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HomeMy WebLinkAboutPA2021-130_20220203_Final PlansBRANDON ARCHITECTS DATE T-1.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCETITLE SHEET 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 7 1 SHEET LIST5SITE INFORMATION 4 AGENCIES & SERVICES 3625 OCEAN BLVD., CORONA DEL MAR CA 92625 BEARD RESIDENCE 9 DEFERRED SUBMITTALS 8 SPECIAL INSPECTIONS 2 PROJECT DIRECTORY 3 CODE INFORMATION 6 SHORING & EXCAVATION PROJECT STATISTICS VICINITY MAP 11 PROJECT DESCRIPTION 10 BRANDON ARCHITECTS, INC.CODES NBMC (NEWPORT BEACH MUNICIPAL CODE) CODES: 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC CAL GREEN, AND 2019 CAL. ENERGY CODE OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3/U OCCUPANCY SEPARATION (GARAGE) 1-HR FLOOR & FLOOR-CEILING N/A TYPE OF CONSTRUCTION VB - SPRK'R FIRE SPRINKLER YES, NFPA 13R HEIGHT 3 LEVELS FLOOR AREA REF.9/T-1.0 ALLOWABLE BLDG. AREA (PER CBC TBL.503) N/A 1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD 2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS 1. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 2. CONTRACTOR SHALL USE THE CITY STANDARD FORM ‘30-DAY NOTICE OF INTENT TO EXCAVATE’ TO NOTIFY ADJACENT PROPERTY OWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT: HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395 DIG ALERT: 1.800.227.2600 SOUTHERN CALIFORNIA EDISON: 1.714.895.0246 SOUTHERN CALIFORNIA GAS: 1.800.427.2000 CITY WATER & SEWER: 1.949.644.3011 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 1.949.644.3200 ZONING INFORMATION: 1.949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL: 1.949.644.3275PERMITS: 1.949.644.3288INSPECTIONS: 1.949.644.3255 NEWPORT BEACH FIRE DEPARTMENT: 1.949.644.3106 ORANGE COUNTY HEALTH SERVICES: 1.714.834.3882 LEGAL DESCRIPTION APN: 052 150 09PORTION OF BLOCK A, TRACT NO. 186, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIAM.M. 3/40-41 LOT INFORMATION ZONED: R-1 (B_BLUFF DEVELOPMENT - OCEAN BLVD./BREAKERS DR.)SITE AREA: 8,039 S.F.BUILDABLE AREA: 5,921 S.F. TOTAL ALLOWABLE AREA: 5,921 S.F. + 200 = 6,121 S.F. OPEN VOLUME AREA REQUIRED: 888 S.F. EXISTING BUILDING INFORMATION EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED ZONING INFORMATION MAX. BLDG. HT.: 3' ABV. MEAN TOP OF CURB FRONT SETBACK: 10 FT. REAR SETBACK: 10 FT. LEFT SETBACK: 4 FT. RIGHT SETBACK: 4 FT. THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA ALONG OCEAN BLVD. WITHIN THE BLUFF OVERLOOKING THE OCEAN AND HARBOR ENTRANCE. THE LOT IS APPROXIMATELY 68’ WIDE BY APPX. 125.68’ DEEP, IT IS ZONED R-1 (SINGLE-UNIT RESIDENTIAL) WITHIN THE “BLUFF DEVELOPMENT” OVERLAY ZONE AND IS APPROXIMATELY 6,334 S.F. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE. CLIENT PROPOSES TO DEMOLISH EXISTING IMPROVEMENTS AND BUILD A NEW 3-STORY SINGLE FAMILY RESIDENCE OF APPX. 5,413 S.F. WITH A TWO-CAR GARAGE OF APPX. 522 S.F. THE PROGRAM MAY INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING: LARGE EAT-IN KITCHEN W/. ISLAND & PANTRY, GREAT ROOM WITH A FIREPLACE, DINING AREA (OPEN AREA), POWDER ROOM, ELEVATOR, MASTER SUITE WITH FIREPLACE, MASTER BATH, WALK-IN CLOSET, 2 SECONDARY BEDROOMS WITH ATTACHED BATHS & CLOSETS, LAUNDRY ROOM, OFFICE WITH ATTACHED BATH, SECONDARY OFFICE, BONUS/MEDIA ROOM W/. BAR/WINE STORAGE, AND STORAGE/MECH. SPACE. THERE WILL BE A DECK SPACE ALONG THE REAR OF THE HOME IN AN EFFORT TO CAPTURE OCEAN VIEWS AND MAXIMIZE INDOOR/OUTDOOR LIVING SPACE. EXTERIOR AMENITIES MAY INCLUDE A FIRE FEATURE, BBQ AREA, JACUZZI, FRONT PATIO, AND COMFORTABLE OUTDOOR COVERED LOUNGE AREA (DECK). PARKING WILL BE PROVIDED WITH A TWO-CAR GARAGE WITH ACCESS FROM OCEAN BLVD. THE PROJECT WILL BE OF A ‘CONTEMPORARY’ DESIGN FEATURING AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’ LIVING PLAN WITH LOTS OF GLAZING TO MAXIMIZE OCEAN VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS, DECKS, AND ROOF DECK. THE EXTERIOR MATERIALS WILL BE OF A RICHQUALITY AND HIGH DURABILITY; TO BE CONSISTING PRIMARILY OF SMOOTH COAT STUCCO SIDING, NATURAL BRICK/STONE VENEER,SHINGLE AND/OR STANDING SEEM METAL ROOFING, EXPANSIVE METAL DOORS AND WINDOWS, AND THE USE OF WOOD/COMPOSITE DECORATIVE ACCENTS. TRUE NORTH PROJECT NORTH 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. G.C. TO SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50DBA (55DBA WITH TIMER, 65DBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 4. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S REVIEW PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 5. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT BY G.C. VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNEDRETURN RECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OF PERMIT ISSUANCE. DEMOLITION MAYCOMMENCE 30 DAYS AFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120. 6. PV SOLAR SYSTEM (MIN. 3KWDC) + 5 KWH BATTERY SYSTEM PER T-24 7. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROME EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S)." NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: BRANDON ARCHITECTS, INC. IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) OWNER RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625P: 949.400.9321 CIVIL ENGINEER FORKERT ENGINEERING & SURVEYING, INC. THOMAS M. RUIZ 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 LANDSCAPE DESIGNER DAVID A. PEDERSEN CA CERTIFICATION NO. 3895 20271 ACACIA ST. SUITE 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 ARCHITECT BRANDON ARCHITECTS, INC. CHRISTOPHER BRANDON, AIA PRINCIPAL 151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626P:714.754.4040 WWW.BRANDONARCHITECTS.COM STRUCTURAL ENGINEERTBD INTERIOR DESIGNER BLACKBAND DESIGN WENDY BLACKBAND 3198 AIRPORT LOOP DRIVE #E COSTA MESA, CA 92626 P: 949.872.2234 F: 949.872.2747 ENERGY CONSULTANT TBD GENERAL CONTRACTOR PATTERSON CUSTOM HOMES ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150NEWPORT BEACH, CA 92660P: 949.723.1800 SURVEYOR APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 GEOTECHNICAL ENGINEER COAST GEOTECHNICAL, INC. MING-TARNG CHEN 1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 P: 714.870.1211 W.O. #557118-01 . . . TITLE/GENERAL NOTES SURVEY GRADING/CIVIL DRAWINGS LANDSCAPE ARCHITECTURAL SITE PLANS 3D VIEWS PLANS ROOF PLAN EXTERIOR ELEVATIONS ARCHITECTURAL SECTIONS ARCHITECTURAL EXHIBITS T-1.0 T-1.1 T-1.3 SUR C2 C4 SRP L-1 L-2 L-3 L-4 L-5 L-6 L-7 L-8 L-9 A-0.1 A-0.2 A-1.0 A-2.0 A-2.1 A-2.2 A-2.3 A-2.4 A-2.5 A-2.6 A-2.7 A-3.0 A-4.0 A-4.1 A-5.0 EX-1 EX-2 TITLE SHEET ARCHITECTURAL GENERAL NOTES CALGREEN STANDARDS CODE (JAN. 2020, AUG. 2019 SUPP'L.) TOPOGRAPHIC SURVEY PRECISE GRADING PLAN EROSION CONTROL PLAN SEWER REPLACEMENT PLAN COVER SHEET CONSTRUCTION PLAN CONSTRUCTION DETAILS LIGHTING PLAN IRRIGATION PLAN IRRIGATION DETAILS IRRIGATION DETAILS PLANTING PLAN IRRIGATION AND PLANTING SPECIFICATIONS ARCHITECTURAL SITE PLAN GRADE PLANE EXHIBIT 3D VIEWS LOWER LEVEL FLOOR PLAN MAIN LEVEL FLOOR PLAN UPPER LEVEL FLOOR PLAN GARAGE LEVEL FLOOR PLAN LOWER LEVEL DIMENSION PLAN MAIN LEVEL DIMENSION PLAN UPPER LEVEL DIMENSION PLAN GARAGE LEVEL DIMENSION PLAN ROOF PLAN EXTERIOR ELEVATIONS EXTERIOR ELEVATIONS ARCHITECTURAL SECTIONS ROOF PLAN EXHIBIT ROOF PLAN EXHIBIT (CONT'D.) & DRIVEWAY SLOPE EXHIBIT BUILDING AREA LIVING GARAGE GARAGE LEVEL LOWER LEVEL MAIN LEVEL UPPER LEVEL 2-CAR GARAGE 105 2,063 2,160 1,085 5,413 sq ft 522 522 sq ft 5,935 sq ft BRANDON ARCHITECTS DATE T-1.1 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEARCHITECTURAL GENERAL NOTES 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. & AND . ANGLE @ AT C.L. CENTERLINE DIAMETER, ROUND . PERPENDICULAR # POUND OR NUMBER A.B. ANCHOR BOLT ABV. ABOVE A/C. AIR CONDITIONINGA.C. ASPHALT CONCRETEACOUS ACOUSTICALA.D. AREA DRAIN ADH. ADHESIVE ADJ. ADJUSTABLE, ADJACENT AL. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED A.P. ACCESS PANEL APPX. APPROXIMATE APPV'D. APPROVED ARCH. ARCHITECTURAL,ARCHITECT ASB. ASBESTOS ASSY. ASSEMBLY AUTO. AUTOMATIC B. BATHROOM BD. BOARDBEL. BELOWBET. BETWEEN BIT. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLK'G. BLOCKING BM. BEAM B.O. BY OWNER, BY OTHERS BOT. BOTTOM BR. BEDROOM B.W. BACK OF WALL, BOTTOM OF WALL CAB. CABINET C.B. CATCH BASIN C.B.C. CALIFORNIA BUILDING CODE C.R.C. CALIFORNIA RESIDENTIAL CODE CEM. CEMENT C.G. CORNER GUARDCHAN. CHANNEL CHG. CHANGE C.I. CAST IRON C.J. CONTROL / CONSTRUCT./CEILING JOINT CLG. CEILING CLKG. CAULKING CLR. CLEAR, CLEARANCE CNTR. COUNTER CONC. CONCRETE COND. CONDITION CONST. CONSTRUCT, CONSTRUCTION CORR. CORRIDOR, CORROSIVE CTSK. COUNTER SINK, COUNTERSUNK CTR. CENTER DBL. DOUBLE DECO. DECORATIVEDEPT. DEPARTMENTDET. DETAIL D.F. DRINKING FOUNTAIN, DOUGLAS FIR DIA. DIAMETER DIAG. DIAGONAL DIM. DIMENSION DN. DOWN DR. DOOR D.S. DOWNSPOUT D.S.P. DRY STANDPIPE DWG. DRAWING(S) E. EXISTING, EAST, ENTRY, EACH E.J. EXPANSION JOINT ELEC. ELECTRIC, ELECTRICAL ELEV. ELEVATOR EMER. EMERGENCY ENCL. ENCLOSED, ENCLOSUREE.P. ELECTRICAL PANEL, END POINTEQ. EQUAL EQV. EQUIVALENT EQUIP. EQUIPMENT E.W. EACH WAY EXH. EXHAUST EXPO. EXPOSED EXT. EXTERIOR E.G. EXISTING GRADE F. FIXED F.A. FIRE ALARM FAC. FACTORY F.C.O. FLOOR CLEAN OUT F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINETF.G. FINISH GRADE FIX./FIXT. FIXTURE F.J. FLOOR JOIST F.L. FLOW LINE FLASH. FLASHING FLR. FLOOR FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE/CURB F.O.F. FACE OF FINISH F.O.S. FACE OF STUD / STRUCTURE / SHEATHING F.O.M. FACE OF MASONRY FP. FIREPLACE F.S. FLOOR SINK, FINISH SURFACE FT. FOOT, FEET FTG. FOOTING FURR. FURRING FUT. FUTURE F.V. FIELD VERIFY GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR, GRADE BEAM G.C. GENERAL CONTRACTOR GEN. GENERAL G.F.I. GROUND FAULT INTERRUPT G.I. GALVANIZED