfNT HAZAP.D0\!5 MATERIALS MLIST 6E DISPOSED Of IN ACCOP.DANGE ~ITH STATE AND FEDERAL R.EG1JLAT10N:5. IDENTIFY THE PF!.OP05ED METHODB OF Dl5P05AL AND ANY 5PEGIAL HANDLIN$ WNTRAGT5 ntAT MAY 6E APPLIGABLE. rl.'-1-1 CONT A"IINA TED '::QL MAN>6EMENT PREVENT OR. REDUCE THI;: Dl$C.HAR6E OR POLLUTANTS TO STC1<.HriArER FRCt-1 CONT~INATW SOIL AND HIGHLY .AC.VIG OR. ,a.J..KAUNE SOILS 6Y WNOUGTlNG PRE-GOHSTRUC,TION 5URVE'f5, IN5PEGT!N6 EXGAYATjQNS REGULARLY, AND REMEOIATING GONT;,,,t,,1INATEP 'SOIL PROMPTLY. l"I.M-~ GONGRETE ~TE ~ANA6EMENT STORE DRY AND Y'iET HATER.IALS UNDER COVER. AVOID ON-SITE rtASHOJT EXCEPT IN DESl6NATe.D AREAS Al"IAY FP.Ot-1 DP.ANS. DITCHES. 5TP.EET5, AND STP.EAt-15. CONCRETE l'IASTE DEPOSITED ON-SITE SH.ALL SET lJP, BE BROKEN APART, .AN:D 0I5f'.OC---ED OF PROFERL Y. cot-JTAINMENT .AND Pl<OF~ DISPOSAL 15 REGUIRED FOR ALL CONCRETE V"tASTE. Y\'M-"I SANITA..~Y/SEPTIG !r",l,ASTf MANAGEMENT r.JNTRE,.J-. TED RAV', il'lASTEJ-"t,A. TER JS NOT TO 6E DI5GHARGED OR 6VRIEP, SAN.IT ARY~ FAGlUTIE5 ON·SITE AF!E P.EGIJIP.ED TO BE IN GOMPLIANGE >'!TH LOCAL HEALTH AGENGY P.EGIJIP.EMENTS. SANITAF!Y OR SEPTIC. YV6TE5 MUST BE TREATED OR DrSPO&ED OF JN AGGORD~GE rtlTH STATE ~o LOCAL REQUIREMENTS. TC.-1 ST..4.8IUZED CONSTRUC.TION ENTRANC-E A STASILIZW ENTP.ANGa 15 l<EC<JIP.ED FOR ALL CONSTP.VCTION SITES TO ENe<JP.E THAT DIRT AND :DEBRI5 ARE NOT TRACKED ONTO THE ROAD OR AD.JAGENT PROPERTY. MAINTENANCE Of SIJGH A SYSTEM IS REQUIRED FOR THE DUAATk?N OF THE PROJEC.T. SLIGH STABILIZATION MAY BE OF ROCK OR PAYED. SE-1 SILT FENGE SE-S SEDIMENT Tl'WP SE-a Gf<AYEL SAGS ERODED SEDIMENTS t-11J5T SE P.ETAINED ON·SITE AND NOT PEP.MITTED TO ENTEP. THE DRAINAGE SYSTEM. REQUIREMENT MAY BE rwYED AT THE SOLE DISCRETION Of THE CITY IN5FEGTOR IF OTHER EROSION GOHTROL 8MP'5 ARE DEEMED SJJfflGiENT. EXCAVATION NOTES (D 6UILOING PAD AP.EA SHALL 6E OVEF.EXCAVATED AT LEAST 2'-6' BEL.Cf'( EXISTING GP.ADE OR AT LEAST 2'-6' SELOY'i EXISTING GRADE OR A MINIMUM OF ONE FOOT BELOVi PROPOSED FOUNDATION. SEE PLAN FOR LIMIT OF OYEREXGAYAroN. EROSION & SEDIMENT CONTROL CONSTRUCTION NOTES A.LL BMP'S. SHAL.L BE IN ACGORDA."1.C.E 1"11TH MODEL BMP'5 FROM THE CALIFORNl,A. &TORMJIIIA.TER BMP HANDBOOK FOR WNSTRUGTION AT ~GAEMFH.AND600KS.COM @) GON5TP.IJGT GP.Ava BAG EROS.:>N CONTP.OL ALONG PROPERTY LINES EXCEPT ~y APPROACHES, THE SAND BAGS 5Hc,JLO SE 24" ~IDe AND 10· HIGH. MINIMUM PEP. DeTAIL HEP.WN ANO IN .¼CORDANGE ~ITH BMP FACTS SHEET • 5E-i. @) CONSTRJJGT SANITARY 11'iASTE MANAGEMENT AREA IN AGC..ORDANC.E NTH BMP FAGTS SHEET• l'\M-9. (@ CONST1'J.JCT MATERIALS STOP.AGE AF!EA IN ACCOP.DANGE ~ITH 6MP FACTS SHEET• t'>-1·1. (@) EXISTING l"<ALL TO P.EMAIN. PROTECT IN PLACE. GRAVEL BAG LAYOUT \\,;1.0 Affcf/1 "<,, }' ('. .:) MITCHELL SCOTT C',; ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ ____ INTERIORS 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 PLANPA2021-087' 0 ---------~=~--------------------0------------~----------o-------1 I /// ~ f-------------1 ~ ~ ~ I 0 0 I g :-----0 o I 0 ,-------------------------------------------------------------------------------, I I I I r-----------------------------------------------------------------------------' 0 t I I I I I I I I I I I 1 0 -, -----'1------4------',: I II I I 1 0 f7f7f7f7 I -$-I -f------I1-~ ~ -=rr -~_J r--tt-0 0 <E-0 I o 0 0 0 II I I: I 0 II I II _ _ ______ JL __ IL _ _JL _ _JJ ____ ll__ I 0 0 ( 0 a D 0 0 0 0 0 0 0 I ________ J CJ 0 1--o I I 0 0 0 □~ --, i--, ---+----o-----, ' ' _, 0 0 "<---------' ------------~-1•--•------•--•---------------~----~~I~~--' I * I \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU C-36977 * ROST-ARO-HTECTURE .__ __ INTERIORS 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-11796PA2021-087. 0 0 I _8 I c-------7 [ _______ ] 0 -I I '. I 0 I / "' I O 1>--------1::::J A ): I o I ( I / " ,, ~ •. t--+----HI I o I ,·;_ 0 . . ·:;, 'l.-,L"~l'-"l--+--~-.1";' '/ "' ' >+"-',+--,,--+ . -:, / 0 8 ,-1 G0 I ~ 7 L _J I ~ L _, --o--1-L-__: --, I I I I I I - -_J 0 . 0 ::::J . ' • ::::J • 0 . _J ::::J ::::J I I 'i Ii I 'i I Ii I 8 I I I I I I I I •r-111 ', ~.~======;;;;;;!1~~~===:"===€~~q~=t='t=+::t=====~,;:=. ~ I \ Q Q . ,. I I I I I I I I ,, ,, I ,, I I lj lj I ,, I I I I I I I I I I I I I I 1! 1! I 1! 11!11 I ii I ii ii I I I I I I I I I I I I I I ,, " I I I i' ·, I I I I I I I I I I I I I 17 I I I I I I I !, I !, !, I ,. i c...L L-I I I I ,, I I ,, I I I I I I I I 1! I -', ii I ii I I I I I I I I I I I I I I I I I I I I I I I I I I I I I !, I !, I _, 7 ' • ' -, ,_ ' . I ' / ~ I I I I I I I ,. I I ' 0 I--,.,---.,) ~ r-,--~:::J ____ _J ' -, I I ,. . • IC I I f-il I LJj - - - -1--- - - - - - - - -~) l--l--+----++--t--------lll,,1--.--------,e======'--' I I I .. I I I I I I I I n---I I ' ' ' I I . --• r . • . • I . I • I 0 , ' .... ------- - -. . ' 0 .. . . . . -• 1/ I 0 I I I I I I I I I I I I I I ~ I I I • I I , . • • I I I I I L ______ J I ' I 1----------.. 1 • • r • . . " i. ,. , , .. . ':,-. • . . ~ ~ l I * J \\,;1.0 Affcf/1 ""' ;-(', .:) MITCHELL SCOTT c>_,. ROCHELEAU C-36977 * ROST-ARO-HTECTURE .__ __ INTERIORS 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 SYMBOLPA2021-087Q r-----------------------------------------------------------, i 4-----------l e------------J () f-----------4 n i I 1----f I I 1---------, I -------~I ---~ c+----c----c---+------------~ c----c----c-----l--c---------+------~ I I I ~~~~~~~~~---r-~tt-7r----r--~~ I I I I I • I I I I I I I I L _,..-I I c-------.---c----.-, ---c-------I I I I , ·. -·· _.· -.,.,... '---::: .. .:.:!.,. ~-..::,...-· ~ ,·7 -'t'.""t"'" --C) . . . .. ·.:....· ~-·-.:..;.;.-·:::;_:_ · ........ ·.·_..··-.. --~--~ _....;..;._ -.· ,· ~.-,-,.~. ~-C) C) . ,L ...... {' . ·•· , I I I I I I I I I I I I I I I I I I I 10 I I I I ' I \\,;1.0 Affcf/1 "<,, =~= ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ ______ INTERIORS I 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 FT4A1.06AREADIM. (WXH) SQ FTFIRST FLOOR:16'-2" x 18'-5" 114.5224'-5" x 3'-1" 13.71318'-7" x 3'-1" 57.46427'-10" x 36'-0" 1,003.50513'-9" x 29'-2" 402.2768'-9" x 8'-6" 75.18TOTAL FIRST FLOOR: 1,666.64SECOND FLOOR:739'-0" x 21'-7" 84386'-4" x 5'-2" 32.88911'-2" x 12'-8" 141.711027'-10" x 17'-10" 498.511127'-3" x 26'-8" 726.721214'-5" x 16'-0" 231.681322'-7" x 2'-6" 56.46TOTAL SECOND FLOOR: 2,530.96TOTAL HABITABLE: 4,250.06---------------------------------------------------------GARAGE AREA:14'-9" x 3'-1" 14.77234'-1" x 13'-3" 453.02332'-11" x 2'-1" 68.58434'-1" x 5'-5" 184.26TOTAL GARAGE AREA: 720.63---------------------------------------------------------DECK AREA:119'-1" x 5'-6" 104.89214'-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 PLANPA2021-087r-----------------------------------------------------------, I I I I I I I I I I I I I I I I I I I I I I I I I ~ ' ' () () , , -r I I I I ., ' I ,,, ' :, I I I I I I I I SL I 17-I I I I ,,, I I I I ~ I I 1· I I I ' : I ,, I I I , I I I ,, I I I I I I ' I I I I I 'I I I I I I I ~ ' ' ' ' ' ~1-::.-~~~ I-,"-~""""~~,I !,, 1--" I ,, ~ - - ---,~----"---"-¥-! 11 11 11 11 I I clh~~~,--",,--'-c-"-' I I ~ I ----------v--------------------------------------------I I l I I I I I I I -----------~---------l ________ 1 __________ L ___________ ..... ___ 7'l I 1//// /// , ~ '/ / / / ·~ ~ I r----------------------------------------------------------------------------------7 I "'< I I I I I I I I I I r----------------------------------------------------------------------------------1 V -... / I I L_-"'---''--'../--'µ_-'-/-.µ.._u I ------------------~ ~· I ---, _J - - ----· -----T--~-,r----,-,---I ...IL - , __ .JL..: -ZPnl---~~----i'c-',n~~-~ - - -I I F7'=l-r-;:::===:r:' r :1 0 0 0 0 0 _I \ \ I ~, -'====I I I I I I I '1 '1 ,, '1 :1 I i '1 II ~l'I '1 .._+----4--1 '1 ,t----\------+--7 ·1 '1-----\--1----11 '1 I ,1------+-------1 t-'1--------11 'I , .... --,L---11 ! -~ V '1/ """'._,...""'_'1 ,o----<a----il I ito ,I ,I ,I \\,;1.0 Affcf/1 <:., <,, l' ,-, .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE '----INTERIORS 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 ELEVATIONPA2021-087I I I I I t ' I I -I ~ I I I I I I I 11111 1111 I I I I ------1-·u ·(l i I I ---t I I I I I =sr I o--1 I I I I I ---t I I -11.:~.~\:::.:,:••;._.:_·~-•" -': ~ ,·, -. ~'.: . /2 >: ' ; C) C) C) I :. :·i,' • ·:•: I ··< ·'• I -~rFrni11-_r l ·----'•.,_._ I I I ,,--I r I I I I I I I I,-• 1D I I I I I I I ~ I-I I I I I -··-, 0 C) 0 C) ,.,._, -,··-··-----,.-------------------,--·------C) ',··1 1111, :,: : :u '· _·,•~,r.:::-;,ci. :. .:--· :> :;',-'.:,: :\·: ·'.1!!!: . :·:.: ;_ ~~''' ,,,,, [].~ ·1111., ••• . _, -" ' -;, . . '~ ' _,-. ' -. . . . 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' j il-, ,-~ 1 ' 111 I J L-_11 I • l I 111----=Lll 11 ~ .--, ,-,---;: -=--1--1 1:::;::1 I I _j I.I-. -11 l=l I j=----.., I 1-c;-·1 ~---~ ' ': --• ------~ .....::': ~--~Ill ~1111111111111111111111111111! Ill Ill Ill 11111111111111111111111111111111 Ill Ill llllllllllllllllllllllmlllml m Ill Ill lll=lll=lll=III_II_ -11:-11 m Ill ill ill w 1111-111111-1111 m Ill Ill lll=lll=lll=III_II_ --1 II 111 111 111=1 I l=I 111=1 I - - -.... --I ~ -----I I -I ---* I \\,;1.0 Affcfl/;-<:.,<,, ~ -<'(' .:) MITCHELL SCOTT _,. ROCHELEAU C-36977 ROST ---ARO-HTECTURE INTERIORS * 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 ELEVATIONPA2021-087------I I I - -I--I I I I --I I I I I I I I ,. ., ' ' ' ' 0 0 ' ' ' ' ' ' 0 -0 8 0 -0 8 ~fil I -I---' ' ' ' ' ' ' , , I I 8 DI 0 o--1 I --0 I I I I I =a=-I I I I 0 I -0 : ~--\),? :._ :---•• ·.··~.:.··.;,-_·_,·.~-.:./·.·.•.· ••• ; •• :: •• ~~.:. -·, -.; ; < -,,, ; ·.: ': ' ; >;-::..-::'.:/:'._.· , . '. ',' . ~ -: . .' •,-;.' :-·: •. :.-·,.···:--:·,-. -. . .. -· .---, ' ·, .. _, _,-.. -. . 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ROCHELEAU * C-36977 * ROST-ARO-HTECTURE .__ __ INTERIORS 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 PATIODININGKITCHENBEDROOM 13-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 ELEVATIONPA2021-087-' ~ I I\ /\ ,/ I I ~ ~,/ ' -1-·· . -~-~ I ~ . -I ~ ----' ~ I , ---------lrl-, -,~ I · ~ _/ I'_/ I D t~)O I ' ', ' i c1 w ~---~==~,--I I ',,, 1 , ! ~ ·' : i l /A~ -e 5ol ! --_ -~ -. -·sr!" • "lf j O C) ~=====r=n==r1---,T~ill i I -i '-·--' ,-1111 II O C) L I-F=ill I i C>-I C:) / \ r-lJ --------', i---L I I I -----t----=-----I / ' I i n : ---.c :O ,3 i i I L '\' ', / ' 0 I I 1, f'=F=~71 r , _ 1 --' ' _ , -+ -I f--------1, I ~ -• I -I I 11 ~~==== , ~ . 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',,, ,,, .. 7 (I I i' II I I i' I I I I i' I I I 11 111 ~I I I I I i' I I I I i' I I I I i' I I I I I II I I I i' I I I I i' I i' I I I I i' I I I I i' I I I I i' I 111 i' I I I I i' I I I I i' 11ml I Im -111 11 l=I I =I 11-111-111-111 11 l=1 11111111111ml 11_111111_11111::1 i i=1 i 1-111-111-111 i 11 i 1 I I I I • Htf7 I i -D '--__) I \.___,I I I 0 I l ) ' ' LJ TI I u Oo .. -~ ,,_ . -C) ,;---j --~ -~ -----~ ' , , , ~ -~ ~ I -' ~ ' ~ ~ ~ \\,;1.0 Affcfl/;-<:.,<,, ~ ~ <'(' .:) MITCHELL SCOTT ,,_ ROCHELEAU * C-36977 * ROST -ARO-HTECTURE INTERIORS 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 - CPA2021-087I A I "-/ r"\. /\ I r-'\. 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"' MITCHELL SCOTT c>_, ROCHELEAU * C-36977 * ROST L..._.....::::ARO-HTECTURE -INTERIORS 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 - FPA2021-087--, , , ~ ~ r'-. ~ , , ·1 . . . ·1 • ,. I I __,) ~J \_/ I • -I I I -I ---I I I I I I I 9 I I I I I I I I I I • I I -r 0 I ~ • . . 0 . , . • I I i. 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ROCHELEAU * C-36977 * ROST-ARO-HTECTURE .____ INTERIORS 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 - GPA2021-087I I ri f , • I I I I I ~ -I -+-I I C) I I I I I I I I I I I I I I I oc I I I I I I I I -t--I ~ ---r--I I I I I \ , I \ ' \ ; I \ , ~ ' I ; I \ ; D--1 \ ; 0 ; 0 I \ I I ' \ I I ( \ I ( \ \ I ' \ \ -t-\ ~ I ~----------==--------, _=r= ~ - I I I I I I I I I I I \ I \ I \ \ ~ I \ \ 0 0--------0/ ( 7T. 1, -, . ,-/,, ,'----"/ C ---------=;= 11111 111 ll I I I I I I I I I I I / □ __ +-_ +----_ _ _ _ _ _ = 1 1=1 1 1=u _ II ::Ill Ill !:11 !Tl Ill Ill ................................... = = II Ill Ill -11-1111l11-111-111-111ITT-111-111-111-111-111-111-11 111-111-111--11-111-111-111-111-11 llli-111-111-111-111-111-111-111-111-111-111-111-111-111111-111-111-111-111-111-111-111-111-111-.-11-111-1111" -11-111-111-111-111-11 -. -• -• --. -• -• -' ' -' . -' ' \\,;1.0 Affcf/1 ""' ;-('. .:) MITCHELL SCOTT C',; ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ,..___ INTERIORS 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 WALLPA2021-087•<3 •• ".-" <! _,,_ •.,_ ' -.· .. -;; . ,•, •, <! -· '" , ,I • ." ,:( ~ :-. ·-: .. : . . .--"; :.4 -.-..,_,. ~-'·,.;.:i ... •. . .. _ . .,. ·_ . .; ' . : .!' , ,' . , .. ·,4; , . . . '" ,', ,, ~ .