IRON G.L.B. GLU-LAM BEAM GND. GROUND GR. GRADE GYP. GYPSUM G.P. GRADE PLANE H./HT. HIGH, HEIGHT H.B. HOSE BIBBH.C. HOLLOW CORE HD. HARD, HEAD HDR. HEADER HDWD. HARDWOOD HDWR. HARDWARE H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HVAC HEATING VENTILATING AIR CONDITIONING I.D. INTERIOR DESIGNER, INSIDE DIAMETER/DIMENSION IN. INCH INSUL. INSULATION INT. INTERIOR INV. INVERT/INVERTED JAN. JANITOR JT. JOINTJST. JOIST KIT. KITCHEN L. LOW, LINEN L.A. LANDSCAPED AREA LAB. LABORATORY LAM. LAMINATED LAV. LAVATORY LBS. POUNDS LFA. LOAD FROM ABOVE L.H. LEFT HAND LKR. LOCKER LT. LIGHT LUM. LUMINOUS, LUMENS MAINT. MAINTENANCE MAS. MASONRYMAT. MATERIAL MAX. MAXIMUM M.B. METAL BOLT M.C. MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MET./MTL. METAL MFGR. MANUFACTURER M.H. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MT. MOUNTED MUL. MULLION N. NEW, NORTH NAT. NATURALN.I.C. NOT IN CONTRACT, CONTACT N.G. NATURAL GRADE NO. NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O/. OVER O.A. OVERALL OBS. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER, DIMENSION O.F.D. OVERFLOW DRAIN OFF. OFFICE OPNG. OPENING OPP. OPPOSITE PERIM. PERIMETER PL. PROPERTY LINE, PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PLUMB. PLUMBING PLYWD. PLYWOOD PNT. PAINT(ED) P.O.C. POINT OF CONTACT, CONNECTION PR. PAIR PROJ. PROJECTION PSL. PARALLEL STRAND LAMINATE PT. POINT R.A. RETURN AIR RAD. RADIUS R.D. ROOF DRAIN R.D.L. ROOF DRAIN LEADERRECPT. RECEPTACLE RECT. RECTANGLE, RECTANGULARREF. REFERENCE REFR./R. REFRIGERATOR REG. REGULAR, REGISTER REINF. REINFORCE(D), REINFORCEMENT REQ'D. REQUIRED RESIL. RESILIENT RET. RETAIN(ING), RETURN RM. ROOM R.O. ROUGH OPENING R.R. ROOF RAFTER RWD. REDWOOD S. SOUTH S.A. SUPPLY AIR S.C. SOLID CORE S.C.D. SEAT COVER DISPENSERSCHED. SCHEDULE S.D. SUBDRAIN, SOAP DISPENSER SEC. SECTION SEL. SELECT(ED) SH. SHELF SHT. SHEET SHT'G. SHEATHING SIM. SIMILAR SIMP. SIMPSON S.J. SOFFIT JOIST S.S. STAINLESS STEEL S.SK. SERVICE SINK STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURE, STRUCTURAL SUSP. SUSPEND(ED)SYM. SYMMETRICAL SYS. SYSTEM T. TREAD, TRASH T.C. TOP OF CURB T.CL. TIME CLOCK TEL. TELEPHONE TEMP. TEMPERED TER. TERRAZZO T & G TONGUE & GROOVE THK. THICK, THICKNESS T.P. TOP OF PAVING T.PL. TOP OF PLATE T.O.S. TOP OF STRUCTURE, SHEATHING, SLAB TRANS. TRANSFORMER T.S. TOP OF STEP T.W. TOP OF WALLTYP. TYPICAL U. UNDER U.B.C. UNIFORMBUILDING CODE U.G. UNDERGROUND U.L. UNDERWRITER'S LABORATORY UNF. UNFINISHED U.N.O. UNLESS NOTED OTHERWISE UR. URINAL V./VERT. VERTICAL VENT. VENTILATION, VENTILATING VER. VERIFY V.T.R. VENT THROUGH ROOF W. WEST, WIDTH, WASHER W/. WITH WD. WOOD W.H. WATER HEATERW.C. WATER CLOSET W.I. WROUGHT IRON WP. WATERPROOF(ING) W.W.M. WELDED WIRE MESH DEFINITIONS: (AS USED IN THESE SPECIFICATIONS) OWNER SHALL MEAN: RON & MARSHA BEARD ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., RYAN McDANIEL, AIA CONTRACTOR SHALL MEAN: LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACT 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. ARCHITECTURAL GENERAL NOTES:1. CODES/GENERAL PROVISIONS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THERESPONSIBILITY 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 THESECODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1.0) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: - THE CALIFORNIA BUILDING CODES, 2019 EDITIONS, AND ALL APPLICABLE RELATED SPECIALTY CODES. - THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). - THE CITY OF NEWPORT BEACH MUNICIPAL CODE INCLUDING ANY WORK TIME RESTRICTION AND ANY AMENDMENT TO CALIFRONIA BUILDING CODES. - THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. 2. 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 EXCEPT THE GENERAL BUILDING PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. 3. CONTRACTOR'S SURVEY: CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. 4. 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 WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL 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 THE CONTRACT AS FAR AS SUCHTERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. 5. CLEAN-UP: ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. 6. TESTS AND PERMITS: CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. 7. 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, OR CAUSE 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 OF THE 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 WHICH MAY 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. 8. WAIVER OF LIENS: CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. 9. ROLL OF ARCHITECT DURING CONSTRUCTION: 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/HER 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 OROMISSIONS, 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 OFTHE 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. 10. A.I.A. GENERAL CONDITIONS: THE CURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF THESE DOCUMENTS 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 CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR. 11. 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 OF THE OWNER AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL. 12. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT 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 SELECT THE 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 IN WRITING 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 MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. 13. INSURANCE: CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROAD FORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS UNDER THE POLICY WITHWAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OFSUBROGATION. 14. 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 DESCRIBED SHALL 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/OR DESCRIBED 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 TO NOTIFY 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 DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. IN USING THESE PLAN 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 APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE 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 THEY ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALLCONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILSTO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION ORCONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (E.G. SCHEMATIC ELECTRICAL PLANS). 15. 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 SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE 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 OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE. 16. 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. 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. CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY 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 CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OFADHERENCE 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 APPROVALBEFORE 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. 17. ERRORS AND OMISSIONS: ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. 18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. 19. 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 AND PERMANENT 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 SUBCONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS. 20. 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 AND REMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES ASREQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. 21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. 23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS 25. 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, AND 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. (SEE CALGREEN NOTES FOR ADDITIONAL REQUIREMENTS OF OPERATION & MAINTENANCE MANUAL) 26. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HANDWRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 27. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENT REQUIREMENT. 28. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. 29. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. 30. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TOEQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. 31. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. 32. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. 33. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY INSUFFICIENT PROTECTION. 34. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. 35. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO PROCEED; SIGNED BY THE ARCHITECT & OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. 36. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION IS REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY INTEGRITY. SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKINGSHALL BE CONSTRUCTED TO SUPPORT THE IMPOSED LOAD. 37. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS AND REQUIRED BY CODE. 38. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. 39. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS. 40. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES, OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. 41. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, MILLWORK, LIGHT FIXTURES, GLASS, ETC. AND UNCOVER AND VACUUM OUT ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. WATERPROOFING AND DAMPPROOFING NOTES: R406.1 CONCRETE AND MASONRY FOUNDATION DAMPPROOFING EXCEPT WHERE REQUIRED BY SECTION R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. THE PARGING SHALL BE DAMPPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. BITUMINOUS COATING. 