•· ' ' I I I I I I I ' ' ' ,~ ' ' . " {l: :._, '··• ·.--1 ". ' I ' •,• -·-• -~nn· ' ' ' I-/ I I ' ' I I I I I I ' ' ' ", , ' I ' I I -i= r I ' I ' " I • L3 ' ~I r I~ I~ -' ~ ~ -( ' ' ,, . , . • ,. • <)• , : ~ ;! .. -. · .. ., ~--.-.~ .... · .. -: ,"-•••• _. "' • 4 • ..• -'!' -.. -.. -1 • _. ' -~ _., • ·." _J ·•, . : -,· \ . ::--:.,. .. _ ,·· ·i• . .. "' ..... ---· .. '.,. . ·= . d' •. .... .. ' 4 • ,,· \ ,, .. \ . . '-~ -·" , . , -.. ,:j , <l ',, . . ·-.•• • •• o,r_, ~4 , ; • ~ : .. ~,, .--~ -• ;i .4 _· :;, -.,_ , . , . -.... .. ... .. .• .•. -· -. -.• .. <J ,1 __ l_i _____ _ ..c....:... ____ _ -------<J <J <l <J .6_ , _ . .,_ ~--<J ,1 I 11 I_ <J 11 <J I I I - : <1'1 I • ,, I ' i <l <J <l <J <l <l <l <l ,('.} .1 <I <J <l , ,1 <J ,1 .1· <J .1 <l <J ..1 <l <l, ·-----------------<J " <l , <l <J, <l <l " -.:.<! -"'. •· . <l ,1' 4 LI " I <l, I I I <l <J , " <J ,1 <l " <l <l ,:j , . <J 111111111111111 1! I _111 I 111 I 1! _Ill 111-1 1 I _111-11-lli= _Ill 111-1 I 111-111-III= 111-111-111 I 1-111-111 Ill~ , 1_11,-, I -I I I -__: _·_ ~---.....,__ L <l <l L <J =-' * ,;1.0 Affcfl/;-<,,,'1-<'(' " ,, .:) MITCHELL SCOTT ROCHELEAU C-36977 ROST ARO-HTECTURE INTERIORS * 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 SYSTEMPA2021-087•, ~-.:1·· .... -,;.,-· , . , . : . ' _,:J • • -;,_ -4 . ..,-_. .. ' _-...; I -, .,;! , ·, ~ ,'l • ,i· I :1 . . ' -. • I I ·-' ._, . I ' ' I .. ' I ' ' • .--I , ·• ' • I • I : • I • I I : • I • I : • I • I I : • I • ·: : ·: : :_ • .:_ I II I 111 I II I I i' II I ·,".:.:r· ' ! I ' I • j I : I I :i I * ' ,;1,0 Affcfl/;-<,,,-1'-<'(' '-T _,. .:) MITCHELL SCOT ROCHELEAU C-36977 ROST ARO-HTECTURE INTERIORS * 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"INTERIOREXTERIORALUMINUM 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"INTERIOREXTERIORALUMINUM 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"INTERIOREXTERIORALUMINUM 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 PLASTERPA2021-087I !1-----~ -------llj• I ,. I I 1 1/ --I------DL+----11 II I I II ' I-------' '-------I, 1111------aJ[c 0 --------------------rr-------------~ I I I I I ~--------------~ ____,,------~ \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE L----INTERIORS 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 ENTRYPA2021-087lf---------~1, ' '--------ll" ---.... -----:-. ---__si If" 'II fL __si ~ 'II 0-f--------75 @ lJ 7f @ u ---~ ---"'if lo,~ , '~ " m ' " • . 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" . ·--. -·-,. ,. . ., ---;; . --. ,~ .. -· _. ---. -, . • . --. -. ;--.. _. --_.. . . •, ---· --I . .. . '•: -~ , __ .f. • . '.l • . · . -· ~-1·,~.--. -. -i•' { ---.• ·-" . •. . ·----1' I 'ITT' I . ·.• ~ . . --. . . . : I . ' . . ·-• . ' ' -·--· •. ; -• -; ,·-. . ~ " . . :-' 0 .,~ . " . . 3 ; ' ·• <, --. ,: '-. . . ' . .,. 4f . .. .. •• ·,!· ' -~ ·~ -. . .,.:1 ___ . . _.,_, ·• • , • " . ' •· -. .. ... -'. . . i'1111111 ' ·, .. . ' • ' ·-. .. --. .,~,. -·--.: ' . I -~ ... .. . . . •-; ' .. .-. ._ ' .. .. .. ' · . --. . . . .._. ... ' --. ·• . i, •• . .,:_ -. -•.,I• d . . --.-.o"" . _. -: 1 . --.. .. . .,_ : ·. . . ·, . ; ·•. -.-. ---4. -. . . -• --. . ' • •· ... -. ~--. · . .. . . . . ,--. • . . --; . ' ., .·-. ·-~ -·-' --. -· ., .. ; \\,;1.0 Affcf/1 <:.."-}'('_ .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE L..----INTERIORS (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)PA2021-08711f1111 __ _ " . ! ! " 11 " ii ii ii ' " 11 " 11 " 11 " ii " ii ,, .. , ···-, '" ,· -·' . . . ~-~·.,j:· ~-~---~~-Cr-I I I c::::F=======ni~ I I I i 7 L r " , I[ " ' \. . ' ' I ' ' I ' ' I ' ' I ' ' I \. \. \. \. \. \. ' ' / / I \. ' ' \. ' \. I L I I I I I I I I ----,.---+---r-- -I I \\,;1.0 Affcf//J' <:., <,, ('(' .:) MITCHELL SCOTT ,; ROCHELEAU * C-36977 * ROST ARO-HTECTURE ._ ___ INTERIORS 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 SINKPA2021-087d.-I ' I ' •• :,::: ____ _ • • • • • • I •• •• •• • • u---,J ,' - -- -):: : ,' r l ~ -r J: r l_ • * ,;1.0 Affcf//J' "'" ---('(' ~<, MITCHELL SCOTT ,; ROCHELEAU C-36977 ROST ARO-HTECTURE INTERIORS * 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 SECTIONPA2021-0870 0 -c====== = = ====== = = ======= = === _____ J_ _____ J _________________ 1=---------~-----------------======= ::===-==-I I I 11 11 11 I I I I I 11 I I 11 I I 11 I I 11 ~+-~---->--___ _j__ I 11 ------4 1---++----f+ ---++-----l I-- I I-----++ ----H ---11 I I I 11 11 11 11 11 I I I 11 11 11 11 11 I I I 11 11 11 11 11 I I I 11 11 11 11 11 I I I 11 11 11 11 11 I I I 11 11 11 11 II II I I I 11 11 11 11 I I I 11 11 11 11 11 I I 11 11 11 11 11 11 I 11 11 11 11 11 11 r--~L------~~-------LL ______ Ji _______ LJ _______ J~ _______ LJ _______ ~L-1 I II II I I I II II II II II II II II L __ rr-------7T-------rr------7T-------7--------,v----------~-----------1 I I I I I I I I I I I I I I I I I ---------n I I I I I II II II II II II II II II II 1111 1111 II II II II I I I I I ----, ,-II II II II II II II II 1111 II II I I I I I r---~----M---1 I I I I I I I II ,, I I I I I I I I I I ,,_ I I __ , I I I I --,. I 8 8 t=------'" _____________ ____J~ ' ' 4 <J 4 [ <1 LJ 4 <1 <J 4 <J <J 4_ 4 4 <J <J \\,;1.0 Affcf/1 "<,, }' ('_ .:) MITCHELL SCOTT c>_, ROCHELEAU * C-36977 * ROST-ARO-HTECTURE L.------INTERIORS 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 PLANPA2021-0870 0 0 0 0 (Zi q / / ~ -/ -11 ..,, -/ -~ "I ,CCC ,~ ~ . • ~ . . ·Cl• ,:r_ ·I, . l ~. I ~ L -I/ / I I ~ /:~ % I" "'i / /I / M' a=r-=-=-=~~~=-d-_J~o ~/r= : 1/ / /~ -i irt---+----+_J~ ~ ~, " I -. cJ\l ~ ',i ; ~ l;ffl! ~I . '/,, ~ ~~ ~ ~ !, ~ ~• c~ ~ ;;;~ //// 11//2/ I~ ~ ~ I ~ I . ,_ ..., -L 1----0 kl /I --...... -/ I A ~ ' I/ --I/ / b;:: 10 I/ -* <;,.\l-,;1.0 Affcf/ ,"-' I;--.., ('_ MITCHELL SCOTT <',; ROCHELEAU C-36977 ROST -_ ___;=:::::;o-HTECTURE INTERIORS * 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 NOTESPA2021-087\\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ ____ INTERIORS 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 SECTIONPA2021-087---J I I -I I ----,> II ~r-------------------' I -i oj ' " " , I I -, , -+ 0 c' C C C -/' .... , I l , I I I 0 I I I I I I J a I ' I " I I I I I I I I I I I ~ I <:== I = " " IEll " I I ----. --------~. ~-~~-~~~---~--------~ I " I I I I I I I I I 0 j ~ "' " " IEll l -I I ,1_ -----1 '1 : I I,,,_ ___ _, OJ I i : I,,,_ ____ _, '---_J· -" I/ -1--1-, / I "I " ',': ,_ ___ -I I I 1L _: L□ □ / /~.=l=-1 \, l/ • / I V / ... -1---+--I " " I = I • ~ <= ~ ' ~~ I II "'' -------' A _I ___ 11_, ~-' [Q] [Q] 8 D [Q] n / [Q] / _,J I I • C _, ~ I I I I ,--F-tF_ l-f _,-f -=1-, ... J J J I I I 0 " I , -1 I l I L_L_ Jb_-ll-~t -;J ~ IEll " ,--[_J_[_lf_J_f _J-, r -~ ~---~ --· ~--~ ~----i 0 0 l o 1 I -"---'>< X ',,· X )< X )< X X X X X ... □ □ 'X._ ,'x ;.--.. X x x )< x X X J<. X X " xx x:xvx.x"><' x_xx_x1xxxxxxx xXXX XX;<,XX;<.X )()<XX YXXYxx xxXxxxxxxxxx X>sXX XX;<,XX XXXX XX'><'X)I.VY 'xxxXlxxxxxx xx xx xx Y.)'.XY)< Y)<)'.Y xxXxAXxx X X X X X X X X 0 0 0 0 0 I I I I --,_ i i 0 ' 0 ' 0 ' 0 ' 0 ' 0 l=I 8 [Q] lb -.. D -• • ~ \ I / I l G V I --~ ---~ -------I / -B ' ' ' ' ' ' ' ' ' ' ' ' ' 0 I/ □ ,-------7 I 17 I I L_J I I I L _______ J t [8J , 7 L _J * \\,;1.0 Affcf/1 ""' }'(', .:) MITCHELL SCOTT c>_,, ROCHELEAU C-36977 * ROST-ARO-HTECTURE ._ ____ INTERIORS 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#DESCRIPTIONPA2021-087~~--_ -------I -I I ' I l ..----' --I <c--... ' cp ~ I , --- ---jl ' ' r ' I I I ' I I I 7 77' ' I I II ' L _I _il I I I j I ' -it -- -' -' 81 ~v·1'1 --.i.J.. '1: ~ ~ ~ ~-, I ~,:;,, ..... ,, , i . ---I I I I ... r ' /1 \I t t v ... • I I I I l ' ,, ~ I -i , I ' -' -W-i ' I / ' ' I • "t I I I I j I ·-I I. I □ If, □ _JJfr --"d_~~--_J~----==-==:::::: ____ ~_ -----=-___ _ ------=-'--J'. ---_ .:_ ---------=-=------V ~ ~ □ r - ------7 I I r7 I I L_J I I L _____ - -J t ◊ [8J ' -7 I I I I D * ,;1.0 Affcfl/;-<,_.'/o-("(' ~<, MITCHELL SCOTT ,,_ ROCHELEAU C-36977 ROST ARO-HTECTURE INTERIORS * 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 SURFACEDESCRIPTIONCOUNTEXISTING LIGHTS0NEW LIGHTS184REMOVED LIGHTS0TOTAL PROPOSED184NOTE: -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 RCPPA2021-0878 1 ' -' I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1111 , II 1111111111 1111 . i'! : : n ' ' ( I I, ,_., ~ I C Nl-1' 11 ~ 11 l I I I I I, ' I I 1111 r-' I _;,.._. r: I I I li€l I I I I I I I I I I I I: €a I I I I I I I I , • I I I I €l-1~-----':1\ ,---1 L_ I f---u I €Jcloll I •-• I I I I I ,--~ .. -\ -I -I I I I I I I I I -~ -□ n " <--13 0 0 c> !II □ ye: ye: e,c ye: ~ -<I <I >o [QJ ,-------, I I I I I 17 I : L _J : I I I I L_ ___ _J & 11 LJ * "-",;1.0 Affcfl/;-,"-' ec> "' MITCHELL SCOTT ,; ROCHELEAU C-36977 * ROST-ARO-HTECTURE ..._ __ INTERIORS 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 SURFACEDESCRIPTIONCOUNTEXISTING LIGHTS0NEW 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"ABVABVABVABVABV10' - 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-3SCMSCMSCMCCCC9' - 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 RCPPA2021-0878 1nnnnnnnnnnnnnn I ! I y I I ,~L..J_I, I I I \ \ I \ I 11 11 \ I I \ I l.! ~i I I I I I 0 I ------------~ I I -I I I I I L _____ _J ---------■■-~l ~ :, ~).-', 1' 1~~~~~~¥\ffi~~~~ 'ti ¥ I " " '-l I:· ~I ; 11 11 ' i ,' ' ' J ~I _} II ii I ' ' /!,.._ I I TI i1,r I I I l-l--ll===•~r___Li___l_--1 l-l--1 u_1 u_u_u_u__u______:c=lli_l___[_LJ__[_LJ_J':!___lji\.,. 8 8 8 8 8 0 " 0 0 □ id= id= <J <J en >o bTI r-----, I I I I I 17 I I L _J I I I I I I I L ___ _J t i ~ 11 lJ ~ \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ,..___ INTERIORS 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 TypeManufacturerModel Frame Material U-VALUE/SHGC FinishHardwareCommentsA 5' - 0" 7' - 6" A Fleetwood Windows and Doors 4400 - T Aluminum 0.43 / 0.19 Black Anodized ArchetypePIVOT DOOR WITH 1'-0" OFFSET, TEMPEREDB 2' - 8" 8' - 0" J TBDTBD TBDN/ATBDTBD20 MIN RATED DOOR AND ASSEMBLY TO BE SELF CLOSING AND SELF LATCHING'C 18' - 0" 9' - 0" H TBDTBD TBDN/AWD-3TBDGARAGE DOOR, WOOD FINISH TO MATCH GATESD 9' - 0" 9' - 0" H TBDTBD TBDN/AWD-3TBDGARAGE 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 TBDTBD WD-3N/AWD-3TBDWOOD GATE TO MATCH GARAGE DOORSJ 2' - 10" 5' - 8" M TBDTBD WD-3N/AWD-3TBDNEW 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/FINISHHINGES/TRACKPULLS/LOCKHARDWAREGROUP COMMENTSiC 2'-8" 7'-6" HINGED DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNAPULL/NONE (none)iE 2'-8" 8'-0" HINGED DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN GIB DOORSOLIDTBD EMTEK 3-1/2" x 3-1/2" Square Corners Square Barrel Heavy Duty Hinge LEVER/PRIVACY 1iG 3'-0" 7'-0" POCKET DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNAPULL/NONE (none)iN 3'-0" 8'-0" POCKET DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNAPULL/NONE (none)iT 2'-6" 7'-0" HINGED DOOR1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNAPULL/NONE (none)iU 2'-6" 7'-0" HINGED DOOR1/2 MIN TEMPERED GLASS SHOWER DOOR GL-2 GL-2 TBD CR LAWRENCE - VIENNAPULL/NONE (none)iV 6'-0" 8'-0" DOUBLE POCKET DOOR 1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 DOOR1/2 MIN FLUSH FACESOLID 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 366PA2021-0870 \ I / ' \ / ' ' I \ / ' ' I ' / ' ' ' / ' I ; ' \ ' / ' \ I ' ; ' ' I / \ ) ------,. <E---7 ~ ~ <--I ; ' / I ' ; / I ' / I / ' / / ' ; / I / ' ; / o: 0 ,' 0 ' / 0 ' / I \ / / I / I I f:: -I \ I I I I I 1}Y I / I \ I I / jJ-l~ I \, -----, f-----I /' I <--\ I I I I I ' I I ,,, I I Q \ I \ \ I ; I ' \ 1 t,, \ \ l'. -,1 \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * I .J'~r ":fr?~ E: 0 F CJ/\."l-1? L-f V ROS r· ARO-HTECTURE INTERIORS 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 HeightManufacturerModelTYPEGLASSU-VALUE / SHGCComments1 3' - 4 1/2" 7' - 6" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24TEMPERED2 2' - 2" 5' - 8" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.47 / 0.19EGRESS3 2' - 2" 5' - 8" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.47 / 0.194 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW5 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW6 7' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW7 4' - 0" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24TEMPERED8 1' - 6" 21' - 4" FLEETWOOD DOORS AND WINDOWS 4800-TAGL-10.30 / 0.24TEMPERED9 8' - 6 1/4" 4' - 4" FLEETWOOD DOORS AND WINDOWS 3800-TGGL-10.31 / 0.24CLERESTORY WINDOW, IRREGULAR SHAPE10 4' - 0" 2' - 6" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.60 / 0.70BELOW WINDOW #1111 4' - 0" 6' - 6" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.47 / 0.19EGRESS12 4' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW13 4' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW14 4' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW15 5' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW16 5' - 3" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW17 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW18 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW19 4' - 4" 2' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW20 4' - 0" 2' - 6" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.60 / 0.70BELOW WINDOW #2121 4' - 0" 6' - 6" FLEETWOOD DOORS AND WINDOWS 250-TCGL-10.47 / 0.19EGRESS22 5' - 0" 2' - 4" FLEETWOOD DOORS AND WINDOWS 3800-TFGL-10.31 / 0.24CLERESTORY WINDOW, IRREGULAR SHAPE23 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW24 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW25 5' - 4 1/2" 3' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW26 1' - 6" 3' - 4" FLEETWOOD DOORS AND WINDOWS 3800-TDGL-10.31 / 0.24CLERESTORY WINDOW, IRREGULAR SHAPE27 1' - 6" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24TEMPERED28 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW29 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW30 6' - 10" 3' - 4" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW31 4' - 0" 10' - 0" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24TEMPERED32 4' - 0" 3' - 4" FLEETWOOD DOORS AND WINDOWS 3800-TEGL-10.31 / 0.24CLERESTORY WINDOW, IRREGULAR SHAPE33 6' - 3" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW34 6' - 3" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW35 5' - 0" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW36 5' - 6" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOW37 5' - 6" 2' - 10" FLEETWOOD DOORS AND WINDOWS 250-TAGL-10.34 / 0.24CLERESTORY WINDOWSKYLIGHT SCHEDULEMark Width HeightManufacturerModelOperationU-VALUE / SHGCCommentsS1 5' - 0" 2' - 11" TBDTBDFIXED0.30 / O.23S2 5' - 0" 2' - 11" TBDTBDFIXED0.30 / O.23S3 5' - 0" 2' - 11" TBDTBDFIXED0.30 / 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 366PA2021-087. [LJJ ' ' r r l l , , I I I I I I I \\,;1.0 Affcf/1 <:., <,, ;-('. .:) MITCHELL SCOTT c>_,. ROCHELEAU * C-36977 * ROST-ARO-HTECTURE ._ ___ INTERIORS 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^/ͬ^Dϭϴ͘ϮϮ͘ϭ͘hƐĞŵŝŶ͘ϭϯͬϴΗTdžϳͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϭͬϮΗTďŽůƚ͕ϭϯͬϰΗTdžϵͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϱͬϴΗTďŽůƚĂŶĚϮϭͬϮΗTdžϭϭͬϲϰΗƚŚŝĐŬǁĂƐŚĞƌĨŽƌϭΗTďŽůƚ͘h͘E͘K͘All 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"2x62x8SPACING MAX SPAN SPACING MAX SPAN SPACING MAX 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^^^Zt^/E^,h>Et/d,,>&d,^W/E'͕ FOR TYPES & .4 5c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE SPACING, FOR TYPES , & .3 45ϱͬϴΗT2XA.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 SCHEDULE3 45APPLY 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.PA2021-087-II 11 u -I I ~ . I V -I -V -I V --6 6 & & & 66 666 ALLOWABLE .//···· ...•. •·· Mortar shall be type Mor Sas applicable and conforming with ASTM C270 and shall be proportioned per Article 2.1 & 2.6A of Specification for Masonry Structures (TMS 602-16/ACI 530.1-16/ASCE 6-16). ..._, .J I l ·1!(~ I\ I / I I ·, 1 I 'ii .. . ii I I C RE Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com No. C78194 09-J0-21 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^ĞĐƚŝŽŶϭϳϬϱ͕ĂƐŝŶĚŝĐĂƚĞĚďĞůŽǁďLJKZ͞ƐƚĂƚĞŵĞŶƚŽĨƐƉĞĐŝĂůŝŶƐƉĞĐƚŝŽŶƐ͕͟and 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.PA2021-087CITY OF NEWPORT BEACH COMIVIUNITY DEVELOPIVIENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN ACCORDANCE WITH CBC 1710. STRUCTURAL OBSERVATION IS THE VISUAL OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONSTRUCTION DOCUMENTS 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE REQUIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL OBSERVATION REPORTS. 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. 5 THE REQUIRED SITE VISITS SHALL AT A li.!INIMUM INCLUDE THE FOLLOWING: A OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE POUR B OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY OF NEI/VPORT BEACH ''COMPLETE FRAMING INSPECTION"· AND, C FINAL OBSERVATION OF THE COMPLETED STRUCTURE ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN ENGINEER DR STRUCTURAL OBSERVER 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF NEWPORT BEACH "STRUCTURAL OBSERVATION REPORT FORM, OR A SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL OBSERVATION REPORT 7 IF THE CITY'S FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL OBSERVER"S LETTERHEAD, STATE SITE ADDRESS. PLAN CHECK & PERMIT NUMBERS, STAGES & ELEMENTS OBSERVED, DATE OBSERVED, & COMPLETE CONTACT INFORMATION FOR STRUCTURAL OBSERVER 8 ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED SHALL INCLUDE THE LICENSE STAMP & SIGNATURE OF THE STRUCTURAL OBSERVER RESPONSIBLE FOR THE PROJECT. 9 EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, ANO THE BUILDING INSPECTOR. 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL STRUCTUAAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN CORRECTED 12. FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTURAL SYS-TEM BY THE CHIEF BUILDING OFFICIAL, OR DESIGNEE. WILL NOT OCCUR UNTIL THE FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH CHANGES BY THE CHIEF BUILDING OFFICIAL. OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN PROFESSIONAL AND/OR CONTRACTOR PRIOR TO INSTALLATION AND/OR CONSTRUCTION OF SAID CHANGES. STRUCTURAL OBSERVATION SCHEDULE SITE ADDRESS: 1740 Ocean Fronte 11 PC#: TO BE COMPLETED BY THE DESIGN ENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS AND,'OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED, SPECIFY THE INTERVAL TYPE STRUCTURAL ELEMENTS AND/OR CONNECTIONS TO BE OBSERVED .,/ FOOTINGS, SLAB FOUNDATION, ANCHORS □ MAT FOUNDATION, PRESTRESSED CONG. SLAB □ CAISSON, PILE, GRADE BEAM □ OTHER· □ CONCRETE □ MASONRY ~ WOOD OR MANUFACTURED SHEAR PANELS □ OTHER \JZl STEEL MOMENT OR BRACED FRAME □ CONCRETE MOMENT FRAME □ MASONRY WALL FRAME I I OTHER □ CONCRETE □ STEELDECK ,efwooo □ OTHER FINAL ¢ FINAL OBSERVATION & REPORT SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION Design mix Formwork, Placement, etc SW panel type, grade, size and nailing prior to cover the walls and ceilings Diaphragm type, grade, size and nailing prior to cover the walls and ceilings Including all soils, foundations, shear walls and roof/floor diaphragm C RE Fi-co,,,., ·rh~ G,-.c.anrl f/p Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com No, C78194 , 09-J0-21 . . PA2021-087NOTE: ALL INFO NOT SHOWN HERE, REFER TO DETAIL 1/SD1.0 & 4/SD1 .1 AND 15/8-0.20 INTERIOR FINISH 2x P.T. D.F BLK'G @32'0.C NEW P.T. D.F BUILT-UP-, JOIST 2x@ 16' O.C. . (DEPTH PER ARCH) .J I I I CI I" I ---WALL STUDS PER PLAN _____ EXTERIOR FINISH PER ARCH (N) 2x6 FRAMING -FILL CONCRETE • PERARCH (E) PATIO SLAB -(E) CONC. SLAB/FOOTING BUILT-UP FLOOR FOOTING TO (E) PATIO SLAB@ NOTE: ALL INFO NOT SHOWN HERE, REFER TO DETAIL 1/SDtO & 4/SD1.1 NEW P.T. D.F BUILT-UP-, JOIST 2x@ 16° O.C. \ (DEPTH PER ARCH) \ INTERIOR FINISH !.' .. ---WALL STUDS PER PLAN EXTERIOR FINISH PER ARCH .-(N) 2x6 FRAMING POST-INSTALLED ANCHOR PER TABLE. SPACING BETWEEN ANCHORS AND MIN. DISTANCE FROM EXIST. AoB. TO BE 4" -(E) CONC. SLAB/FOOTING BUILT-UP FLOOR FOOTING@ C.L. NOTES: ± 22112" TYP. E.N. 8d COMMON EDGE NAILS: @ 4 'o.c. FOR VENT SPACING OF 6'-0" @ 3'o.c. FOR VENT SPACING OF 4'-0" A35@ 16'0.C. FOR VENT SPACING OF 6'-a' (2-A35\a PER ADJACENT BLK's.), AND@ 12' O.C. FOR VENT SPACING OF 4'-0" (3-A35's PER ADJACENT BLK\a.). SKIP A35's @ VENT BLOCKING --ADJOINING FULL HT. BLK'G PER SHEAR TRANSFER DETAILS ALT. TO VENT BLOCK VENT BLOCK® 2 1/16" "" NAILS jl ··•,,. • • • • • '---. • • ~ . •· • • • • • • • CS16 DRAG STRAP NAILING PATTERN@ (4)16d,2ATTOP &2ATBOTTOM EACH SIDE 'I'' JOIST W/ FUU. ----BR'G. & 2x SQUASH BLK'G. ADDFILLERS AS NEEDED TOP PLATES OR SILL PLATES 5" MIN. -9" MAX. FROM NOTCH OR END OF PLAlE 0 ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' LOAD BEARING 4x4 (MIN.) POST/MULTI--.-STUDS ABOVE SOLID RIM (2x, LV.L. OR TIMBER STRAND) w/ FULL BEARING. ADD BLKG. AS NEEDED SOLID BLKGJPOST, MULTI-STUD OR '--BEAM BELOW HEADER PER PLAN BLOCKING AT POSTS/TRIMMERS ® 3" - -SIMPSON RPS METAL STRAP TYPICAL AT EA. PL CUTw/(6)16d @EA. SIDE U.N.O. PER DRAG DETAILS ON PLANS ANCHOR BOLTS PER PLAN 1. IF NOTCH OR HOLE EXCEEDS 50% OF TOP PLATE WIDTI-1, STRAP BOTH SIDES OF PLATES. 2. FOR PIPING THRU TOP & SILL PLATES OF SHEAR WALLS, CONTACT E.O.R PLATE NOTCH AT NON SHEAR WALL@ ROOF SHEATHING ----~-:::J5" 12"MAX. INCREASE NAILING TO 8d@ 3"o.c. ON NON-BEVELED MEMBER---ROOF SHEATHING • __ -INCREASE NAILING TO +--8d @ 3'o.c. ON __ NON-BEVELED MEMBER ------318' MAX. NAIL EXPOSURE @ GAP ---2x BLK'G., LEDGER, RIR. OR TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT BEVELED ON TOP AS REQ'D 318" MAX. NAIL EXPOSURE @ GAP ----2x BLK'G., LEDGER, RI R. OR TRUSS TOP CHORD UNDER ROOF SHEATHING WHEN NOT BEVELED ON TOP AS REQ'D SHEAR TRANSFER@ BORED HOLE MAX -, PER TABLE BELOW d NOTCH DEPTH BORED HOLES STUD SIZE EXT. & BRN'G. NON-BRN'G. WALLS 2x4 718" 2x6 1 3/8" NOTE: -BORED HOLES NOT PERMITTED IN MORE THAN 1WO CONSECUTWE DOUBLE STUDS. WALLS 1 7/16" 2 3/16' STUD SIZE EXT. & BRN'G. NON-BRN'G. WALLS WALLS 2x4 1 3/8" 2118" 2x6 2 3116' 3 5/16" 2-2x4 2118" 2118" 2-2x6 3 5/16' 3 5/16" STUD NOTCHING/BORING LIMITS® __ .-2x4x6' @ 4'-0"o.c. MIN. (3) ALONG snm HEIGHT w/ (3)16d EACH CONNECTION CORNER STUDS OR POST STUDS TOGETHER w/ ,t7J::::::!:=f"71 16d@ 16"o.c. STAGGERED -_., / -1,. @ SHEAR WALLS & 24"o.c. ,---· .-. ----'---'--~~--, AT NON-SHEAR WALLS __ ,---1 PER PLAN PLYWOOD SHEAR PANEL PER PLAN POST ATEND OF SHEAR PANEL PER PLAN -------_ EDGE NAILING--------16d SINKER NAIL SPACING . I PER HIGHER SHEAR WAU. =F+:J+::===::::;::J::J\J/ PANELEDGENAILS--- ---,,_/--1\1/ _ \.j! \ PLYWOOD SHE.AR ----------~ _____ l.)\ ,,~\ PANEL PER PLAN ---'--'------'--'---'-----'--'---I EDGE NAILING PLAN VIEW WALL TRANSITION 1"MIN. 1"MIN. OVERLAP OVERLAP ___ _L._L. ___ _L._L. __ =r2xSTUD@ SHEAR BREAK NOTE: 1. NAILS SPACED @2'o.c. SHOULD BE STAGGERED MIN. 1/8'. 16d SINKER NAIL SPACING PER HIGHER SHEAR WALL PANEL EDGE NAILS --PLYWOOD SHEAR PANEL PER PLAN NAIL CORNER& MUL Tl-STUDS TOGETHER wt 16d@ 16"o.c. STAGGERED , , @ SHEAR WALLS & 24'o.c. AT NON-SHEAR WALLS SHEAR WALL/WALL INTERSECTION® MIN. 2x CONT. BOARD w/(3)16d TO EACH ROOF FRAMING ELEMENT -. , ROOF B.N. -_.-/ I SHEATHING _. -I RIRO~ . :> PER P~]t~-_. _. •~ ---------------• ----2x RIDGE ONE SIZE TALLER THATR/R --2x RI R@CA. FRAMING. USE 2x4@ 24"o.c. FOR MAX. SPAN OF 6'-0" & 2x6 @24"o.c . FOR MAX. SPAN OF 1IT-O". & TOE NAIL w/(3)6d ---~ 2x6 PURLIN & 2x4 KICKER@ 8'-0"o.c MAX. TO LIMIT RIR SPAN@ CALIF. FRAMING SIMPSON 'VTC2 CLIPS A CONNECTION DETAIL B CALIF. FRAM'G.@RIDGE @ EA END OF VALLEY TRUSS WITH (5)10dx1112 NAILS TO VALLEY TRUSS & (4)10dx1112 NAILS TO ROOF FRAMING BELOW PREFABRICATED VALLEY TRUSS PER MANUFACTURER (1)BAYWIDTHx 30" ACCESS & VENTILATION; OPENING PER ARCHITECTURAL. PROVIDE 2x BLKG. & BOUNDARY NAILING OF ROOF SHEATHING AROUND OPENING CALIF, FRM'G (PLAN VIEW) C "ICC ESR#2605 MIN. 2x CONT. BOARD w/(3)16d TO EACH ROOF FRAMING ELEMENT RI R OR TRUSS ROOF PER PLAN SHEATHING 2x R/ R@ CA. FRAMING. SECTION C C USE 2x4@24"o.c. FOR MAX. • SPANOFff-0"&2x6@ ALT, CONVENTIONAL 24 'o.c. FOR MAX. SPAN OF 10'-0'. & TOE NAIL w/(3)8d CALIF. FRAMING CALIFORNIA FRAMING CD 'TYPICAL MIN. DISTANCE BTWN. HOLES TO BE 2X THE LARGER HOLE. NOTES: b -a • • • 0 = TJI SIZE UPTO 3" I 4" I IDI I I D HOLE SIZE I 61/2" I IDI I I IDI I 1) FOR OTHER HOLE SIZES & JOIST TYPE, SEE MANUFACTURER SPEC. 2) DO NOT CUT HOLES LARGER THAN 1112" IN CANTILEVER PORTION OF THE JOIST. 3) A 1 112" HOLE CAN BE CUT ANYWHERE IN THE WEB. EXCEPT WITHIN 6" AWAY FROM SUPPORT. 4) REFER TO MANUFACTURERS GUIDE-LINES IN I-JOIST CATALOG FOR MORE INFO. 5) NO FIELD CUT WITHIN 6" AWAYFROM FACE OF SUPPORT. 6 7/6" I 11" I IDI I I IDI MIN. DIST. FROM EDGE OF HOLE TO EDGE OF SUPPORT 11 " 1 '-0" 1 '-0" 1 '-0" 11718" 230 1 '-0" 1 '-0" 1 '-0" 14" 2::m 1 '-n" 1 '-n" 1 '-n" 14" 360 1 '-0" 1 '-0" 1 '-0" JOIST DEPTH. - . 113 OF JOIST _!_ • MAX DEPTH MAX.-~--, -, I j 2'-0" 2'-B" 5'-0" 2'-0" 3'-0" 5'-6" 1 '-n" 1 '-fi" 4'--0" 1 '-0" 2'-6" 5'-6" l✓OIST • I Q 116 OF JOIST DEPTH MAX. 5'-B" B'-B" ". 6'-0" 7'-0" NA 3'-fl" 7'-0" R'-fl" 5'-6" 8'-0" 8'-0" 2" CLEAR TO EDGE OF JOIS . PIPE OR CONDUIT. ". NA Q'-0" 9'-6" 113 OF JOIST DEPTH MAX. --116 OF JOIST DEPTH MAX. I -.., -JOIST DEPTH. 1130F JOIST SPAN MAX. ' CONV. JOIST NOTES: 1) FOR SOLID SAWN JOISTS, NOTCHED TO BE@OUTER 113 SPAN ONLY. 2) MAINTAIN MIN. 6" SPACING BE1WEEN NOTCHES/ BORED HOLES. NOTCH & HOLES THROUGH JOISTS® DIAPHRAGM BOUNDARY & ... , B.N. PER PLAIN -DIRECTION OF FACE GRAIN PERPENDICULAR " " , " , " " 0 , " , : I : 0 " , : 0 ,. _______ ,, 0 <· , " " " TO SUPPORT PANEL EDGE WHERE 2x FLA TBLKG. IS NEEDED @ BLOCKED DIAPHRAGM --------=-----I 24" MIN. UNLESS FULLY BLOCKED @ALL EDGES . ' . 