2. THREE POUNDS PER SQUARE YARD (1.63 KG/M2) OF ACRYLIC MODIFIED CEMENT. 3. ONE-EIGHTH-INCH (3.2 MM) COAT OF SURFACE-BONDING CEMENT COMPLYING WITH ASTM C887. 4. ANY MATERIAL PERMITTED FOR WATERPROOFING IN SECTION R406.2. 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY.CONCRETE WALLS SHALL BE DAMPPROOFED BY APPLYING ANY ONE OF THE LISTED DAMPPROOFING MATERIALS OR ANY ONE OF THE WATERPROOFING MATERIALS LISTED IN SECTION R406.2 TO THE EXTERIOR OF THE WALL. R406.2 CONCRETE AND MASONRY FOUNDATION WATERPROOFING IN AREAS WHERE A HIGH WATER TABLE OR OTHER SEVERE SOIL-WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE HIGHER OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BELOW THE TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING: 1. TWO-PLY HOT-MOPPED FELTS. 2. FIFTY-FIVE-POUND (25 KG) ROLL ROOFING. 3. SIX-MIL (0.15 MM) POLYVINYL CHLORIDE. 4. SIX-MIL (0.15 MM) POLYETHYLENE. 5. FORTY-MIL (1 MM) POLYMER-MODIFIED ASPHALT. 6. SIXTY-MIL (1.5 MM) FLEXIBLE POLYMER CEMENT. 7. ONE-EIGHTH-INCH (3 MM) CEMENT-BASED, FIBER-REINFORCED, WATERPROOF COATING. 8. SIXTY-MIL (1.5 MM) SOLVENT-FREE LIQUID-APPLIED SYNTHETIC RUBBER. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. EXCEPTION: ORGANIC-SOLVENT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, KETONES AND ESTERS SHALLNOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FORM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS,LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD-SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200°F (93°C). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP.RECESSED CONDITIONS. DUCTS PENETRATION: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTOTHE GARAGE (R302.5.2) STAIRWAY ILLUMINATION: 1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) ASMEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTSOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7) EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS PROVIDED. 2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY. EXTERIORSTAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8) GARAGE FLOOR:GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILESOR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING:1. ALL FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAX FLOW RATE SET BY CALGREEN (CALIFORNIA GREEN BUILDING STANDARDCODE) AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE AND FITTING 2. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ SHOWERS & TUBS. 3. MAX. TEMP. OF 110° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCE W/. ASSE 1070/ASME A112.1070/CSA B125.70 @ BIDETS. 4. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 5. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 6. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 7. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. MATERIALS & FINISHES: 1. WALLS COVERINGS AND FLOOR OF SHOWERS AND BATHTUBS WITH A SHOWER HEAD SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 72-INCHES ABOVE THE FLOOR. PROVIDE CEMENT BOARD, CEMENT PLASTER BACKING, OR TILE BACKBOARD FOR TILE FINISH. (CRC R307.2) 2. INSTALL MIN. 5/8" TYPE 'X' MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS. FIREPLACES: 1. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) 2. 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) 3. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) 4. 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. 5. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2) 6. SOLID FUEL BURNING FIREPLACES (IF PERMISSIBLE): 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 WITH 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 R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE. 7. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT VENT SEALED-COMBUSTION PER CAL GREEN SECTION 4.503. POOL: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4- INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (CBC 3109 & ISPSC 305) WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. WASHER & DRYER NOTE: AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90-DEGREE ELBOW. (CMC 504.4.2.1) DRYER VENT TERMINATION MUST BE 3-FEET FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS), 10-FEET FROM FORCED AIR INLET, AND 3-FEET FROM PROPERTY LINE (NOT TO DISCHARGE ONTO A PUBLIC WALKWAY). (CMC 502.2.1) IF DRYER LOCATED IN A CLOSET PROVIDE A MIN. 100 SQ.IN. OPENING IN THE CLOSET DOOR. (CMC. 504.4.1) *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ABBREVIATIONS BRANDON ARCHITECTS DATE T-1.3 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCECALGREEN STANDARDS CODE (JAN. 2020, AUG. 2019 SUPP'L.) 