1/8" -1 GAP _. PANEL JOINT ~~~~~HING-. 7 Vx -~ ~:~~~~HED ROOFOR : i ,/ \, / : __ -.___ w/ EDGE NAILING --ROOF OR FLOOR TYP. APPROVED ALT. CONDITION FRAMING MEMBER --HANGERS USE (3)16d TOE NAILS IF LENGTH OF TAIL JOIST< 6'-0' BLOCK OUT EDGES OF THE OPENING w/ DBL STRUCrL MEMBERS/ BEAM (U.N.O.) AND PROVIDE B.N. @ ALL EDGES. PROVIDE SINGLE BLOCKING wl E.N. WHEN OPENING < 24''x24", AND STRAPS PER NOTE 18 DO NOT APPLY----~ NOTES: 1) STAGGERED JOINTS AS SHOWN 7 1'6" MIN. ~--DISCONTINUOUS PANEL EDGE, EDGE \ NAILING PER PLAN 24" MIN. UNLESS ' FULLY BLOCKED @ALL EDGES ~ CONT. PANEL EDGE w/ BLKG. (IF BLOCKED DIAPHRAGM), EDGE NAILING PER PLAN 118" GAP U.N.O. FIELD NAILING PER PLAN 118" -1, ,_ GAP 2x4 BLK'G 6'-0" ,_. .. , .•• ~ LONG MAX w/(2) " ., --fmll 16d COMMON NAILS@ EAo END OFFSET EDGE SUPPORT TYP. 2-BAYS OF BLKG. USE CS16 OVER BLK'G AND NAIL @21/16"0.c, U.N.O. ON FRAMING PLAN -----OPENING IN DIAPHRAGM ---TAIL JOIST/TRUSS PER PLAN 2) NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. 3) SEE GENERAL NOTES FOR PLYWOOD TYPE, THICKNESS, SPACING, & NAIL SIZE. 4) PROVIDE MIN. 3/8" EDGE DISTANCE@ FRAMING MEMBER&S/18" TO EDGE OF PLYWOOD DIAPHRAGM. 5) ALL DIAPHRAGM BOUNDARIES SHOULD BE FULLY SUPPORTED BY FRAMING MEMBERS w/ BOUNDARY NAILING 6) T&G EDGE TO BE LOCATED OVER CONTINUOUS PANEL JOINT. 7) MAX. UNSUPPORTED SHEATHING TO BE 24". PROVIDE ADEQUATE FRAMING MEMBERS TO LIMIT SPAN. ROOF OR FLOOR SHEATHING LAYOUT® ,(2) 16d's EACH SIDE 2X BLOCKING 7 ' (2) 16d's EACH SIDE 2X BLOCKING-, @16"0C ' PARALLEL CONDITION ,-SIMPSON PERPENDICULAR CONDITION ',,,, .-----_____ r TYP. FLOOR JOIST~-__ __, NOTES: / Z CLIP ALTERNATE CONDITION 1. FOR PARALLEL CONDITION, BLK'G. MAY BE OMITTED IF A SINGLE JOIST IS ALIGNED UNDER A WALL WHICH SPANS UNDER 112 THE LENGTH OF THE JOIST: OR A DBL.JOIST IS ALIGNED UNDER A WALL WHICH SPANS OVER 112 THE LENGTH OF THE JOISTS. 2. "I"-JOIST BLK'G. MAY BE USED WHEN I-JOIST SYSTEM IS USED. USE FILLER AS REQUIRED. 3. OFFSET JOIST(S) @ PLUMBING WALL & USE LADDER BLJ<:G. @ 24" O.C. 2XBLOCKING @ 16"0C NON-BEARING WALL ON FLOOR@ NOTE: 2x BLJ<:G @ 24"o.c. w/(2)16d TO EACH MEMBER 2x MEMBERw/ (2)16d TO BLK'G SIMP.STC@ EACH CONNECT (MAX.@ 24'o.c.) PARALLEL BOT. CHORD OF TRUSS J ~---1-2x CEILING JOIST ·•,r· ---_ · ' OR BOTTOM ---: .. :---··. CHORD OF TRUSS .-••• -.. \\\-(2)16d@ 12"o.c. ;· \\\_ 2x8BRACING ·~ (2)2xTOPPL PERPENDICULAR ROOF FRAMING @ NON-BEARING WALLS ® 10d GALVANIZED NAIL AT BEND IN ANCHOR WOOD 1"MAX. PER ARCH. FRAMED WALL ----22 GAUGE X7/8" WIDE GALVANIZED CORRUGATED STEEL VENEER ANCHOR @12"o.~ VERT. & MAX 24"o.c. HORIZ. STEEL ANCHOR SHALL HAVE A LIP ' SHEATHING WHERE OCCURS---MIN. HALF VENEER THICKNESS (1112' MIN.) WOOD FRAMED WALL BEAM OR HEADER PERPLAN---OR HOOK ON THE EXTENDED LEG THAT WILL ENGAGE THE CONT. 9 GAGE HORIL WIRE AS AN ALTERNATE, USE ANCHORS@ 18"VERT. & 16" HORIZ. IN SEISMIC DESIGN CATEGORIES C,D,E, & F ADD #9 B.W. GAGE WIRE JOINTREINF. @ 12" O.C. HORIZ. 518" MIN. _____ .,,.... --MORTAR COVER SECTION THR. WALL I -1'MAX. • ' II ____ 4" MAX. BRICK VENEER. SEE ARCH. DWG & MANUFACTURER FOR MORE INFORMATION 1/2""x4" LONG LAG SCREWS @ 12"o.c. STAGG. L4x3 1/2x5/16'x8'-0" SPAN (MAX.) OR, L6x3 112x1/2"x13'-0" SPAN (MAX.) OR, L7x4x5/8"x1ff-O" SPAN (MAX.) (NOTE: STL. ANGLE ARE LLV) CONNECTION @ OPENING 1. ANGLE NEEDS TO EXTEND & BEAR MIN. 4" ON SIDE OF VENEER. 2. MAX. VENEER HEIGHT SUPPORTED BY STEEL ANGLE IS ~-6". VENEER 2x FLOATER WHERE OCCURS II II 2x FLOATER WHERE OCCURS ~ H? \ '. L > . ~ ~... :11 ~ \ \~ RIM JOIST PER PLAN 1'11 '._ DOUBLE TOP PLATE 2x FLAT BLKG.@ SHEAR WALL PL YWD. SPLICE w/ E.N. -~1 / > 2x FLOATER WHERE OCCURS > 'HD STRAP ON SHEATHING ,--II SOLE PLATE NAILING -"-: -' ' . '•, ._··•-.;;..: PER PLAN 1·, II 0 •·v••v • 11 ,f i.· ; ~ SIMPSON A35'S, LS50's OR ' " c-LTP4's @48"o.c. MAX. ' ' U.N.O. PLANS. > ~, I 1----++-MIN.3XPOSTAT \ i ' ' '' / ' ' \ ,--TYPE HC OWN " WHE~E ::URS \ l • ~ ... ""' .,, , I II .11 .11 VERTICAL SPLICES PER SHEAR WALL SCHEDULE TRIMMER OR POST PER PLAN ATTACH TOK. STUDwl 16d @ 6"o.c. AT SHEAR WALLS AND @ 16"o.c. AT NON SHEAR WALLS \ r--'' \ NOTES: f-;-1. WHEN PL YWD SHrG. IS NAILED TO lRIMMER, ATTACH TO KING STUD w/ 16d SPACED TO MATCH SHEAR WALL E.N. SHEAR WALL ' NAILING HEADS SHOULD BE FLUSH WITH SHEAR PANEL 2. PROVIDE I" GAP B1W. ADJOINING PANELS. HD STRAP ON I I TYPICAL SHEAR WALL ELEVATION CD C RE Core Structure, Inc, 231 72 Plaza Pointe DL Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure,com Q) u C: Q) ""C ·-II) Q) a::: +-' "' C: "' 0 N 0-s.. j LL ..c: C: );I rd ., cc Q) t'. u 0 c.. 0 ~ ., z • • t w :I: C: 0 .._ <( u.. ::c C: "' u z (IJ a:: u <( 0 I-I-0 V, ~ ~ ;-0 u " a:: z z w i,:.: ii u w 5' V, w D.. V, I-0 a:: w w a:: I -' z a::: Cl w u ~ ~ a.. Cl a:: <( <( Cl 0 REVISIONS NO. DATE DESCRIPTION SHEET NAME: GENERAL DETAILS & NOTES PROJECT NUMBER: 20268 DESIGNER: PROIECT MANAGER C.Q. K.V, ~~"°' 01/19/2021 SHEET NUMBER: /. ,, S-0.20 PA2021-087 ~---------~ [f'--=l--......+~ I I ~ I I D I I LIVING ROOM (E) CONCRETE SLAB I I I L ______ _ ~ ;&'.,',17 )'7"/77.~ FOUNDATION PLAN D PAflO 5' .... DINING "C iEN -------...... 1---- (E)CONCRETESLAB I GARAGF (N) 4' CONCRETE :--SLAB-ON-GRADE W/11:l@ 18" O.CEACHWAY .. ' SCALE: 1/4" = 1'-0" 22" WIDE x 24" GRADE BEAM W/(4)#5 TOP AND BOTTOM, SEE PLAN FOR DIMENSIONS, SEE HFX SHEETS FOR ADD. INFO. SYMBOLS LEGEND (E) FOOTING (N) FOOTING ~ DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) ~ REBAR PAD NUMBER SHEAR PANEL LENGTH AND NUMBER. REFER TO S-0.10 FOR PANEL TYPE, MIN. 2-2x4@ EA. END. DETAIL NUMBER DETAIL SHEET NUMBER 0 HOLDOWN NUMBER / I X.Xf------SHEAR LINE NUMBER, REFER TO E.O.R. CALCULATIONS PAD SCHEDULE SYM. PAD TYPE NOTES ® 2'-0" SQ. X 30" DEEP PAD W/ (3) #4 E.W. ® 2'-6" SQ. X 30" DEEP PAD W/ (4) #4 E.W. ® 3'-0" SQ. X 30" DEEP PAD W/ (4) #4 E.W. REFER TO DETAIL 6/SDl.O ® 3'-6" SQ. X 30" DEEP PAD W/ (5) #4 E.W. ® 4'-0" SQ. X 30" DEEP PAD W/ (6) #4 E.W. ® 4'-6" SQ. X 30" DEEP PAD W/ (6) #4 E.W. ® 5'-0" SQ. X 30" DEEP PAD W/ (7) #5 E.W. ® S'-611 SQ. X 3011 DEEP PAD W/ (7) #5 E.W. ® 6'-0" SQ. X 30" DEEP PAD W/ (8) #5 E.W. HOLDOWN SCHEDULE SYM. SIMPSON HOLDOWN USPHOLDOWN NOTES @ STHDlO STADlO @ STHD14 STAD14 @ HTT5 HTT22 § REFER TO DETAIL 1/SDl.l HDUB PHDB AND DETAIL 6/SDl.1 @ HDUll UPHDll @ HDU14 UPHD14 @ HD19 --- FOUNDATION NOTES 1. REFER TO 5-0.10 & S-0.20 SHEETS FOR MORE INFORMATION. 2. FOR SHEAR PANEL TYPES 3, 4 & 5 ON BOTH SIDES OF WALL, USE MIN. 3X6 SILL PLATES U.N.O. 3. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HARDY FRAMES MATCH TOP PLATE HEIGHT & NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS. 4. TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. 5. FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4' MIN. PER ESR#2555. C RE Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) '"C ·-II) Q) a::: +-' "' C: "' 0 N 0-s.. j LL _c: C: );I rd ., cc Q) t'. u 0 c.. 0 ~ ., z • • t w :I: C: 0 '- <( u.. ::c C: "' u z (IJ a:: u <( 0 I-I-0 V, ~ ~ .... 0 u ..... a:: z z w i,:.: ii u w 5' V, w D.. V, I-0 a: w w a: I ...I z a::: Cl w u ~ ~ a.. Cl a:: <( <( Cl 0 REVISIONS NO. DATE DESCRIPTION SHEET NAME: FOUNDATION PLAN PROJECT NUMBER: 20268 DESIGNER: K.V. PRO!ECT MANAGER C.Q. ~~ ..... 01/19/2021 SHEET NUMBER: /, ,.. S-1.0 PA2021-087 fu\ ljDl.r,1' ORDINARY MOMENT FRAME .. / fu\ I SB4 I . (0.2;--- - V Ox100 STL BM (LO. LEVEL) F-i'--====== ·: =======-= =========~ 'Ff--------_;::, ""'"HSS10x6x112 HDR (HI. LEVEL) -TI! ~:: --® Jj ~===-- :1§11 MIN4BAYS ~ ------- 1 I r,-=i-1----~ I I §~;>1 ~ n 16B 1 ------1--== ~D2,y~D4.\l~ -----------I ~ I I I 14\/2 I ~~~~_::aF:l:==f------...;::,,az:::;_~W~8x~3~5S~T~L~SL~O~P~EB~M:..._ __ -r ______ ti,;~ 19' ~ ~ .EVA TOR QUIP E'VATOR (i) 14\,1 ;! .. .,,,,_ .. _ ~ ~ vr-----..._¾-...._11_., -----------LAUNDRY ~D 2 .!)' 31/2'x111/4" LVL VALLEY BM OJ (g' BEDROOM2 _ '6D3.CY II c:: 1--F========== - 51/4'x111/4' LVL VALLEY BM OJ f'ii'\ .. ~ ~ ~~ [ 10x1 STL BM (LO. LEVEL) ,-=-=----= ~-----~ fl\ ' 4'1' -;;, ~. \a:---_.._., CONT. W10x60 STL HDR ~ \r• ----- HSS1?x ixi)'2 HDR (ABOVE WINDOW) - 16A l/4 !f . 31/2'x111/4"LVLHDR --------------[TI MAS' RBA --5 1/4"x11 114" LVL VALLEY BM 1~ 51/4"x111/4" Lv VALLEY BM[IJ ~ /11\ -~ 1>D2.V J -.._,,, BEDROOM 3 ... ---- " ••·• V 6x12 HDR (HI. LEVEL) ROOF FRAMING PLAN bX1£ nut\ t.LEVEL) ~ I 4 6x12 HDR . LEVEL) ~ ORDINARY MOMENT FRAME :::::f::::: 6x12 HDR (HI. LEVEL) SCALE : 1/4" = 1'-0" / -, 13.21 i (9\ B.2 ORDINARY MOMENT FRAME MIN 4 BAYS J2 0 MIN 4 BAYS W1 Ox39 STL FL BM ~ ~-lrJri II ''-,lsB1al , ~ · II _ ----,------------ WBx15 BENJ STRJNGER / ,,-I I I 1------.c,.-._--r--.._,-..,_-+-{ '='""""' -~1 1,_ _______ =-~~~-----1 ~I ~ 0 ::, 0 ::, :,: Ss :,: J1 ~I ~ 8! &l I l~~rl ,...----. I I \ I \ '==-=' I \ I " "' ~;.~' or~ ANT. 5 1/4"x11 7/8" LVL FL BM [2D \ II If N -Jj CANT. HSS12x4x3/8 FL M [gJ iel~ I Z I - I ,a lc--='-'--c-f 0 31/2'x117/8" LVL RJM PA clSB 121 CONT. 6x12 DRAG STRUT DIN,NG PER ► ARCH. Q~ l2scl . DBL J1 I I I ' I I I I I TRELLIS PER ,,-ARCH. TYP. ,-y-i-1 I I I I I I ' I I I I I ' I I II II II CANT. DBLJ1 28 14'~11 7/8" LVL FL BM 00 " "' ~Gt RAGE :,: 1 Jl 2 31/2"x117/8" LVL RIM 2 "' C :,: :!l ORDINARY MOMENT FRAME FLOOR FRAMING PLAN SCALE : 1/4" = 1'-0" [ru 3 D3 1 4 3 'c.li ,----, :'.A.1:1 SYMBOLS LEGEND t-0--t f---0---1 \1/ @ IBxxl :x.x, 0 POST OR TRIMMER AS NOTED POST OR TRIMMER FROM FLOOR ABOVE DIRECTION OF FLOOR MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G DIRECTION OF DECK OR ROOF RAFTERS MEMBER PER SCHEDULE, REFER TO HATCHED WALLS ON PLANS FOR INTERMEDIATE BR'G SHEAR PANEL LENGTH AND NUMBER. REFER TO 5-0.10 FOR PANEL TYPE, MIN. 2-2x4@ EA. END. DETAIL NUMBER DETAIL SHEET NUMBER BEAM NUMBER, REFER TO E.O.R. CALCULATIONS SHEAR LINE NUMBER, REFER TO E.O.R. CALCULATIONS KEY NOTE NUMBER BEARING WALL ™ CALIFORNIA FRAMING 0 FLOOR TO FLOOR HOLDOWN PER SCHEDULE IN DETAIL 2/SD3.0 KEY NOTES ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S) AND PROVIDE SOLID BLOCKING BElWEEN FLOOR ( PROVIDE E.N. WHEN POST IS LOCATED WITHIN S.W.) PROVIDE SOLIO BLOCKING CONTINUOUS JOISTW/ E.N. DRAG TRUSS W/E.N. TRUSS TO TRANSFER 1650# FORCE MIN. (U.N.O.) SHEAR TRUSS W/E.N. TRUSS TO TRANSFER 180 PLF MIN. (U.N.O.) LINE OF 2X FLAT BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16STRAP OVER U.N.O. SEE PLAN FOR NUMBER OF BAYS. CONTINUOUS FULL HT. BLKG. W/E.N. SEE PLANS FOR NUMBER OF BAYS ( U.N.O.) TRUSS HANGER BY TRUSS SUPPLIER (1) SIMPSON TS22 FLUSH BEAM TO DROP BEAM ( U.N.O.) CONTINUOUS TIMBERSTRAND OR SPLICE PER PLAN . BLOCKED ROOF DIAPHRAGM W/ 8d's@ 4" 0.C. B.N., 6" 0.C. E.N. & 12" 0.C. FIELD. BLOCKED FLOOR DIAPHRAGM W/ lOd's@ 4" 0.C. B.N., 6" 0.C. E.N. & 12" 0.C. FIELD. CONTINUOUS LINE OF BLOCKING W/ EDGE NAIL UNDER SHEAR WALL ABOVE W/ (1) CS16, U.N.O. DRAG STRUT W/E.N .. SEE PLANS/DETAILS FOR LENGTH. SUPPORT END W/ BLK'G FRAMING SCHEDULE 0 11 7/8" TJI 230 (OR EQUAL PER TABLE BELOW) I-JOISTS@ 16" 0.C. <e> 11 7/8" TJI 560 [OR EQUAL PER TABLE BELOW) I-JOISTS@ 16" O.C. ~ 2 X 8 ROOF RAFTERS@ 12" O.C. <6> 2-2 X 8 ROOF RAFTERS@ 16" O.C. ~ 2 X 8 DECK JOISTS @ 16" O.C. FRAMING NOTES 1. REFER TO S-0.10 & S-0.20 SHEETS FOR MORE INFORMATION. 2. REFER TO DETAIL 3/S-0.20 FOR TYPICAL CONNECTION AT ALL INTERIOR NON-BEARING WALLS AT ROOF LEVEL. 3. SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY E.0.R IN WRITING. 4. AT DOUBLE SIDED SHEAR WALLS, POSTW/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. S. WHEN MULTIPLE STUDS ARE USED INSTEAD OF A SINGLE POST, PLYWOOD SHEAR WALL TO BE NAILED TO ALL STUDS RECEIVING HOLDOWNS. 6. CONTRACTOR IS RESPONSIBLE FOR VERIFYING HARDY FRAMES MATCH TOP PLATE HEIGHT & NOTIFY ENGINEER OF RECORJD IF DIFFERJENT THAN PLANS. 7. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT PLATES. 8. ALL BEAMS SHOWN ARE DROP (U.N.O.) ON PLANS. 9. USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. 10. USE USP" TFL" HANGERS FOR CONNECTION OF I-JOISTS TO OTHER FRAMING MEMBERS (U.N.O.) AND" JUS" HANGERS FOR CONNECTION OF SOLID JOISTS. 11. USE 2X TRIMMER FOR HEADERS LESS THAN 6'-0" AND 2·2X FOR 6'-0" TO 10'·0" LONG SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE APPLIED@ EACH END OF HEADER. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. 12. INTERIOR NON-BEARING WALLS MAY BE FRAMED WITH 2xSTUDS AT 24" O.C., MAX. 13. TOP PLATES AT ALL ROOF FRAMING LEVELS SHOULD BE SPLICED PER 4B/SD2.0 U.N.O. ON PLANS. 