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 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 CONDITIONEDAREA, 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 PROVISIONS 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 MIXED OCCUPANCY BUILDINGS, EACH PORTION OF A BUILDING SHALL COMPLY WITH THE SPECIFIC GREEN BUILDING MEASURES APPLICABLE TO EACH SPECIFIC OCCUPANCY. ABBREVIATION DEFINITIONS: HCD DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT BSC CALIFORNIA BUILDING STANDARDS COMMISSION DSA-SS DIVISION OF THE STATE ARCHITECT, STRUCTURAL SAFETYOSHPD OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENTLR LOW RISEHR HIGH RISE AA ADDITIONS AND ALTERATIONS N NEW CHAPTER 4 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 USEDFOR 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 FLOODING 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. WHERE 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 WATER 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.GOV/WATER_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 WHERE THERE IS NO COMMERCIAL POWER SUPPLY. 1.2 WHERE 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 THEHOMEOWNER 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 SUBPANEL 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 (10) 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. 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 11B, 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 11B. 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 PERMITTED PROVIDED THE MINIMUM WIDTH OF THE EV SPACE IS 12 FEET (3658MM). 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 RACEWAY 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 CONSTRUCTION. 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. ** INSERT TABLE HERE ** 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. WHEN 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 11B. DIVISION 4.2 ENERGY EFFICIENCY 4.201 GENERAL 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. 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 PERFORMANCE CRITERIA OF THE U.S. EPA WATERSENSE SPECIFICATION FORTANK-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. SHOWERHEADS 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. WHEN 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 TIME. 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. 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: WHERE 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 CALIFORNIA PLUMBING CODE, AND SHALL MEET THE APPLICABLE STANDARDS REFERENCED IN TABLE 1701.1 OF THE CALIFORNIA PLUMBING CODE. ** INSERT TABLE HERE ** 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 (MWELO), 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://WWW.WATER.CA.GOV/ DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY 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 MORESTRINGENT 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 THE REQUIREMENTS OF THIS SECTION 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 FROMTHE 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.FT. 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 FOOT 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 OPERATION4.410.1 OPERATION AND MAINTENANCE MANUAL. AT THE TIME OF FINAL INSPECTION, A MANUAL, COMPACT DISC, WEB-BASED REFERENCE OR OTHER MEDIA ACCEPTABLE TO THE ENFORCING AGENCY WHICH INCLUDES ALL OF THE FOLLOWING SHALL BE PLACED IN THEBUILDING: 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 THE ENFORCING AGENCY OR THIS CODE. 4.410.2 RECYCLING BY OCCUPANTS. WHERE 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 FOLLOWING 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 INCLUDING 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 WOOD 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 CALIFORNIA 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 MAXIMUM INCREMENTAL REACTIVITY (MIR). THE MAXIMUM CHANGE IN WEIGHT OF OZONE FORMED BY ADDING A COMPOUND TO THE "BASE REACTIVE ORGANIC GAS (ROG) MIXTURE" PER WEIGHT OF COMPOUND ADDED, EXPRESSED TO HUNDREDTHS OF A GRAM (G O³/G ROC). NOTE: MIR VALUES FOR INDIVIDUAL COMPOUNDS AND HYDROCARBON SOLVENTS ARE SPECIFIED IN CCR, TITLE 17, SECTIONS 94700 AND 94701. MOISTURE CONTENT. THE WEIGHT OF THE WATER IN WOOD EXPRESSED IN PERCENTAGE OF THE WEIGHT OF THE OVEN-DRY WOOD. PRODUCT-WEIGHTED MIR (PWMIR). THE SUM OF ALL WEIGHTED-MIR FOR ALL INGREDIENTS IN A PRODUCT SUBJECT TO THIS ARTICLE. THE PWMIR IS THE TOTAL PRODUCT REACTIVITY EXPRESSED TO HUNDREDTHS OF A GRAM OF OZONE FORMED PER GRAM OF PRODUCT (EXCLUDING CONTAINER AND PACKAGING). NOTE: PWMIR IS CALCULATED ACCORDING TO EQUATIONS FOUND IN CCR, TITLE 17, SECTION 94521 (A). REACTIVE ORGANIC COMPOUND (ROC). ANY COMPOUND THAT HAS THE POTENTIAL, ONCE EMITTED, TO CONTRIBUTE TO OZONE FORMATION IN THE TROPOSPHERE. VOC. A VOLATILE ORGANIC COMPOUND (VOC) BROADLY DEFINED AS A CHEMICAL COMPOUND BASED ON CARBON CHAINS OR RINGS WITH VAPOR PRESSURES GREATER THAN 0.1 MILLIMETERS OF MERCURY AT ROOM TEMPERATURE. THESE COMPOUNDS TYPICALLY CONTAINHYDROGEN AND MAY CONTAIN OXYGEN, NITROGEN AND OTHER ELEMENTS. SEE CCR TITLE 17, SECTION 94508(A). 