14. CONTINUOUS 1 ¼" LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICED WITH A SINGLE CS16 X36" STRAP, PER SA/SD3.0 U.NO. ON PLANS. I-JOIST CONVERSION TABLE MANUFACTURER BRAND ICC-ESR NO. LA-RR NO. DEPTH WEYERHAEUSER BOISE PACIFIC ROSEBURG LUISIANA PACIFIC TJI BCI PW/ RFPI LPI ESR 1153 ESR 1336 ESR 1225 ESR 1251 ESR 1305 RR 25538 RR 24999 RR 25450 RR25439 RR 25099 230 6SOO 60 40 40 11 7/8" TO 16" 360 60 70 70 70 560 90 90 90 90 C RE Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) ""C ·-II) Q) a::: +-' C: 0 s.... LL C: rd Q) u 0 • • w :I: <( z 1-u w ..c );I ., cc t'. 0 t z t C: e u.. C: ~ 0 0 ~ 0::: Cl a.. ~ ~ ii w D.. 0 ...I w ~ Cl REVISIONS a: w z 5 NO. DATE DESCRIPTION SHEET NAME: FRAMING PLAN PROJECT NUMBER: 20268 DESIGNER: K.V. PRO!ECT MANAGER C.Q. ~~ ..... 01/19/2021 SHEET NUMBER: /. ,.. S-2.0 PA2021-087NEW CONCRETE SLAB PER PLAN EXISTING SLAB EXISTING SLAB~· ' ' ' ' ' #4 BARS@ 18" 0/C (MIN. 12" LONG) MIN. 6" INTO EXISTING CONCRETE WI SIMPSON "SET-XP' EPOXY SPECIAL INSPECTION REQUIRED MIN. 90% cmlPkCTl()N---+> NEW PAD PER PLAN OR CONT. FOOTING Bevel Per AWS D1.1 for Selected groove weld procedure, as required. Bevel Per AWS D1 .1 for Selected groove weld procedure, as required. MAX (\,. 1121 MAX (\, , 112") ----~RPUIN----NOTE: SIMPSON 'SET-XP" EPOXY ANCHORS REQUIRE SPECIAL INSPECTION ICC ESR-2508 SLAB/FOOTING REPAIR DETAIL @ 13/4" MIN. ' Note 1: See FEMA-353, Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Conslruction for Seismic Applications, for fabrication details including cutting methods and smoothness requirements. RECOMMENDED WELD ACEES HOLE DETAIL PER FEMA 3 COLUMN BEAM SHEAR TAB CONNECTION PANEL ZONE CONNECTION SIZE SIZE W10X54 W10X100 W10X54 COLUMN PER SCHEDULE WBX67 "le' THICK CONTINUITY PLATE CJP T&B B.S. OF COL) B.S. OF COLUMN ) W2 B.S. OF COLUMN W3 "le" THICK CONTINUITY PLATE ALIGN WITH BEAM FLANGE. FOR GEOMETRY SEE CONT. PLATE DETAIL. I ts (in) No. OF BOLTS BOLT DIA. (Ci>"") W1 (in le (in) Sw(in) Sf (in) W2 (in) W3(in 518' n=2 1" 1/4" 718" 2.25" 1" 7116" 11411 518' n=2 1" 1/4" 718" 2.25" 1" 7/16" 1/4" W3 B.S. OF COLUMN, TYP. ' Sw BEAM PER SCHEDULE W2 b : B.S. OF COLUMN, TYP. CONTINUITY PLATE DETAIL 11/2' -=~~( B.U. BAR 5116 I TO COL / 1/2' 51161'-. W1 F:::= / CJP, COLUMN PER SCHEDULE NOTE 1&2 BEAM PER SCHEDULE "ts" THK SHEAR TAB PLATE W/n-cl>" DIA. BOLTS. NOTES: -1-. -REMOVE BACKING AT BOTTOM FLANGE,ROOT PASS SHALL BE BACK GOUGED TO SOUND WELD METAL AND BACKWELDED WITH A REINFORCING FILLET AS SHOWN. 2. BACKING AT BEAM FLANGE TO COL. FLANGE SHALL NOT BE WELD TO THE UNDERSIDE OF THE BEAM FLANGE, NOR SHALL TACK WELDS BE PERMITTED AT THIS LOCATION. @ 3. WELD ACCESS HOLE GEOMETRY SHALL BE PER DETAIL 18 4. All. BOLTS TO BE A325-SC (U.N.O.). D1. 5. All. CONNECTION PLATES SHALL BE A5n GRADE 50. 6. SEE GEN. NOTES FOR OTHER WELDING REQUIREMENTS NOT SHOWN HERE. 7. STEEL BACKING AT CONTINUITY PLATES NEED NOT BE REMOVED. ORDINARY MOMENT FRAME CONNECTION DETAIL® l I I I I I I I 114 TOP OF CONG. SLAB p 3' STEEL PIPE, TUBE, OR WIDE FLANGE COLUMN PER PLAN PL 112 SIZED TO MEET MIN. DIMENSIONS 1' DRY PACK (4)5/8'ox18" LONG A.B. WITH LEVELING NUTS -STEM WALL II II II "" ii MIN. 10" THICK II ,, II I\;,~ 1/4 , .......... ----. @b@ @ @ @Q@ @ @ 114 ·, I :i ~: I 3" BATTER 1/4 I/ I~: 1:1 MUL Tl-STUD OR POST PER PLAN SIMPSON COLUMN BASE CB/1.CB/CBSQ PER PLAN "' II II .;; 3" c::!I ---d ·~ CONCRETE FOOTING PER PLAN PL 112 SIZED TO MEET MIN. DIMENSIONS BASEPLATE DETAIL@ MULTI-STUD OR POST PER PLAN • TOP OF CONCRETE SLAB SIMPSON COLUMN BASE CB/1.CB/CBSQ PER PLAN 1 l / WHERE OCCURS ~----7-r4t-~~L ______ _ PLATE &ANCHOR BOLTS WHERE OCCURS z ;; ., " ,._ N ~~ 3' CLR 1 j #3 MIN. 'V' BAR BENT 1 12"1/\12"" THRU STIRRUP OF COLUMN BASE ; ,. .. -PAD FOOTING I I I l' I I I f• I --PER PLAN j;" -'I (2)#4 E.W. j PER PLAN SEE PLANS II II '•11 II II II It I! -~,; #3 MIN. 'V' BAR BENT 12"/\12" THRU STIRRUP OF COLUMN BASE COLUMN BASE@ #4 DOWELS@ 18" O.C. BENT AS SHOWN IN FOOTING MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE WI SIMPSON SET-XP EPOXY, ESR #2508. PERIODIC SPECIAL INSPECTION IS REQ'D. #4 DOWELS@ 1B' 0.C. BENT AS SHOWN IN FOOTING MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE WI SIMPSON SET-XP EPOXY, ESR #250B. PERIODIC SPECLI\L INSPECTION IS REQ'D~ _--{E) STEM WALJ. ,.i-y I r1~ -:~---M I -,, ______ ,... 1J-, (3) #4 E.W. ----~==,::=::::;::!,,_c.~----:.;,,.!_ •!..._ __ ~I__J-~ SAW CUT (E) SLAB, -CHIP CONG. SURFACE EXISTING CONCRETE -SLAB ADDITIONAL #4 BOTTOM -+---~"' DOWEL A TENDS ONLY. (E)WIDTH 6"MIN. 6"MIN. (N) PAD FOOTING SEE PLAN NEW PAD FOOTING @ EXTERIOR CONDITION@ #4 DOWELS @ 18" O.C. BENT AS SHOWN IN FOOTING MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE WI SIMPSON SET-XP EPOXY, ESR #2508. PERIODIC SPECIAL INSPECTION IS REQ'D. (3) #4 E.W. ADDITIONAL #4 BOTTOM DOWEL AT ENDS ONLY. #4 DOWELS@ 18' O.C. BENT AS SHOWN IN FOOTING MIN. 5' EMBEDMENT OF DOWELS INTO EXISTING CONCRETE WI SIMPSON SET-XP EPOXY, ESR#2508. PERIODIC SPECIAL -~--INSPECTION IS REQtl. ,-(E) FOUNDATION 6" MIN. (E) WIDTH 6"MIN. SEE PLAN SAW CUT (E) SLAB. -CHIP CONG. SURFACE EXISTING CONCRETE .-SLAB (N) PAD FOOTING NEW PAD FOOTING @ INTERIOR CONDITION@ 13 NOTE 2 • / 1/4 1.5', TYP. CL @ CL --@ ·' . ... NOTE 2 -~-~:~. +[-"'-+C " NOTES: rq -0 -@ .. STEEL WIDE FLANGE COLUMN PER SCHEDULE 3/4'x16"x16" BASE PLATE AST11A A36 BASE PLATE 1.5" NON-SHRINK GROUT (F'C • 6000 PSI) (4)7/8""ox 18"" LONGA.B. WITH LEVELING NUTS (ASTM F1554-GR36) 3", MIN 3/4''x16" x16" BASE PLATE AST11A A36 BASE PLATE 1-ADD (4) #5 VERTICAL REBARS IF "D" EXCEEDS 12" 2-DO NOT WELD COLUMN FLANGES. OMF PIN BASE CONNECTION DETAIL@ SLAB PER DETAIL 1/SD-1 OR PER PLAN J SEE FOUNDATION NOTE 2 ON SHEET GN •· • 0 II "' ~·--~--~--.~.------<, -., /,' NOTE: SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN 118" MAX.-NON-BEARING INTERIOR WALL@ CONG. SLAB PER PLAN 1/B" MAX. RADIUS-, L .... _ \ u _;.._:___ I_ -------. 1--.,--..... r---+-...... ~------. . ~ t::::::::::::::::~=:=:::::;;:;;;;;:::;;;;:;::::;:::2t::;;;:;;;;;;:: ~ (N) 4' SLAB ON GRADE SAW CUT HAND TOOL JOINT NOTE: PROVIDE CONTROL JOINT AT 10'-0' EACH WAY (U.N.O.) SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN PROVIDE SAW CUT WITHIN 24 HOURS OF POUR (2)#4@TOP 8" TYPICAL CONTROL JOINT@ -SAW CUT (E) CONCRETE SLAB ON GRADE .-#4@ 12" O.C DOWEL INTO (E) S.0.G W/MIN. 4" EMBED W/SET-XP EPOXY (ICC ESR-2508) SPEC. INSP. REQ'D WATER PROOFING PER ARCH. le--------AND/OR SOILS ENGINEER'S RECOMND'S. EXTEND VISQUEEN BELOW CONSTRUCTION JOINT MIN. 12'. ..... ,11--------#4@18"0.C. (HORIZ.) I I I I #5 _J @ 18" O.C. (VERT.) 3611 NOTE: I-15" MIN. -THIS DETAIL IS FOR DROPS OVER MIN. 30". SEEDETAIL 1/SD1.0 FOR LEGEND & INFORMATION NOT SHOWN. TYP. ELEVATOR PIT DETAIL ® ------9 1'-10" MIN. POST PER PLAN -.. ANCHOR BOLT. SEE PLANS FOR SIZE AND SPACING -··· .. II II SILL PLATE " " 11 ,; II 3" CLEARANCE. TYPICAL 2 II II /, II 11, JI I l L--" ADD #4 BAR BENT DOWN ' INTO FOOTING AT CURB -·· NOTE: 1. 4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG AS NAILS ARE MAINTAINED WITH MIN. EDGE DISTANCE AS REQUIRED BY THE MANF. SPEC. & S.W. EDGE NAILS STAGG ON BOTH STUDS. 18" ~24"0.C. ------, ---r-~ 6" C z " "' "' ~ C> .... CONG. SLAB PER PLAN. 6" s· I ---~ NOTES: -#4HORIZ. @24"0.C . l -SEE DETAIL #1 FOR LEGEND AND INFORMATION NOT SHOWN. -BEND REBARS IF REQUIRED & LAP MIN. 4B BAR DIAMETERS. " 0 g z 2-0 "' "' w w 0 I < ,_ w 0 I ,_ w ~ I ,_ ~ 0 TOP OF SLAB AT GARAGE TYPICAL CONT. FOOTING REBAR PER DETAIL 1 (U.N.O.) RAISED CURB® l 611 611 ----STEP AT CONCRETE SLAB (j) CENTERLINE OF POST AND PAD FOOTING CENTERLINE OF POST AND PAD FOOTING CONG. SLAB PER PLAN. SEE PLANS 24" SQ. MIN. -"-_:,__::.,_ POST IN WALL OR USE COLUMN BASE, SEE PLAN FACE OF STUD --~.--------.,.....,.-...,. .... cJ NOTES: PAD REINFORCEMENT, SEE PLANS INTERIOR "'TSEE DETAIL#1 FOR LEGEND AND INFORMATION NOT SHOWN 2. 4x4 POSTS CAN BE REPLACED WITH 2-2x4 AS LONG AS NAILS ARE MAINTAINED WITH MIN. EDGE DISTANCE AS REQUIRED BY THE MANF. SPEC. & S.W. EDGE NAILS STAGG ON BOTH STUDS. PAD REINFORCEMENT, SEE PLANS EXTERIOR ISOLATED PAD FOOTING® CONG. SLAB PER PLAN. FACE OF STUDS Is N~~ "' "' ,-----.. d----,--+-~ lr--+':'""":""""'----t .J ____ ........ PORCH SLAB SLOPE TO DRAIN SLOPED PORCH SLAB TO DRAIN (SEE ARCH). • SEEDETAIL#3 6" I □ w -MIN.-NOTE: SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN. HOUSE TO PORCH® FINISH GRADE PLYWOOD ·1-E.N. TYP. " -ALT. DECKING PERARCH SHEATHING.--~ BM.ORRIM ~=~Jcccc'==.[T:F~:;J;;~;,;~ , JOIST PER PLAN I ~ ~ ~ ,-FLUSH/DROP BEAM AND PER DETAIL 2/SD30 ... t'"/f .... · OR WALL PER PLAN. _ _,__ 1 ·.,·.1 I .,.---:c. _ ._ _ ---DECK wlSLOPE TO FLooRsYsTEM ----' 1, \I ~ ~1 '"'tr: 1 DRAIN oR FLooRJ0IsT PER PLANS. ~· · ...-.-.. . f J PER PLAN w/ APPROVED r-~~--'"'_:.7·• C",: t-'"'C"____ JOIST HANGER. WALLOR BM. · " WHERE OCCURS. --------_~_~,1 __ _ 2X LEDGER w/(2) ROWS OF 1/4" SDS x 3' SCREWS@ 12"o.c. 2x BLOCKING PER --. DETAIL 2/SD30 NOTE: USE PLYWOOD Fill.ER@ I-JOIST TO RECEr.lE HANGER OR OTHER MEMBERS. EXISTING FOUNDATION CANTILEVER PL YWOOO SHEATHING. ~ .,,------" -2X4 BLOCKING w/ 16d's @411 o.c. c----~----DECKw/SLOPE TO ~ DRAIN OR FLOOR JOIST PER PLAN w/ APPROVED JOIST HANGER. MAX. 4'-011 I DECK TO FLOOR CONNECTION© MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE WI SIMPSON SET-XP EPOXY, ESR #2508. PERIODIC SPECIAL INSPECTION IS REQ'D. L! I ... I I #4 DOWELS@ 1B' O.C. BENT AS SHOWN IN FOOTING & OVERLAP MIN. 24" AS SHOWN IN SLAB NEW FOOTING, MINIMUM SAME SIZE AS EXISTING OR SEE PLAN FOR SIZE. FOOTING REINFORCEMENT PER PLAN OR MIN. (1) #4 TOP AND (1) #4 BOTTOM. MIN. 5" EMBEDMENT OF - - ' • i DOWELS INTO EXISllNG ~~~-~..._ ___ .,...__, ~ ~ ~ CONCRETE WI SIMPSON SET-XP -EPOXY, ESR #2508. PERIODIC -----SPECIAL INSPECTION IS RWD. ~--ADDITIONAL #4 BOTTOM DOWEL ATENDS ONLY. EXISTING FOUNDATION ~ 8 24• i -,_ #4 DOWELS@ 18' O.C. BENT "·· ·-AS SHOWN IN FOOTING & OVERLAP MIN. 24" AS SHOWN IN SLAB ----NEW SLAB PER PLAN -ADDITION OF FTN'G./SLAB AT EXISTING FOUNDATION' 3 ·1 CFS STUDS @24 "o.c. EXISTING SLAB ·.1 ,,;--/,, ':~~/(:;>\'. ,,,,. (';.~;::;;. ,-----:;JI SAW CUT . , .._; (E) SLAB, CHEAP CONG. SURFACE NEW FOOTING REINF. PER DETAIL 1/SD1.0 15" MIN. -SW PER PLAN • .. -... ~ 1-EXISTING SLAB .. -BOTTOM TRACK w/ 5/811 DIA. ANCHOR BOLTS SEE FOUNDATION PLAN & NOTES UNDER 'FOUNDATION' ON S-0.10 SHEET(S) FOR OTHER REQUIREMENTS #4 DOWELS--i@ 16"0.C. EMBED MIN. 12" STAGG. TO BOTH SIDES OF (E) SLAB. DRILL & EPOXY WI SIMP. SET-XP --~;;~-+--EPOXY. SPECIAL INSPECTION REQ. " ~ NOTES: 1. SEE DETAIL 1/SD1.oFORLEGEND & INFORMATION NOT SHOWN. 2. IN LIEU OF ANCHOR BOLTS USE SHOT PINS AS PER GENERAL NOTES FOR NON-SHEAR WALLS. NEW INTERIOR BEARING FOOTING IN EXISTING SLAB 2x P.T.D.F. SILL (USE 3x WHERE INDICATED ON PLANS) w/ 518' DIA. ANCHOR BOLTS. SEE FOUNDATION PLAN & NOTES UNDER 'FOUNDATION" ON GN SHEET(S) FOR OTHER REQUIREMENTS 4" CONC. SLAB wl #3 BARS @ 1B"o.~ E/W@MID HT. OF SLAB. USE 6X6-10X10 WWM AS AN ALTERNATr.tE (U.N.O.) PER SOILS REPORT MIN. 15 MIL VAPOR BARRIER OR AS RECOMMENDED BY SDILS ENGINEER SEE ALSO THEIR RECOMMENDATIONS FOR SAND BELOW AND ABOVE VAPOR BARRIER.' . . INTERIOR FINISH 2xSTUDS @ 16 "o.c. NOTES: -VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL SEAMS PER MANUF. (U.N.O.). -VERIFY ALL INFORMATION PER UPDATED SOILS REPORT. -"D" IS EMBEDMENT DEPTH BELOW LOWEST ADJACENT GRADE. --EXTERIOR FINISH .. .. ALT. w/ G.I. BASE SCREED. --, --~!---_]_ ! ~~-. .-SEE ARCHITECTURAL PLYWOOD TOP OF NATURAL GRADE _ _;;;.. __ ......:., __ _ . -.. ~1~ PER PLAN OR COMPACT FILL -(2) #4 REBAR CONT. T & B (U.N.0.) NOTES FOR DUAL POUR -(FOR DUAL POUR DEFINITION, SEE NOTE 14 UNDER FOUNDATION NOTES ON GN). 18" -USE #4 DOWELS--i @ 1 B' o.~ EMBED MIN. 12" ON FIRST POUR. DOWELS ARE REQUIRED AT ANY OF THE FOLJ.OWING CONDmONS: 1. SOILSWITH20<E.1.<50&0R COMPRESSIVE SOILS w/ DIFF. SffiLEMENT OF 1" MAX. IN 40"-0"". 2. USING MASN MASAP IN LIEU OF ANCHOR BOLTS. 3. ANCHOR BOL TEMBEDMENT LESS THAN r INTO 1st POUR. ·-. +-· c; .. --;:=:,,' 1-r,-rm,-m, l o 3" .--@VENEERMATCH ----ITSTHICKNESS&NOT W TO BE LESS THAN 3' FOOTING DIMENSIONS w D D1 WIDTH DEPTH DEPTH 15' 30' 1811 7" EMBEDMENT. (FOR DUAL POUR, THE T' EMBEDMENT INTO THE 1st POUR STARTS FROM THE COLD JOIND TYPICAL EXTERIOR FOOTING G) C RE Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) "'C ·-II) Q) a::: +-' "' C: "' 0 N 0-s.. j LL ..c C: );I rd ., cc Q) t'. u 0 C. 0 ~ ., z • • t w :I: C: 0 '-<( u.. ::c C: "' u z (l,J a:: u <( 0 I-I-0 V, ~ ~ ""'" 0 u ..... a:: z z w i-:-: ii u w 5' V, w D.. V, I-0 a:: w w a:: I ..J z a::: 0 w u ~ ~ a.. 0 a:: <( <( 0 0 REVISIONS NO. DATE DESCRIPTION SHEET NAME: STRUCTURAL FOUNDATION DETAILS PROJECT NUMBER: 20268 DESIGNER: PROIECT MANAGER C.Q. K.V, ~~""-01/19/2021 SHEET NUMBER: ,, SD 1.0 PA2021-087WCOLUMN PER PLAN 318' STL PLATE @TOP & BOTT OF BEAM -~ II II II WBEAMPER-,,,,,, 11 11 11 11 11 PLAN ~--i'I---~ ' WCOLUMN--PER PLAN WBEAM PER PLAN ---I/ ------... , -_ i SECTION A-A 0 __ 3/8' STL PLATE -@TOP&BOTT, OF BEAM 114' 114" <}YP. STEEL BEAMS CONNECTION@ EL---STAINLESS STE SHEATH ING O,C OF ' (2) 2x8@ 12" TOE NAIL TO RO RAFTE RS \\ ROOF RAFTER-' PER PLAN \\ \i / ' " ,, r 114' THIK STL PLATE (3" WIDEx8' LONG) NOTCH PER ARCH (WHERE OCCURS) B.N. 2xBEVELED BLOCKING 2x NAILER W/ 1/2' DIA.--STUD BOLTS @ 24" O.C. 1YP. HSS6x6x112 HDR ABOVE WINDOW E.N. I I _.I,, WINDOW_.,,,,-,,,,,,-I PER ARCH I I \ ])' / / i '-•·' ' I ROOF TOP UNIT PER _ PLAN MECH 11 2" 0 x 4" LONG LAG CREWS @ 24" O,C. ALL ROUND THE BASE TO URB FRAMING s A C RTU CONNECTION DETAIL@ 1 '-Hss BM. SEE PLAN HSS COL SEE PLAN CONDITION B HSS BM. SEE PLAN I I • 1/4 I I Ii------HSS COL SEE PLAN CONDITION A 11 11 11 11 11 11 CONNECTION DETAIL@ ,--SIMPSON A35'S PER SHEAR WALL SCHEDULE MAX. 24" O.C. SIMPSON H2.5A @ 48" 0/C (U.N.O.) .-ROOF RAITTR PER PLAN -ROOF SHEATHING 2x NAILER WI 112" DIA. STUD BOLTS @ 24" O.C., 1YP. ST~~~~~~-·· .. : m/ ----SOLID NAILER W/1/2' DIA. STUD BOLTS@ 24" O.C., TYP. BOTH SIDES SHEAR TRANSFER@ (2) SIMPSON SDS SCREW PLYWOOD DECK ' JOIST PER PLAN __ / BEAM PER PLAN HSS STEEL STRINGER PER PLAN CONCRETE SLAB 1/4 / HSS STEEL STRINGER PER PLAN #4 x 24" @ 18' O.C DOWELINTO (E) STEM WALL WISET-XP EPOXY W/MIN. 4' EMBED (ICC ESR-2508) SPEC, INSP REQ'D (N) 4" SLAB-ON-GRADE-. w/1'-0"DROPTO(E) , STEM WALL 1-,,,...:..,.... ................. }~ (E) SLAB-ON-GRADE @ / / 1/4" THK ANGEL PLATES 1/4 -(2) SIMPSON SDS SCREW EACH SIDE STEEL STRINGER PER PLAN CONNECTION DETAIL@ L-/ -PL 112 SIZED TO MEET MIN. DIMENSIONS / / / / / / 2"MINTYP. ►I 1--@ _ --CONCRETE SLAB --(4) 5/8"0x18" LONG A.B. WITH LEVELING NUTS PROVIDE SHORT SLOTTED HOLES PARALLEL TO STRINGER (SSPL) IN BASE PLATE. PL 1/2 SIZED TO MEET MIN. DIMENSIONS CONNECTION DETAIL@ / / / / / -! / / ,-(N) WALL STUD 2x P.T.D.F. SILL (USE 3xWHERE INDICATED ON PLANS) w/ 518" DIA. ANCHOR BOLT DOWEL INTO (E) STEM WALL W/ W/EPOXY SET-XP, MIN. 7" EMBED. (ICC ESR-2508) SPEC. INSP. REQ'D FILLING SOIL (E) STEM WALL (V.I.F) ---(E) FOOTING (V.I.F) / / FOUNDATION DETAIL® I "' "' t;: !.: ~,. OD w .... C, I □ .... wit C MISSING 48d 24' MIN. - I z ¾ ,., "' 13 I ·y··.·<'<J'.'>,<:<"·<,. '.-s<,: • ,1 •} ~-C\ --3" CL~_:1 '/ " ~-1,. 12MIN. ..1 REFERTO --, ARCH. 6"MIN. EQ • --EQ ,_ i ·•. ,., . ---• --Fl'G. REIN'F. PER DETAIL NOTES: 1. "S' SHOULD BE MAX 18". 2. "D" IS OVERALL DEPTH OF FTG. 3. BEND REBARS IF REQUIRED & LAP MIN. 48 BAR DIAMETER 4. REINFORCEMENT TO MATCH FOUNDATION DETAILS. STEPPED FOOTING® FINISH GRADE "' 13 z -" ., . __ ------TIE BEAM NOTES: -SEEDETAIL #1 FOR LEGEND AND INFORMATION NOT SHOWN. (2)#4 T & B w/ 2'-0' MIN. LAP & EMBEDMENT IN ADJACENT SLAB & FTG. (1)#4 T CONT. (2)#4 T & B wl 2'-0" MIN. LAP & EMBEDMENT IN ADJACENT SLAB & FTG. TYP. STEM WALL FT'G. PROVIDE #4 VERT. @ 18' O.C. ONLY IF "D" EXCEEDS 18"TALL TIEBEAM0 EXT JINT. FTG. ALT. INT. FTG. WI SIMPSON EPOXY REPLACE AST114-A36 A36 PLATE le ASTMA307-C C HOLDOWN WITH ROD 0 WASHER ROD 0 hef (MIN.) HDU2, PA2B HDU2 HTT4 HTT4 HPA28, HTT5, HPA35 518" STHD10, STHD14 HDU4 HDU8 HDQ8 HDU11 HDU14 NEW HOLDOWN, PER TABLE. SIMPSON CNW 314-5/8 COUPLER. CONC. EDGE WHERE OCCURS HTT5 HDU4 HDU8 718" HDOB HDU11 1' HDU14 MULTI-STUD OR POST PER PLAN RAISE HOLDOWN BOTTOM FROM SILL rl.ATE. I ~ I THREADED ROD [THRU BOLT)WIHEAVY HEX NUTT ACK WELDED TO PLATE WASHER. SEE 2'>2''x114" 2112'x21/2'x114' 3"x3"x3/8" 3 1/4'X3 1/4''x3ill" 31/2"x31!2"x3/8' 4"x4"x3/8" DETAILS I 0 ~ 1/2' 10' 8' 314" TO FTG. 12" 518" TO 15' 12" HOLDDOWN SEEDET. B 13" 16" 19" -NEW HOLDOWN, PER TABLE. THREADED ROD (THRU BOLT) WI HEAVY HEX Nl/T TACK WELDED TO PLATE WASHER. SEE SCHEDULE FOR PLATE SIZE. ALT. TO TACK WELDING APPLY DOUBLE HEX Nl/TS TO SECURE PLATE WASHER. 21/Z' THK. MIN. DRY PACKED NON-SHRINK GROUT ALL AROUND. SURFACE IN CONTACT WITH GROl/T SHALL BE CLEANED, FREE OF GREASE AND LAITANCE. NOTCH CONC. ALONG FTG. LENGTH TO 6" MAX. EA. SIDE OF HOLDOWW ROD. DO NOT CUT FTG. HORIZ. REINF. SOI.ID GROUT, WITHOUT ANY VOID, WITH HIGH STRENGTH NON-SHRINK GROUT WI fc=5000 psi MIN. SPECIAL INSPECTION IS REQUIRED. SCHEDULE FOR PLATE ·"i"i'i"f!_, ' SIZE. ALT. TO TACK j_1j'-2112' THK. MIN. DRY PACKED NON-SHRINK GROUT ALL AROUND. SURFACE IN CONTACT WITH GROUT SHALL BE CLEANED, FREE OF GREASE AND LAITANCE, WELDING APPLY ~ A.. DOUBLE HEX NUTS TO i if: PROVIDE MIN. 3" CONCJNON-SHRINK GROUT COVER ALL AROUND FOR ALL METAL PARTS. PLAN VIEW A-A SECURE PLATE BOLT THROUGH FTG. BOTT WASHER. . ,I NEW HOLDOWN, 0 PER TABLE. 0 UNDER "REINFORCED CONCRETE' FOR ADD'L. REQUIREMENTS -THREADED ROD [THRU BOLT) WI 11=i ,ci' ci HEAVY HEXNl/TTACKWELDEDTO 1--....J..;aFi;;.i....,,.__~~ PLATE WASHER. SEE SCHEDULE 1 1 FOR PLATE SIZE, ALT. TO TACK ' I I THREADED RbD IN SIMPSON EPOXY TO FOOTING PER TABLE. NOTES: 1U1 1:::1, -,,---+H <: ·wl lul ,bJ; 0 "' -s-"-ISI ;,; M "' 0 ~ l z as ili ~ 6" MIN. FOR 112"0 ROD. 7" MIN. FOR 314 '0 ROD. -USE SIMPSON SET-XP EPOXY ADHESIVE ANCHORS, ICC-ESR-#2508 and LA RR#25744 REFER TO ICC AND MANUFACTURER's SPECS. FOR INSTALLATION PROCEDURES. I I WELDING APPLY DOUBLE HEX • Nl/TS TO SECURE PLATE WASHER -~ I I I I ' R' ':::t11' I 1.-e·, 'IT' , 1 1 ,__,_ __ __,__ 21/2" THK. MIN. DRY PACKED NON-SHRINK 11·,T_ i--;"' GROUT AU. AROUND. SURFACE IN CONT AC -WITH GROUT SHALL BE CLEANED, FREE OF I ,, , , _ GREASE AND LAITANCE. • MIN. • MIN. ----~NOTCH CONG. ALONG FTG. LENGTH T06" MAX. EA. SIDE OF HOLDOWNI ROD. DO NOT CUT FTG. HORIZ. REINF. SOLID GROUT, WITHOUT ANY VOID, WITH HIGH STRENGTH NON-SHRINK GROUT W/ rc=5000 psi MIN. CONT. SPECIAL INSPECTION IS REQUIRED. -CONCTRACTOR SHALL SPECIFY OVERALL LENGTH OF ANCHOR -FOR CUTTING THE SLAB & TIE SLAB BACK SEE DETAIL 'FIX FOR CUTS IN SLABS" -FOR OTHER HOLDOWNS NOT LISTED IN TABLE &/OR OTHER COND. NOT INCLUDED HERE, CONT ACTENGINEERING FOR SPECIFIC FD<. -CONTINUOUS SPECIAL INSPECTION & JOB-SITE QUALITY ASSURANCE ARE REQUIRED PER SECTION 4.4 & 4.5 OF ICC-ESR#2508 and LA RR#25744. FIX FOR MISSING HOLDOWN NOTE: -CONTRACTOR IS RESPONSIBLE FOR PROPER SHORING WHEN REQUIRED. FINISH GRADE BOTTOM OF TRENCH EXCV. NOT TO EXTEND BELOW THIS LINE BACKFILL TRENCH EXCV. PER SOILS REPORT 90' BEND BEND 180' BEND 48(d) * IN CONCRETE ----------R= 3ld! FOR #3 THRU #8 R= 4 d FOR #9 THRU #11 R= 5 d FOR #14 THRU #18 TRENCH PARALLEL TO FOOTINGS -2 LAP SPLICE 10'-0" MIN. 48(d) MASONRY (U.N.O.) WIRE TIE END z "' Q z "' :, z ~ ~ " ci * INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTAL BARS SO PLACED THAT MORE THAN 12 INCHES OF FRESH CONCRETE IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) ,&\{. --=====<o" -.t"" f% ¥?t..~ 2 CREATE PIPE SLEEVE 2" LARGER THAN PIPE CLOSED Tl E OR HOOP ✓ CROSSTIE ---COMPACTED ~----------~--+-FILL TRENCH PERPENDICULAR TO FOOTING TYPICAL TRENCH @ FOOTINGS® REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT SIMPSON TITEN HD SIMPSON SET-XP-EPOXY ADHESIVE SCREW ANCHORS WITH "307 GRADE C ANCHORS 1-POUR OR 2-POUR WI DOWEL 1-POUR OR 2-POUR WI DOWEL (ICC ESR#2713, LA RR#25741) (ICC ESR#2508, LA RR#25744) WALL TYPE QUANTITY & SIZE QUANTITY & SIZE QUANTITY & SIZE 1-POUR & 2-POUR 1-POUR 1-POUR &2-POUR EXT . 2X4 SILL/3X4 Sill N.A. N.A. STIRRUP FOOTING CONTINUOUS PERP LAN -. ., ., -· --2X6 SILL/3X6 Sill (2) 1/2'0 (1) 518'0 (2) 112"0 ,, INT. 2X& 3XSILL POST-INST AL LED 2', 2X4WALL 31/2', 2X6 WALL POST-INSTALLED ANCHOR PER TABLE. SPACING BETWEEN ANCHORS AND MIN. DISTANCE FROM EXIST. ANCHOR PER TABLE. SPACING BETWEEN ANCHORS AND MIN. EMBED. EMBED. A.B. TO BE 4". DISTANCE FROM EXIST.-__ -:.,,_;;:,"\ 1 A.B.TOBE4". _ -" I' ' T ___ .....,...__....., . PLATE WASHER PER ~~~~;:t-,4r~;;:;--FOUNDATION NOTES ON S-0.01 SHEET. PLATE WASHER --PER FOUNDATION I NOTES ON S-0.01 , I SHEET. EMBED. I,, 4' NOTES: 5 114' _ LOCATE ANCHORS@ 12" MIN. FROM CONG EDGE PERPENDICULAR TO WALL _ FOR NON-SHEAR WALL, INSTALL (1) 112"0x4" EMBEDMENT TITEN HD ANCHOR FOR EACH MISSING OR MISPLACED A.B. BOLT SIZE 1/2"0 5/8"0 1=11 I \I I DOWEL PER NOTE S OF 1/SD1. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. IF MIN. SPACING AND EDGE DISTANCE CAN NOT BE MET, CONTACT ENGINEERING FOR SPECIFIC FIX. MISSING OR MISSPLACE AB. 4 II ALL-THREAD ROD & SSTB ALIGN CENTER OF-, A.B.WITHCENTEROF ', EXTERIORCONDITION INTERIOR CONDITION WALL (MIN 1-3/41 \ AND CENTER OF \ ~ ANCHOR BOLT ASSEMBLY CONCRETE PAD• 1 J 1 •, PER FIGURE BELOW FOR REQUIRED --. .-BOLT STANDOFF i.-;;i· _..;..,___....J._....:,;:.;.j F.F. , , ,, , , STHD PER PLAN APPLY ON SHEATHING (WHERE OCCURS) .J . ., "' SEE HOLDOWN -t ' 1 MANUF.SPECS. GRADE OR FIN!Ul<FACE 1 -IH'--11-1 lL=ill=I ::::J i'5 z w • ~ ~ D 0 I c' q I I • 1 _',•' ,, MAX. ALLOWABLE::+ SPALL= 1' GRADE OR FIN. SURFACE ., FT"G BARS PER CHART i "' ~ ;" 0 .... ., EQ. ,, I • • EQ. TOTAL(1)-#4 BAR--L=28" PAST EACH SIDE OF STRAP. I--,., EQ. EQ. I • SQUARE PAD • (SIZE PER CHART BELOW) SQUARE PAD E PER CHART BEL • ALL-THREAD ROD ANCHOR BOLT '' . ALT. SSTB ANCHOR SIMPSON ASlM F1554 GR.36,Fy= 36 ksi,Fu= 58 ksi HOLDOW~ " ROD ' ALT. SIMPSON EMBEDMENT ROD TYPE PLATE WASHER SQUARE TYPE EMBEDMENT PRE-ASSEMBLED DIAMETER F436 de PAD SIZE BOLT HDU2 518" 1.75"x1 .75'x1/2" 7' 20' PAB5 SSTB24 HTT4 518" 1.75''x1 .75'x1/2" 7' 20' PAB5 SSTB24 HTT5 518" 1.75''x1 .75'x112" 7' 20' PAB5 SSTB24 HDU8 7/8" 2.5'>2.5'l<1/2" 11' 30" PAB7 SSTB28 HDQB 7/8" 2.5"x2.5'X1/2" 11' 30" PAB7 SSTB28 HDU11 1" 3''x3''x:5/8" 13' 36" PABB NIA HDU14 1" 3''x:3''x:5/8" 13' 36" PAB8 NIA HD19 1-1/4' 3.5"x3.5'X3/4" 16' 48" PAB10 NIA NOTES: 1. BOLTS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION POUR U.N.O. 2. COMPLY WITH THE MANUFACTURER'S MOST CURRENT LITERATURE,SPECIFICATIONS, AND ICC-ESR/LARR REPORT 3. POST TENSION CABLE MAY NOT BE COUNTER AS REQUIRED HOLDOWN REBAR 4. EXISTING FOOTING REBAR(S) MAY BE COUNTED AS REQUIRED HOLDOWN RABAR(S) 5. CONCRETE COMPRESSIVE STRENGTH MUST NOT BE LESS THAN 2,500 psi 6. HOLDOWNS MAY BE RAISED OFF MUD-Sill TO ACCOMMODATE AN ANCHOR MIS-LOCATED NO MORE THAN 1 j".HOLDOWN SHALL BE RAISED OFF Sill ATLEAST 3' FOR EVERY 114' THAT ANCHOR IS OFFSET FROM MODEL'S CENTERLINE (MAX.18'1.BOLT SLOPE SHALL BE NO GREATER THAN 1:12 (5%).REFER TO MANUF.SPECS. 7. LOADS ARE BASED ON :DOUG-FIR(DF),CRACKED CONCETE,SDC D & e 6' CURB, 12" (BELOW GRADE) de 20 518' 20 518' 20 518' 24 718' 24 718' NIA NIA NIA ' FOOTING BARS MIN • BARS LENGTH BARS PAST EA,SIDE OF ROD/BOLT (1)#4-T&B 2'-0" 12) #4-T&B 2'-0" (2) #4-T&B 2'-0" (3) #4-T&B 3'-0" (3) #4-T&B 3'-0" (2) #5-T&B 3'-0" (2) #5-T&B 3'-0" (3) #5-T&B 4'-0" , -~c~o~ ;o~T-7 : ASSEMBLY : I 1-----AINCHORROD I I F1554, Gr. 36 I I I I HEX NUT I 1-, -i z "' 0 z iii :, z ~ :\! " ci ' D= 4(d) FOR #3 THRU #5 D= 6(d) FOR #6 THRU #8 NOTES: -PUT CROSSTIE W/ EACH STIRRUP ALT. 135° BENDS -ALL BENDS SHALL BE MADE COLD TYP. REINFORCING DETAILS@ 24' LAP MIN -,; '" ' --,Ci -,, FOOTliW~irJ;~RCEMENT 24' LAP MIN. CONTNUOUS FOOTING PER PLAN ,____,__ __ ADD. lo TOP & BOTTOM, 48' LONG. FOOTING REINFORCEMENT PER PLAN l 24'' LAP M;~ REINFORCEMENT DETAIL® 11 STHD STRAP F.F. '"I I I I I I I I I I I L_ -7 I I I GAR. SLAB I I ............... 1-~ -~c>-cf-"' ~:·_,__ 4_ 3/4" to 5-1/4" ALTERNATE CURB CONDITION REFER TO STANDARD COND. SIMPSON PRODUCT TYPE STHD10 STHD14 HTT HDU HDQ HD SSTB FOR INFO. NOT SHOWN PRODUCT RESEARCH REPORT ICC-ES LARR REPORT REPORT ESR-2920 NIA ESR-2920 NIA NIA RR -25818 ESR-2330 RR-25720 ESR-2330 RR -25720 NIA RR -25828 ESR-2611 RR -25827 r--1 I I IAPMO REPORT NIA NIA ER-130 N/A NIA ER-143 N/A r--1 I I x 13 j" (WIDE) MONOLITHIC(1-POUR) FTG. 8. FOR ALL INFORMATION NOT SHOWN,REFER TO DETAIL 1/SD-1.0 OR 1/PT-1.0 I A563 I I PLATE WASHER F436 I ALT. EXTERIOR I I ALT. INTERIOR 9. de IS MEASURE TO TOP OF WASHER PLATE PERMANUF.SPECIFICATIONS. 10. CALCULATED TOTAL BAR LENGTH IS THE RESPONSIBILITY OF THE CONTRACTOR WHO MUSTTAKE INTO CONSIDERATION ALL ASPECTS OF THE PLANS AND HIS CONSTRUCTION TECHNIQUES. 11. LARGER DIMENSION AND/OR THICKNESS WASHERS MAY BE USED BASED UPON COST OR AVAILABILITY. MULTIPLE WASHERS SHALL NOT BE USED TO ACCOMPLISH TOTAL REQUIRED THICKNESS. 