4.503 FIREPLACES 4.503.1 GENERAL. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS AS APPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST OR DEBRIS WHICH MAY ENTER THE SYSTEM. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. FINISH MATERIALS SHALL COMPLY WITH THIS SECTION. 4.504.2.1 ADHESIVES, SEALANTS AND CAULKS. ADHESIVES, SEALANT AND CAULKS USED ON THE PROJECT SHALL MEET THE REQUIREMENTS OF THE FOLLOWING STANDARDS UNLESS MORE STRINGENT LOCAL OR REGIONAL AIR POLLUTION OR AIR QUALITY MANAGEMENT DISTRICT RULES APPLY: 1. ADHESIVES, ADHESIVE BONDING PRIMERS, ADHESIVE PRIMERS, SEALANTS, SEALANT PRIMERS AND CAULKS SHALL COMPLY WITH LOCAL OR REGIONAL AIR POLLUTION CONTROL OR AIR QUALITY MANAGEMENT DISTRICT RULES WHERE APPLICABLE OR SCAQMD RULE 1168 VOC LIMITS, AS SHOWN IN TABLE 4.504.1 OR 4.504.2, AS APPLICABLE. SUCH PRODUCTS ALSO SHALL COMPLY WITH THE RULE 1168 PROHIBITION ON THE USE OF CERTAIN TOXIC COMPOUNDS (CHLOROFORM, ETHYLENE DICHLORIDE, METHYLENE CHLORIDE,PERCHLOROETHYLENE AND TRICLOROETHYLENE), EXCEPT FOR AEROSOL PRODUCTS, AS SPECIFIED IN SUBSECTION 2 BELOW. 2. AEROSOL ADHESIVES, AND SMALLER UNIT SIZES OF ADHESIVES, AND SEALANT OR CAULKING COMPOUNDS (IN UNITS OF PRODUCT, LESS PACKAGING, WHICH DO NOT WEIGH MORE THAN 1 POUND AND DO NOT CONSIST OF MORE THAN 16 FLUID OUNCES) SHALL COMPLY WITH STATEWIDE VOC STANDARDS AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS, OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94507. 4.504.2.2 PAINTS AND COATINGS. ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH VOC LIMITS IN TABLE 1 OF THE ARB ARCHITECTURAL SUGGESTED CONTROL MEASURE, AS SHOWN IN TABLE 4.504.3, UNLESS MORE STRINGENT LOCAL LIMITS APPLY. THE VOC CONTENT LIMIT FOR COATINGS THAT DO NOT MEET THE DEFINITIONS FOR THE SPECIALTY COATINGS CATEGORIES LISTED IN TABLE 4.504.3 SHALL BE DETERMINED BY CLASSIFYING THE COATING AS A FLAT, NONFLAT OR NONFLAT-HIGH GLOSS 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 TABLE 4.504.3 SHALL APPLY. 4.504.2.3 AEROSOL PAINTS AND COATINGS. AEROSOL PAINTS AND COATINGS SHALL MEET THE PRODUCT-WEIGHTED MIR LIMITS FOR ROC IN SECTION 94522(A)(2) AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES, IN SECTIONS 94522(E)(1) AND (F)(1) OF CALIFORNIA CODE OF REGULATIONS, TITLE 17, COMMENCING WITH SECTION 94520; AND IN AREAS UNDER THE JURISDICTION OF THE BAY AREA AIR QUALITY MANAGEMENT DISTRICT ADDITIONALLY COMPLY WITH THE PERCENT VOC BY WEIGHT OF PRODUCT LIMITS OF REGULATION 8, RULE 49. 4.504.2.4 VERIFICATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY. DOCUMENTATION MAY INCLUDE, BUT IS NOT LIMITED TO, THE FOLLOWING: 1. MANUFACTURER'S PRODUCT SPECIFICATION. 2. FIELD VERIFICATION OF ON-SITE PRODUCT CONTAINERS. 4.504.3 CARPET SYSTEMS. ALL CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF AT LEAST ONE OF THE FOLLOWING: 1. CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM. 2. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS" VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN ASSPECIFICATION 01350). 3. NSF/ANSI 140 AT THE GOLD LEVEL. 4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGETM GOLD. 4.504.3.1 CARPET CUSHION. ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE'S GREEN LABEL PROGRAM. 4.504.3.2 CARPET ADHESIVE. ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF TABLE 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: 1. PRODUCTS COMPLIANT WITH THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS," VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350), CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS (CHPS) HIGH PERFORMANCE PRODUCTS DATABASE. 2. PRODUCTS CERTIFIED UNDER UL GREENGUARD GOLD (FORMERLY THE GREENGUARD CHILDREN & SCHOOLS PROGRAM). 3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM. 4. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE TESTING AND EVALUATION OF VOLATILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR SOURCES USING ENVIRONMENTAL CHAMBERS", VERSION 1.1, FEBRUARY 2010 (ALSO KNOWN AS SPECIFICATION 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. HARDWOOD PLYWOOD, PARTICLEBOARD AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR OR EXTERIOR OF THE BUILDINGS SHALL MEET THE REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED INARB'S AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD (17 CCR 93120 ET SEQ.), BY OR BEFORE THE DATES SPECIFIED IN THOSE SECTIONS, AS SHOWN IN TABLE 4.504.5 4.504.5.1 DOCUMENTATION. VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL INCLUDE AT LEAST ONE OF THE FOLLOWING: 1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS. 2. CHAIN OF CUSTODY CERTIFICATIONS. 