12. STANDARD CUT WASHERS IS REQUIRED UNDER ANCHOR NUT AND BETWEEN NUTS AND WOOD. 13. AT CORNER CONDITION, INSTALLED IN AN ANGLE PER MANUFACTURER'S, RECOMMENDATION. ICC-ESR-2611 I HEX NUT I L-~~----_J CURB CONDITION I REFER TO EXT. CON. FOR I FOR INFO. NOT SHOWN L -J ....,...._ I CURB CONDITION REFER TO INT. CON. FOR L_ J FOR INFO. NOT SHOWN CAST-IN-PLACE FOUNDATION HOLDOWNS (THIN-SLAB CONDITION) -MONOLITHIC (1-POUR) G) C RE ri-=,-,., "J71e 6t-c:>UnrJ (-f,P Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) ""'C ·-II) Q) a::: +-' "' C: "' 0 N 0--s.. j LL ..c C: );I rd ., cc Q) t'. u 0 c.. 0 ~ ., z • • t w :I: C: 0 '-<( u. ::c C: "' u z (l,J a:: u <( 0 I-I-0 V, ~ ~ """ 0 u ..... a:: z z w i,:..: ii u w 5' V, w D.. V, I-0 a: w w a:: I ..J z a::: Cl w u ~ ~ a.. Cl a:: <( <( Cl 0 REVISIONS NO. DATE DESCRIPTION SHEET NAME: STRUCTURAL FOUNDATION DETAILS PROJECT NUMBER: 20268 DESIGNER: PROIECT MANAGER C.Q. K.V . .Ar<'--.. PLOT 0-ATE: 01/19/2021 SHEET NUMBER: /. ,, SD 1.1 13NAIL LATERAL VALUES BASEDON SPF/ HFASTRAP CAPACITY** END LENGTHCS16 1700#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 SINKER ST22 ST6224 ST6236 MST37 MSTC52 CMST12x72"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 CONDITIONPA2021-087• ~ ' ' ' ' ' ' ' ' ' ' 'I \' ' ' ' ' " " '' '' ,, ' ' '' " " '1 ,, ,, ,, , I " " ,, ,, i ' ' ,, ' ,\ ,, ,, " " ' ,, ' ' ,',; '' '' '' ' ' ' ' ' ' ' ' ' ' ' -----0 -'--,,_ -[,/ ,,. . . -~ ,~ -. --. ' . -~ ' . ' . . . ----~o FLUSH BEAM PER PLAN \_ FLUSH BEAM PER PLAN E.N. SIMPSON LUS HANGER SIMPSON-1 LUS HANGER FLUSH BEAM PER PLAN E.N. E.N, SIMPSON LUS HANGER 1-TYP, SHEATHING ' 2xBLOCKING '-ROOF/FLOORJOIST MIN. 12" LONG @48" 0/C PER PLAN WI E.N. OF PLYWOOD SHEATHING -TYP. SHEATHING I_ ROOF/ FLOOR JOIST PER PLAN SIMPSON LSTA30@48" 0/C (U.N.O.) TYP. SHEATHING 2x BLOCKING ROOF/ FLOOR JOIST MIN, 12" LONG @48" 0/C PER PLAN W/E.N, OF PLYWOOD SHEATHING SIMPSON LSTA30@48" 0/C (U,N,O.) TYP, SHEATHING ROOF/ FLOOR JOIST PER PLAN ----~o ' I -----0 ROOF SHEATHING-, FLUSH BEAM PER PLAN EN, SIMPSON IUS HANGER .-SIMPSON LSTA30@ 48" 0/C (U.N.O.) I', ' I', 11 1, .'I 11'1 I'; I I ,' .. I /, ",.. I' ,I I' 11 I.' 'I \ ROOF SHEATHING --ALT, DIRECTION ROOF JOIST PER PLAN ----------0 ----~o I ----~o '' '' ,, ,, 'I ,, -','---/, : I ,, ,, '\ '' ' '-\ /t--------,7"---I\ i -i---~#1 i.=-·1:c;/!.. ' T ll; ;v,' \_ "' I ----~o ----~o I I_ I I ..-111'--KI \~ ~:~----,, I -_/ I I I I ~' ,_ " -I" I , ..,,-~ -/ . . ------,/' ,. 1. . . ----~o " " --' , ' ; ,~ I I ' ,~; ! // ---I ' .... i'_ • -... -----==-:::-:::-_ --------' .... ~ -----' ---' ----... -"' ... -! -. -• ~--,.,,, ' ~---' --I ·~ ' . ''' -',,,' ---~---' -~---' -~ ... I ::-·,. ... ~ ----' I . I I I I I -------10 1 END LENGTH 1 ·\~ \ r---~ -------10 , I I I I I I I I I I I I T T 11 lI I I I I I I I I ---------10 r i ' -'-----------11 I I I I -----0 !1 .I, ,,, ,1\ ,J I 'I .I I .I I I .I I ., .I I ., .I ' .J ----~o 0 _____ __,, q_ "1~1-;;l4B-· .· 114 JYP. • ..-it.1cti/4-M_ 'rYP. 114 __j ----~o C RE Fi-co,,,., rh~ G,-canrl f/p Core Structure, Inc. 23172 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com No. C78194 09-J0-21 PA2021-087SIMPSON ST6236 STRAP (U.N.O.) / BEAM PER PLAN /' / ' / ' / \ '. SIMPSON "HUCQ" HANGER (U.N.O.) (2) SIMPSON LPT4 IJ _______ C_ON_N_E_CT_IO_N_D_E_TA_IL_@ WOOD RIM-. PER PLAN 2X STUD WALL-" 2xBLK:G @16"0.C 2XSTUDWAU. 2x NAILER W/ 1/2" DIA. STUD BOL TS@24' O.C., TYP. STEEL BEAM PER PLAN W/SOLID NAILER W/1/2.' DIA. STUD BOLTS@24" O.C. BOTH SIDES FLOOR JOIST PER PLAN SHEAR TRANSFER DETAIL@ SHEAR PANEL-PER PLAN 2xSTUDWAU. E.N.@ 3"o.c. MAX. ' I, I I I I I I' I 2x SILL PLATE w/ NAILS PER PLAN 2x MEMBER, 11/4" TIMBER STRAND OR I-JOIST PER PLAN FLOOR I I I I I I I ,, I ' I I E.N.-. E.N. -_ SHEATHING \ ), INVENTED IUT -.-j-· I' I HANGER@ 1 EVERY JOIST I ' ' -. I r· I I ) ALT. CONNECTION 2x CONT. TIMBER STRAND OR LVL -SIMPSONA35 @RIM JOIST 8.N. NOTCH PER ARCH~ (WHERE OCCURS) FILL BIRD MOUTH HEADER PER PLAN I I I t-----,-----.-t--------t I I I \ I 1I. i 1 -I 11 "' I . I 1' i I 1--~--+-------t",1------f 1. E.N. SHEAR PANEL PER PLAN FLOOR SYSTEM SHEAR TRANSFER@ 2xBEVELED BLOCKING SIMPSON A35 @ MAX. 24" O.C. SIMPSON H2.5A @ 48" 0/C (U.N.O.) ~ROOF SHEATHING STEEL BEAM PER PLAN W/SOLID NAILER W/1/2" DIA.STUD BOLTS@24" O.C.TYP. BOTH SIDES ' ~ROOF RAFTER PER PLAN SHEAR TRANSFER@ STEEL HSS --. PER PLAN 2x BLK'G @16"0.C 2XSTUDWALL 2x NAILER WI 112" DIA. STUD BOLTS@ 24" O.C., TYP. FLOOR JOIST PER PLAN TYP.),-....++-1 ~::~1 ~:Y _.•6=*~:lo!-:;----7 3/8" STIFFENER PLATE STEEL BEAM PER PLAN W/SOLID NAILER W/112" DIA. STUD BOLTS @ 24" O.C. BOTH SIDES 2XSTUDWALL STEEL BEAM CONNECTION DETAIL ® BEAM OR (2) TOP PLATE. END LENGTH l I I ALT. TRUSS .-STIJD OR POST PER PLAN ~ 2x BLK'G W/ LINE // OF EDGE NAILING / ALONG DRAG LINE f--..~-. ~. -.4, .+-.-->-. ""· -. ""· -. ""· -. ""· _-,,;-_'--. • .'-,-. MINIMUM (4) BAYS U.N.O. . . . . . . . . . . . . . . . . . . . STRAP CAPACITY END LENGTH A I (1)CS16 1700# 3'-0" B I (2)CS16 3400# 3'-0" NOTES: 1. USE 2X FLAT BLOCKING FOR CONDITION "B" W/MIN. 11/2" SPACE BETWEEN ROWS OF NAILS. 2. LOCATE STRAP OVER PLWD. SHEAR PANEL SEE PLAN FOR TYPE & LOCATION. 3. REFER TO 13/S-0.20 FOR CS16 NAILING PAmRN SIMPSON CS16 w/ 8d SINKER NAILS AT 21/16"0.c. DRAG BEAM TO WALL DETAIL@ APPROVED METAL HANGERS OR (1)A35 EACH SIDE DOUBLE JOIST OR HEADER 51/4' MIN. FOR2x12, 7114' MIN. FOR2x14 & 91/4' FOR 2x16@ NOTCH NO OVERCUT ---PLYWOOD TREADS & RISERS (MIN. 314') ' ' ' ' ' ' '' SEE TABLE. SPANS ARE HORIZONTAL PROJECTION LENGTH. (ALT LSL STRINGERS OF THE SAME SIZES w/ Fb•1700psi (MIN.).Fv---400psi (MIN.),& E=1.3x10 psi (MIN.) CAN BE USED CONT. 2x PLA"TE w/ 16d @ 8110.c. DBL.JOIST OR BLOCKING PRESSURE TREATED PLYWOOD SHIM w/ MIN. (2)SIMP. PHNW-72 SHOT PINS 0.1451!1 w/ 3/4" MIN. EMBED INTO CONCRETE. 22GA SHEET METAL OR WATER PROOF MEMBRANT I ,.-_ / ;-STRINGERS@ 16"o.c. (2)2x16@ INTERIOR 1~-0' 2x16@EDGE MAX 12-0' 2x16AU. SPAN 1~-0' 2x14AU. 8'-0' 2x12 AU. PLYWOOD SUBFLOOR PER ARyl'l'L • I \; I /-SIMPSON THA213, ALT. (1)A35 EA. SIDE UPTO MAX.12'-0" SPAN'. USE THA218/IHA218-2 FOR 2x16/(2)2x16 r-SEE TABLE. SPANS / ARE HORIZONTAL PROJECTION LENGTH. (ALT. LSL STRINGERS OF THE SAME SIZESw/ Fb•1700psi (MIN.), Fv--400psi (MIN.), & --~ E•1.3x10 psi (MIN.) CAN BE USED 'I '---_J -' c:: :c: LU (.) c.. !:le 2x6 LEDGER wl (4)16dPERSTUD @ WALL CONDITION PLYWOOD TREADS & RISERS (MIN. 314") 2x4 P.T. PLATE (SEE GN) ANCHORED WITH $IMP. PHNW-72 SHOT PINS 0.1451!1 w/ 3/4" MIN. EMBED INTO CONC @ 24"o.c. MAX. SECURE STRINGER TO 2x4 PLATE wl(3)18d TOE NAILS CAN BEUSEDASANALTERNA"TE STAIR DETAILS@ ALT. STRAP LOCATION BEAM PER PLAN STRAP PER TABLE BELOW APPLY STRAP ON TOP OF SHEATHING AS AN ALT. NOTE: END LENGTH 'f'"wHERE STRAP IS APPLIED ON TOP OF SHEATHING ELIMINATE LINE OF E.N. ALONG LENGTH OF STRAP ONLY 2. MIN. 3 1/2" WIDE MEMBER FOR CONDmON C & D 3. MIN. 11/2" SPACING BETWEEN ROWS OF NAILS. ADD 2x6xSTRAP LENGTH NEXT TO DRAG ELEMENT TO RECEIVE 2ND. STRAP, NAIL w/ 16d@4'o.~ STAGGERED. 4. REFER TO 13/8-0.20 FOR CS16 NAILING PAffiRN STRAP END LENGTH NAIL SIZE AND SPACING A CS16 3'-CT' 8d BOX/SINKER AT 4 1/8" 8' (2)CS16 3'-0'' 8d BOX/SINKER AT 4 1/8" C CMSCTC16 6'-0'' 10d BOXAT41/2" D CMST14 6'-3" 10d BOXAT 4 112" HANGER PER PLAN DRAG STRLJT OR BEAM W/ E.N. PER PLAN. IF NOT CONT. SPLICE PER TABLE BELOW CAPACITY' 1700# 3400# 4585# 6490# DRAG DETAIL® 18" FOR SAWN WMBER w/ SPACING @ 2 1/W; 4" 3'-6" FOR MFG'R. PRODUCT FLUSH BM/HDR -PER PLAN SEE . --, w/ SPACING @ 4 1/B"o.c DET.2/SD20 FOR --------·:-.<:' CONNECTION OF BM/HOR SlRAPTYPE ALT. CAPACITY MULTI STUD DR POST A (1)CS160N2X4 (2) MTS12 1705# TO POST (U.N.O.) 8 (2) CS16 ON 2-2X4 (2)HTS20 2666# _J_ C (3) CS16 ON 4X6 (4) HTS20 5115# STRAP TYPE SEE TABLE DBL. TOP PL OR DROP BM. PER PLAN CS16's MUL Tl STUD .. -----.. .-1 ORPOST -----2XSTUO w/16d @6"o.~ NOTES: MTS&HTS 1. USE 10d SINKER FOR MTS12; USE 10d COMMON NAILS FOR HTS20; USE 8d SINKER NAILS FOR CS16's. 2. CLJT CS STRAP TO MEET MIN. END LENGTH & USE MIN. (16) 8d's@ EACH END OF EACH STRAP. FLUSH BM/HDR PER PLAN SEE DETAIL 2/SD20 FOR CONNECTION OF BM/HDR TO POST (U.N.O.) MIN. 4X8 SOLID BLOCKING. FLUSH BMIHDR PER PLAN SEE DETAIL 2/SD20 FOR CONNECTION OF BM/HDR TO POST (U.N.O.) FOR (2) MTS12 USE (2) ST12 FOR (2) HTS20 USE (2) ST2122 FOR (4) HTS20 USE (2) ST6224 3. PROVIDE 11/2' SPACING BTWN ROWS OF NAILS@MULTIPLECSSTRAPS. 4, REFERT013/S-0,20FORCS16NAILINGPATTERN HOLDOWN DETAIL I I .. ·'L---. ___ - -PROVIDE SHIM UNDER AND f----'-~-c.·_•r-_,--@ THE SIDE OF THE SMAU.ER BEAM AS REQUIRED . . -POSTw/SIMPSONCCQOR CC.SEE PLAN SIMPSON ST6236 -I j ' ~~ <.., POSTw/ SIMPSON CCQOROC, SEE PLAN / POSTw/ SIMPSON ECCQOR ECC, SEE PLAN NOTES: ;, 1. ALIGN BEAMS TO RECEIVE STRAP 2. ALT. LOCATION OF STRAP ON TOP OF BEAMS. CONNECTION DETAIL:'? ,1 END LENGTH TYPICAL JOIST PER PLAN PLYWOOD SHEATHING w/ E.N. ALONG LINE OF BLOCKING. .... ~ .. -TYPICAL JOIST PER PLAN SIMPSON STRAP PEIITABLE BELOW & AT ALL BAYS OF BUKG MIN. (3) NAILS PER BUKG.(2) ROWS OF NAILS EA. STRAP. LINE OF SOLID/ MIN 1 314" WIDE FULL HT. BLKG PER PLAN FOR NUMBER OF BAYS (MIN. 4 BAYS). 2x TOP PL OR BM. USE DBL. BLKG. FOR CONDITION B & C. REFER TO 13/S-0.20 FOR CS16 NAILING PATTERN. T JI BUKG(S) CAN BE USED WHEN STRAP IS APPLIED ON THE TOP. END LENGTH STRAP END LENGTH A CS16 3'-0" 8 (2)CS16 3'-0" C CMSCTC16 6'-0" NOTE: PLYWOOD SHEATHING w/ E.N. ALONG LINE OF BLOCKING. USE MIN. 2x FULL HT. BLKG w/ LS50/LW4 IF THE INSTAIULATION OF A35 IS IN CONFLICT WITH THE STEEL STRAP ON TOP PL. NAIL SIZE AND SPACING CAPACITY 8d BOX/SINKERAT 41/8" 1700# 8d BOX/SINKER AT 41/8" 3400# 18d SINKERAT41/2' 4585# NAIL LATERAL VALUES BASED ON SPF/HF DRAG DETAIL _.-PLYWOOD SHEATHING w/ E.N. ALONG DRAG LINE. SEE TABLE BELOW. -ALT. STRAP LOCATION. tt" T ...,. i'.,tI l"" f "'F 't~ .--STRAP PER TABLE BELOW ~----------~------,---~----·~;...,~ SHOULDBECENTERED A B C D ~ // ~ / ~1~-/ // DRAG STRUT w/ E.N. _/ PER PLANS.IF NOT CONTINUOUS SPLICE PER TABLE BELOW. STRAP NAIL SIZE & QUANTITIES CS16x36' (32) 8d BOX/SINKER ST6236 (40) 16d SINKER MST48 (50) 16d SINKER MST60 (66) 16d SINKER / @ SPLICE POINT CAPACITY DRAG STRUT. LENGTH 1700# 8'-0' U.N.O. 3230# 14'-0" 4460# CONTINUOUS 5653# CONTINUOUS DRAG DETAIL® FLUSH BEAM SIMPSONA34 TYP. -11 TT SILL PLA"TE NOTES: '/, MUL TI-STIJD OR POST, SEE PLAN f'"ADD FILLER@ SIDE OF BEAM AS NEEDED. 2. FOR PARTIAL FLUSH BEAM SIMILAR CONDITION. USE (1) A34 EACH SIDE. 2x TIMBER STRAND OR L.V.L. RIM PER PLAN B.N. -. ALT. INTERIOR CONDITION ONLY FLOOR SHEATHING B.N. --SIMPSON A35/LPT4 PER SCHEDULE 8.N. SHEAR PANEL PER PLAN --.. ALT. LOCATION OF STRAP ACROSS SIDE OF TOP PLATE (5)18d EACH SIDE TO BM MULTI-STUD OR POST. SEE PLAN ---SIMPSON A34 .. -->.•,~ 2x STUD AT EACH SIDE w/ 18d AT 12'o.c. STAGGERED BEAM DETAIL@ .. -SILL NAILING PER SCHED. _,.,-FLOOR SHEATHING 2x TIMBER STRAND OR L.V.L. RIM PER PLAN BLK'G. (2x, I-JOIST) MIN. 12' LONG @ MAX. 48"o,c, WITH FLOOR E.N. SECURE w/(2)16d EIS. EXTERIOR CONDITION AND AT EDGE OF FLOOR DIAPHRAGM _ -- ---STIJD WALL SOLID BLK:G OR CONT.RIM BOARD ALT. LOCATION OF SIMPSON LPT4@EXT. CONDmON ---1112" WHERE OCCURS 3/4" UPLIFTED BEAM TO POST/BEAM CONNECTION DETAIL, SEE 8/5D30 .. ---PROVIDE2xNAILER SIMPSON A35/LPT4 PER SCHEDULE. (MAX 48" OC) FLOOR SYSTEM PER PLAN INTERIOR CON□. & ALT. TO EXTERIOR CONDITION SHEAR TRANSFER@ ---STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS@CONDITION "B"&"C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG All STUDS. _,-REFER TO PLANS & TABLE BELOW FOR STRAP,# OF NAILS & END LENGTH AT EA. END. (2) ROWS OF NAILS EA. STRAP. SOLID RIM OR BLKG. SAME WIDTH AS POST ABV. & BLW.@ LOCATION OF STRAP. WHEN W/FLOOR. TRUSS, PROVIDE WEB FILLERS AS NEEDED TO RECEIVE NAILING FROM STRAP. DOUBLE TOP PLATE. PROVIDE MIN. END DISTANCE-OF 1 518" FOR 16d NAILS. a' " >--z (') w~ . . ·-.. _ STUD, POST OR TRIMMER PER TABLE BELOW. DBL. NAILS NOT REQUIRED STUDS & STRAPS@CONDITION "B"&"C" PROVIDE EDGE NAILING OF SHEAR PANEL ALONG All STUDS. IN CLEAR SPAN -SEE PLAN FOR SHEAR WALL. I ';c-~ I -' r_/ ______ / ____ / ___ ', ,•· a' " >--z<'> --wz '" ~ ' ,. ·--, __ ~ ' / ·, /( / \! /; ' 1, "' !• // ~ I I• , , ~ / . ',// '-' r STUD, POST OR TRIMMER PER TABLE BELOW. DBL. STUDS & STRAPS@ CONDITION "B"&"C' PROVIDE EDGE NAILING ANEL ALONG ALL STIJDS. OF SHEAR P REFER TOP LANS & TABLE BELOW FOR NAILS & END LENGTH AT ROWS OF NAILS EA STRAP. STRAP, #OF EA. END. (2) -LINEOFBLK G. UNDER SHEAR WAU.. • I \ . ' -FLOOR SHTG. SEE PLAN . ~ '// 2X SILL PLATE. ·-, ' DOUBLE TOP PLATE. --. ---· ....... . . --SOLID BLKG. UNDER POST OR STUDS ABOVE. ....,. ___ CRIPPLE WALLABOVE HDR. I -MIN.111/4' DEEP BM. OR HEADER. SEE PLAN. WHERE OCCURS. STRAP STUD/POST # OF NAILS @ EA. END LENGTH CAPACITY END LENGTH (1)CS16 2X4 (11)16d (2)CS16 .. (2)2X4 (11)16d P/STRAP " (2)CS14 "" (2)2X4 (15)16d P/STRAP f3lCS14 4X6 (15116d P/STRAP CMST14 4X4 (40)16d ) CMST12 4X6 (52)16d ·) (2)CMST14 4X8 (40)16d P/STRAP " (2)CMST12 6X8 (52)16d P/STRAP • CMST14 & CMST12 ARE ONLY APPLICABLE AT POST TO POST CONNECTION. .. AS AN ALT. TO 8 & C, USED FOR POST TO POST CONDITION ONLY. NOTES: 1. ALL STRAPS ARE SIMPSON STRONG TIES. 1700# 3400# 4980# 7470# 6490# 9200# 12980# 18400# 2. TOTAL LENGTH OF STRAP TO BE DETERMINED@ THE Sl"TE BASED ON END LENGTH REQUIRED &CLEAR SPAN. 3. ALL NAILS ARE SINKER OR BOX NAILS. 4. SLIT CUTFLOOR SHEATHING TO RUN STRAP THROUGH@ INTERIOR CONDITION NO OVERCUT. 5. LOCATE STRAP OVER PLWD. SHEAR PANEL & PROVIDE SHIM AN NECESSARY TO AVOID BENDING OF THE STRAP 6. STRAP BENT LENGTH UNDERNEATH BEAM DOES NOT COUNT TOWARDS END LENGTH 13' 13' 18' 18' 38" 48' 38" 48' HOLDOWN DETAIL® BEAM TO POST CONNECTION, SEE DETAIL 7/SD30 FLOOR SHEATHING. SEE DETAIL 5180.20 HOLDOWN DETAIL SEE2/SD30 FLOOR JOIST SEEDETAIL 12/5D30 HOLDOWN DETAIL -. SEE 2/SD30 SOLID BLOCKING SEE DETAIL 12/S0.20 DRAG DETAIL SEE 6/SD30, SEE PLAN FOR DRAG DIRECTION --LOW ROOF . _. ...... ___ UPLIFTED BEAM NON-BEARING WALL, DRAG DETAIL -, SEE 5/SD30 (SEE PLAN FOR DRAG DIRECTION) BEAM PER PLAN SEE DETAILS 31S0.20 & 4/S0.20 ' I ~ DBL TOPPLA"TE w/ STRAP, BUKG NOT SHOWN FOR CLARITY DRAG DETAIL SEE 9/SD30 (SEE PLAN FOR DRAG DIRECTION) FLOOR JOIST OR BEAM PER PLAN BEAM PER PLAN .... __ STAIR TO FLOOR, SEE DETAIL10/SD30 FULL HEIGHT DBL STUD FULL HEIGHT WALL@ OPENING DRAG TOP PLA"TE TO FULL HEIGHT WALL SEE DETAIL 11/SD30 ROOF TO FLOOR SEE DETAIL 13/SD30 ,_ SHEAR TRANSFER DETAIL SEE 3/SD30 BEAM TO WALL SEE DETAIL 4/SD30 TYPICAL FLOOR FRAMING CJ) C RE Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) "'C ·-II) Q) a::: +-' "' C: "' 0 N 0-s... j LL ..c C: );I rd ., cc Q) t'. u 0 c.. 0 ~ ., z • • t w :I: C: 0 ... <( u.. ::c C: "' u z ., a:: u <( 0 I-I-0 V, ~ ~ -..i-0 u ..... a:: z z w i-:-: ii u w 5' V, w D.. V, I-0 a:: w w a:: I ...I z a::: 0 w u ~ ~ a.. 0 a:: <( <( 0 0 REVISIONS NO, DATE DESCRIPTION SHEET NAME: STRUCTURAL DETAILS PROJECT NUMBER: 20268 DESIGNER: K.V. PROIECT MANAGER C.Q. ~~ ..... 01/19/2021 SHEET NUMBER: /. ,, SD3.0 PA2021-087ROOF RAFTER PER PLAN SLOPE PERARCH STEEL BEAM PER PLAN SOLID NAILER W/1/2" 0 STUD BOLTS @ 24" O.C. BOTH SIDES 2xBLK'GW/ 16d's @6" O.C. ROOF SHEATHING SIMPSON HANGER @EA.SIDE ROOF RAFTER TO STEEL BEAM CONN. DETAIL@ 2xSTUDS -----(WHERE OCCURS) FLOOR SHEATHING 2XWALL F.H. BLC~G @46" o.c. BEAM PER PLAN --• (WHERE OCCURS) 13/4"xLVLJOIST ---AT PARALLEL CON□. OR BLK"G AT PERPENDICULAR CON□moN 1/4 ' NOTES SILL NAILING PER SCHED. /--2x TIMBER STRAND OR LVL BM PER PLAN ~ SIMPSON SDS25300 @ 6' O.C. TO BM. JOISTS HANGER PLAN (PERPENDICULAR CCNDITION) (3) 16d's@EA. DECK/ROOF BLK"G SHEATHING FH BLCK"G @48"0.C. (AT PARALLEL CONDITION) -JOISTS PER PLAN (PERPENDICULAR CONDITION) -------JOISTS PER PLAN CONNECTION DETAIL@ COLUMN PER PLAN ► 114 "W" STEEL BEAM PER PLAN WEB STIFFENER E/S OF WEB. THICKNESS TO MATCH BEAM WEB CONNECTION DETAIL® 1-WHERE SHEAR WALL END POST AND STRAP ABOVE EXIST, IGNORE TABLE SCHEDULE AND USE UPPER FLOOR STRAP AND EXTEND BEYOND THE BOTTOM OF HOR. STRAP END LENGTH TO BE MEASURED FROM BOTTOM OF HOR. SHl'G STRAP & END POST 11li·1 ABOVE, WHERE OCCURS ----11 . -DBL TOP PLATES (NOTE1) ---HJ SIMPSONA35EASIDE / /-2xCRIPPLEWALL -, __________ _j J TODBLTOPPLATE ._ __ 2x STUD WALL MIN (3) 16d~ 2x KING STUD ----,--W/16d's@ 6" 0/C (USE 2-2x KING STUD \ ; IF OPENING IS LARGER / THAN 6 FT.) SHEAR PANEL -PER PLAN ~ / ,,-----2XP.T. SILL PLATE ', \ HDRPER PLAN SHEAR PANEL TYPE 1 (U.N.O.) ABOVE HDR ·-SIMPSON STRAP EACH SIDE OF POST PER TABLE (NOTE 1) -~ TRIMMER PER PLAN .--HOLDOWN PER PLAN STRAP CAPACI EA.SIDE A (1) CS16 3400# B (1) CS14 4980# C (1)CMSTC16 9170# D (2) CS14 9960# E (2) CMSTC16 18340# END LENGTH 18" 24" 30" 24" 30" CONNECTION DETAIL@ SOLID NAILER W/112" DIA. STUD BOLTS@24"0.C. ST22 AT46" O.C. ROOF RAITTR PER PLAN 2x BLOCKING __ _;' WIE.N. f.t;, E.N. ' SOLID NAILER W/1/2' DIA. SlUD -' BOLTS @ 24" O.C .• TYP. BOTH SIDES 1l'l' TEMPERED GLASS AND-:---ALUMINUM "U' CHANNEL ' ATTACHED TO STEEL BASE SHOE PER MANUFACTURE STEEL BASE SHOE PER MANUFACTURE WELDED TO STEEL BEAM BELOW STEEL BM PER PLAN STLBM PER PLAN ', PLYWOOD SHEATHING "-ROOF RAFTER PER PLAN APPROVED HANGER, USE SLOPE HANGERS WHEN SPAN OF RAFTERS EXCEED 10'-0" OTHERWISE USE MIN. (5) 16dTOE NAILS @ EACH RAFTER TO BM CONNECTION DETAIL® DECK FINISH BY OTHERS TYP ,, ---,, -DECK JOIST PER PLAN TYP/ 114• STEEL BASE SHOE PER --MANUFACTER CONT. STEEL HANDRAIL -F= 200# 112" TEMPERED GLASS AND-, ALUMINUM "U' CHANNEL ATTACHED TO STEEL BASE SHOE PER MANUFACTURE STEEL BASE SHOE PER -, MANUFACTURE WELDED TO/ STEEL ANGLE Af3 SHOW 114" TY~/ 1/4" / L5"x5"x5/16' STEEL ANGLE X4' LONG @16' O.C. (4)-1/4" LAG SCREW'S---f-L-----,'--' W/ MIN. 3" EMBEDMENT NOTE: WOOD BEAM-" PER PLAN GLASS GUARDRAIL PER ICC REPORT ESR-3269 • II i.: ,! ..-----. ----. . . I, 4"LONG f , ~ .. C . --' I, /1-L5X5X5/16" STL ANGLE x4" LONG@16" O.C. {4)-1/4" LAG SCREWS W/ MIN. 3" EMBED . WOOD BEAM PER PLAN DRAIN BLOCKS BY OTHERS 1/2' LAG SCREWS ,-DECK FINISH W/ MIN. 7" EMBEDMENT •• ••• BY OTHERS @18" O.C. ·-. -RIPPED TO SLOPE @DECK FOR DRAINAGE ---SIMPSON DTT2Z @48" O.C. WI 112" AB DECK JOIST PER PLAN EXTERIOR GLASS GUARDRAIL® ROOF SHEATHING EXTENDED & EDGE NAILED TO BLOCKING. FULL HEIGHT BLOCKING SIMPSON A35 PER SHEAR WALL SCHEDULE SIMPSON H2.5 @46" 0/C (U.N.O.) DBL TOP PLATE OR BM. PER PLAN ALT. SHEAR PANEL LOCATION E.N. ROOF RAFTERS E.N. PER PLAN. SHEAR PANEL PER PLAN. SHEAR TRANSFER DETAIL® 1/4 WOOD BEAM PER PLAN SIMPSON ECCO / (MIN. 3 GAUGE) . SIMPSON --ST6236 STRAP (U.N.O.) 114 114 1/4 0 0 WEB STIFFENER EIS OF WEB. THICKNESS TO MATCH BEAM WEB 1/4 l COLUMN PER PLAN "W" STEEL BEAM PER PLAN CONNECTION DETAIL@ BEAM OR JOIST PER PLAN SIMPSON HANGER (U.N.0.) CONNECTION DETAIL @ ~ LINE OF ~ __ T_O_P_P_LA-TE--~ J ----;:======:,,, l ,:uf~1~ STEEL PLATE PLAN VIEW STEEL BEAM PER LAN 3X NAILERX BM. WIDTH W/5/8"0 BOLTS @ 24" 0.C.COUNTERSINK AS NEEDED. NO OVER CUT FLOOR SHEATHING ROOF FRAMING MEMBERS CS16 STRAP -(WRAP AROUND SUPPORTED BEAM) BEAM PER PLAN GIRDER PER--PLAN , ', ' 2-314" 0 A 325 BOLTS 18" CANTILEVER BEAM PER PLAN \li=i==i==i=:J:=----1/4" G~P, MAX 1.5" 'l CONNECTION DETAIL ® TYP, 318" THK CONNECTION PLATE .-W10 BEAM PER PLAN COPED PER DETAIL 12 (AS REQUIRED) NOTE: MAX. CONNECTION CAPACITY e 35 KIPS (FACTORED) A: WB & W10 TO GIRDER GIRDERPER-PLAN 3-3/4" 0 A 325 BOLTS NOTE: MAX. CONNECTION CAPACITY e 53 KIPS (FACTORED) 1/4" GAP, MAX 1/4 / / TYP. 318" THK CONNECTION PLATE ~ W14 BEAM PER PLAN COPED PER DETAIL 12 (AS REQUIRED) B: W12 OR DEEPER TO GIRDER 2X4B~G w/ 16d's@ 4" o.c. TYP. SHEATHING-. DECK JOIST PER PLAN SOLID NAILER W/112" 0 STUD BOLTS @ 24" O.C. BOTH SIDES CONNECTION DETAIL 0 -11-'r--I/ II II E.N~~ " I I I "-'----STEEL BEAM HANGER PER PLAN TYP. TYP. SHEATHING MIN. 2x6 BLJ<. w/ 16d's@ 4" o.c. FLOOR SYSTEM PER PLAN CONNECTION DETAIL© 114 I 318" STIFFENER PLATE EIS -····· _ .. -318" THICKSTEEL ----PLATE WITH (2) 5/8" 0 THRU BOLTS. POST PER PLAN -/ .. 114 I 114 114 r 114 318" THICK STEEL ---PLATE WITH (2) 5/8" 0THRU BOLTS, ,-._ j 3" CL . 1?"" ·-" ,.J/ l e .. U) ~t I _L_ T e I l I ~ j e I T ., U) N I STEEL W BEAM PER PLAN STEEL BEAM PER PLAN 318" STIFFENER PLATE EIS WOOD POST~ PER PLAN 4 CONNECTION DETAIL© DBL TOP PLATES (2) 1" DIAM. BOLTS-., ', 2" 4' ', 4"x1WTHK STL PLATE -1,-4--+[~;~?i 7" . . . ! STIFFENERS STEEL BEAM PER PLAN COLUMN PER PLAN DRAG DETAIL r;;'\ -------0 1/'1/ I BEAM PER PLAN~ SIMPSON ECCO (MIN. 3 GAUGE) 1/4" THK STl PLATE-' CONDITION 1 (1/4 114 STL BEAM PERPLAN -3/6" THK STIFFENER BEAM PER PLAN_j STl BEAM PER PLAN \_ 3/8' THK STIFFENER SIMPSON ECCO 1-114" THK STl PLATE (MIN. 3 GAUGE) CONDITION 2 CONNECTION DETAIL ® BL.TOPPLATEORBEAM 1-----------------------------------+-------------------------------------, POST OR SOLID BLOCKING. SAME WIDTH AS STEEL BEAM, CONNECTW/(1) A35 EACH SIDE TO TOP PLATE. 1/4 U\'l EIS EL 318" STIFFENER PLATE 3"X 14"X 318" THICK STE PLATE WITH (2) 5/8" 0TH BOLTS. SLOTHOLES 1 RU 112" DBL TOP PLATE OR BEAM ~ • -. c.J. f\. _..__..__.._u.-_-_-~>w:: -. I ---3"X 14"X 318" THICK STEEL PLATE WITH (2) 518" 0 THRU BOLTS. SLOTHOLES 1 112' 318" THK. STEEL PLATE x BM. DEPTH & WIDTH. STEEL BEAM PER PLAN CONNECTION DETAIL® STUD BOLT SAME SIZE AS HOLDOWNS REQUIREMENTS (ALT. SAME SIZE ALL THREAD THROUGH BOLT WELDED TO STEEL BM.) IF NO CONFLICT WITH DIMENSION STEELBEAM .. ___ --PERPLAN FULL DEPTH BY BEAM WEB_/ THICKNESS x112 BEAM WIDTH STIFFENER PLATE EACH SIDE BEAM, POST ANDHOLDOWN ~--PERPLAN SOLID BLOCKING SAME SIZE AS POST ABOVE 1/4 1112-3 ~--FLOOR SYSTEM PER PLAN STUD BOLT SAME SIZE AS HOLDOWNS REQUIREMENTS (ALT.SAMESIZEALL THREAD THROUGH BOLT WELDED TO STEEL BM.) IF NO CONFLICT WITH DIMENSION SOLID BLOCKING SAME SIZE AS POST ABOVE ==:::!::==il:=:!!i.:======--COUPLE. IF NEEDED 1/4 [> 1112-3 . ·-. STEEL BEAM PER PLAN cc.,; -----114" UP TO HD8. 3/8" FOR OTHER HD's. ---FULL DEPTH BY BEAM WEB THICKNESS x1/2 BEAM WIDTH STIFFENER PLATE EACH SIDE HOLDOWN TO STEEL BEAM® 1/4 1/4 1112@3 WEB STIFFENER EIS OF WEB, THICKNESS TO MATCH BEAM WEB 114 114 11/2@3 114 I COLUMN PER PLAN "W' STEEL BEAM PER PLAN 1/2" THICK STEEL PLATE w/(4) 5/8"0 A3O7 THRU BOLTS (2) EIS OF WEB. SIZE PLATE TO MEET DIMENSIONS ---TYPICAL 11211111 STUD BOLTS @24110.c. AS NEEDED FORATTACHMENT TO WOOD MEMBERS -----------' .------, Lbrl 114 I 11/2 @3 "W" STEEL BEAM PER PLAN WEB STIFFENER EIS OF WEB. THICKNESS TO MATCH BEAM WEB -11/2" 112' THICK STEEL PLATE w/(4) 5/8", A307 THRU BOLTS. (2)E/S OF WEB. SIZE PLATE TO MEET DIMENSIONS COLUMN PER PLAN --TYP. CONNECTION DETAILCD C RE Core Structure, Inc. 231 72 Plaza Pointe Dr. Suite #145 Laguna Hills, CA 92653 Phone: 949-954-7244 info@corestructure.com Q) u C: Q) ""C ·-II) Q) a::: +-' "' C: "' 0 N 0-s... j LL ..c: C: );I rd ., cc Q) t'. u 0 c.. 0 ~ ., z • • t w :I: C: 0 '-<( u.. ::c C: "' u z (IJ a:: u <( 0 I-I-0 V, ~ ~ -..i-0 u ..... a:: z z w i-:-: ii u w 5' V, w D.. V, I-0 a:: w w a:: I ...I z a::: 0 w u ~ ~ a.. 0 a:: <( <( 0 0 REVISIONS NO. DATE DESCRIPTION SHEET NAME: STRUCTURAL DETAILS PROJECT NUMBER: 20268 DESIGNER: PROIECT MANAGER C.Q. K.V. ~~""-01/19/2021 SHEET NUMBER: ,, SD4.0 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 AAB B7 EQSPA5 EQSPA4 EQSPA3 EQSPA4 EQSPAA B B AAAAABBBBAAAAA AAB BBBBBA2 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 ONLYPA2021-087BACK TO BACK REINFORCED ANCHORAGE (BB-RA) I ----i ,,__ r-------------, / / I • I • • I • I +-~------+---------< ,I,--1< 135° BEND I I I • • • • 1 f=ffl~ l 1 f:f I I f=l HFX-9x HFX-12x HFX-15x 1U111l!f HFX-18x HFX-21x BB-RA SHEAR TIES & STIRRUPS 4" { { /® / ® @ -II -] -Ill -] -ill L l 3 J A = 2-1 /2" o.c. B = 1-1/4" ea Side of HD r=r1111111n ' r HFX-24x @ CURB (12" MIN WIDTH) EXTERIOR SLAB INTERIOR SLAB ----------1--I -------1-1-r---------1 I I I I I I I I I I I I I I I I I I I I I ________ _ L_L __ ~_J_l __ ~_]_l ____ L_L _______ _ REINFORCED ANCHORAGE (RA) f /---' /---'·== ,f-,I' I • +-135° BEND I / .. -.. " i _[C< ', • I ( > 2 _, -_, I I i I ffi=fil I 1 l1R11 i1ffi11ffi11 A= 3" o.c. B = 1-1/2" ea Side of HD HFX-9x HFX-12x HFX-15x r1m11m1r r1m111m1r l1ffi1tl1ffi1i HFX-18x HFX-21x RA SHEAR TIES & STIRRUPS @ HFX-24x -= CURB (6" MIN) WIDTH EXTERIOR SLAB INTERIOR SLAB ~ -----e-, ~ ---~-----, . " .. -~ ~r.7-u---r---------1-u-1-r _______ _ © I I D C I I it__&\ I ~ I I "irlt-H-HH-, I I -~~L __ ~_] ___ J_]_l ___ _L_J_ _______ _ _ ________ L_L __ ~_J_A __ J_]_A ____ L_L _______ _ -I ¥-----Tf I 0111 II ~ CURB@ OUTSIDE CORNER CONTINUOUS FOOTING ~ RA SECTIONS & ELEVATIONS ~ UNREINFORCED ANCHORAGE (UA) I • • I ,-_, ~ --+ I 1 I EDGE VIEW I SHEAR TIES I NOT REQUIRED WHEN I Model B / @ / @ / CURB (6" MIN) WIDTH Length End Distance Edge Distance ~ ~ LIA SHEAR TIES EXTERIOR SLAB 1 INTERIOR SLAB -[ ·TT Ill Ill Ill , (DI , , (DI , , , , } STEM WALL @ OUTSIDE CORNER CURB @ OUTSIDE CORNER f.to\ LIA SECTIONS & ELEVATIONS (!_§; ® @ ®1 o I ~ TOP OF CONCRETE Model Width ® @ HFX ANCHOR CENTERLINES ® IMPORTANT! 1. ANCHORAGE IS DESIGNED FOR TENSION AND SHEAR TRANSFER ONLY, FOUNDATION DESIGN PER EOR. 2. REINFORCEMENT SHOWN IS THE MINIMUM REQUIREMENT AND IS NOT INTENDED TO REPLACE REINFORCEMENT DESIGNED BY THE EOR. 3. FOR RA AND BB-RA INSTALLATIONS, THE HFXBB BOLT BRACE MAY BE PLACED ON TOP OF THE STIRRUPS WITH DOUBLE-NUTS INSTALLED AT EMBED END OF STANDARD GRADE ANCHOR RODS. (NOTE: /" x 3" x 3" MIN. HFPW PLATE WASHERS ARE REQUIRED TO BE DOUBLE-NUTTED AT EMBED END OF HIGH STRENGTH ANCHOR RODS.) 4. HIGH STRENGTH ALL-THREAD RODS PROVIDED BY HARDY FRAMES ARE STAMPED ON BOTH ENDS. (HF\ ~ □ □ □ □ □ CJ) _J w z <( a.. >< LL I I CJ) _J -~ w 0 w (!) ~ 0 I (_) z <( C0! RE! Milek· 1-1-2020 IMPORTANT NOTES @ 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 ONLYPA2021-0870 0 ® 0 0 . ,._· d. . . -. . ,4, ' A . '.' __ ,. -n. .· BACK TO BACK INSTALLATION @ 0 . . . . . . . 0 FILLER GREATER THAN 1-1/2 IN. 0 RAISED FLOOR HEAD-OUT 0 ® ® 0 STEEL BEAM ABOVE THRU-BOL T @ -----'-------.J__Jo\\,------------1-----'-0 @ TOP PLATE CONNECTIONS ® 0 INSTALLATION ON CONCRETE (j) 0 INSTALLATION ON 2x PLATE (1j) INSTALLATION ON NUTS & WASHERS @ NOTE: SECTION B l><I SECTION A 6x HEADER ABOVE-SECTIONS G) NOTE: 4" TOP CONNECTION TO HEADER 0 0 INSTALLATION ON CURB ® HFX PANELS 78 IN. THROUGH NOMINAL 13 FEET Ii==±==~ C0! REI BALLOON PANELS 14 FEET THROUGH 20 FEET 9" PANEL NOTES: Io :-:-: o I 12" PANEL 0 0 0 0 0 I o:-:-:-:-:o I 15" PANEL _.,--+--~ @ □ □ □ □ □ Cf) .....J w z <( a.. >< LL I I Cf) .....J -<( I-w 0 (!) z -~ <( 0::: LL 0 UJ Cl') 0:: I-=,U o=> UJ 0 0:: 0 I-0:: 0 a.. z Cl') 0 z <( >-0:: ~ UJ 0:: ~ a.. UJ 0 I-0:: -a.. :=a: I-:r: 0 I-ZS Cl') _J -<( I- I-UJ I-UJ -:r: :=a: Cl') a:i _J => -Cl') ~z UJ <( 0~ ~ 0:: :r: 0 I-LL Milek· DATE: 1-1-2020 @HFX2