3. PRODUCT LABELED AND INVOICED AS MEETING THE COMPOSITE WOOD PRODUCTS REGULATION (SEE CCR, TITLE 17, SECTION 93120, ET SEQ.). 4. EXTERIOR GRADE PRODUCTS MARKED AS MEETING THE PS-1 OR PS-2 STANDARDS OF THE ENGINEERED WOOD ASSOCIATION, THE AUSTRALIAN AS/NZS 2269, EUROPEAN 636 3S STANDARDS, AND CANADIAN CSA 0121, CSA 0151, CSA 0153 AND CSA 0325 STANDARDS. 5. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 GENERAL. BUILDINGS SHALL MEET OR EXCEED THE PROVISIONS OF THE CALIFORNIA BUILDING STANDARDS CODE. 4.505.2 CONCRETE SLAB FOUNDATIONS. CONCRETE SLAB FOUNDATIONS REQUIRED TO HAVE A VAPOR RETARDER BY CALIFORNIA BUILDING CODE, CHAPTER 19, OR CONCRETE SLAB-ON-GROUND FLOORS REQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA RESIDENTIAL CODE, CHAPTER 5, SHALL ALSO COMPLY WITH THIS SECTION. 4.505.2.1 CAPILLARY BREAK. A CAPILLARY BREAK SHALL BE INSTALLED IN COMPLIANCE WITH AT LEAST ONE OF THE FOLLOWING: 1. A 4-INCH (101.6 MM) THICK BASE OF 1/2 INCH (12.7MM) OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED WITH A VAPOR BARRIER IN DIRECT CONTACT WITH CONCRETE AND A CONCRETE MIX DESIGN, WHICH WILL ADDRESS BLEEDING, SHRINKAGE,AND CURLING, SHALL BE USED. FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.2R-06. 2. OTHER EQUIVALENT METHODS APPROVED BY THE ENFORCING AGENCY. 3. A SLAB DESIGN SPECIFIED BY A LICENSED DESIGN PROFESSIONAL. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED WHEN THE FRAMING MEMBERS EXCEED 19 PERCENT MOISTURE CONTENT. MOISTURE CONTENT SHALL BE VERIFIED IN COMPLIANCE WITH THE FOLLOWING: 1. MOISTURE CONTENT SHALL BE DETERMINED WITH 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. 2. 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 VERIFIED. 3. 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 WALL AND FLOOR FRAMING. INSULATION PRODUCTS WHICH ARE VISIBLY WET OR HAVE A HIGH MOISTURE CONTENT SHALL BE REPLACED OR ALLOWED TO DRY PRIOR TO ENCLOSURE IN WALL OR FLOOR CAVITIES. WET-APPLIED INSULATION PRODUCTS SHALL FOLLOW THE MANUFACTURERS' DRYING RECOMMENDATIONS PRIOR TO ENCLOSURE. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 BATHROOM EXHAUST FANS. EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE FOLLOWING: 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 HUMIDITY CONTROL. A. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. B. A HUMIDITY CONTROL MAY BE A SEPARATE COMPONENT TO THE EXHAUST FAN AND IS NOT REQUIRED TO BE INTEGRAL (I.E., BUILT-IN) NOTES: 1. FOR THE PURPOSES OF THIS SECTION, A BATHROOM IS A ROOM WHICH CONTAINS A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION. 2. LIGHTING INTEGRAL TO BATHROOM EXHAUST FANS SHALL COMPLY WITH THE CALIFORNIA ENERGY CODE. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 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), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S - 2014 (RESIDENTIAL EQUIPMENT SELECTION), OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. EXCEPTION: USE OF ALTERNATE DESIGN TEMPERATURES NECESSARY TO ENSURE THE SYSTEM FUNCTIONS ARE ACCEPTABLE. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION OF HVAC SYSTEMS INCLUDING DUCTS AND EQUIPMENT BY A NATIONALLY OR REGIONALLY RECOGNIZED TRAINING OR CERTIFICATION PROGRAM. UNCERTIFIED PERSONS MAY PERFORM 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. EXAMPLES OF ACCEPTABLE HVAC TRAINING AND CERTIFICATION PROGRAMS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: 1. STATE CERTIFIED APPRENTICESHIP PROGRAMS. 2. PUBLIC UTILITY TRAINING PROGRAMS. 3. TRAINING PROGRAMS SPONSORED BY TRADE, LABOR OR STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATIONS. 4. PROGRAMS SPONSORED BY MANUFACTURING ORGANIZATIONS. 5. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. 702.2 SPECIAL INSPECTION [HCD]. WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITH THIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION TO OTHER CERTIFICATIONS OR QUALIFICATIONS ACCEPTABLE TO THE ENFORCING AGENCY, THE FOLLOWING CERTIFICATIONS OR EDUCATION MAY BE CONSIDERED BY THE ENFORCING AGENCY WHEN EVALUATING THE QUALIFICATIONS OF A SPECIAL INSPECTOR: 1. CERTIFICATION BY A NATIONAL OR REGIONAL GREEN BUILDING PROGRAM OR STANDARD PUBLISHER. 2. CERTIFICATION BY A STATEWIDE ENERGY CONSULTING OR VERIFICATION ORGANIZATION, SUCH AS HERS RATERS, BUILDING PERFORMANCE CONTRACTORS, AND HOME ENERGY AUDITORS. 3. SUCCESSFUL COMPLETION OF A THIRD PARTY APPRENTICE TRAINING PROGRAM IN THE APPROPRIATE TRADE. 4. OTHER PROGRAMS ACCEPTABLE TO THE ENFORCING AGENCY. NOTES: 1. SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 2. HERS RATERS ARE SPECIAL INSPECTORS CERTIFIED BY THE CALIFORNIA ENERGY COMMISSION (CEC) TO RATE HOMES IN CALIFORNIA ACCORDING TO THE HOME ENERGY RATING SYSTEM (HERS). [BSC] WHEN REQUIRED BY THE ENFORCING AGENCY, THE OWNER OR THE RESPONSIBLE ENTITY ACTING AS THE OWNER'S AGENT SHALL EMPLOY ONE OR MORE SPECIAL INSPECTORS TO PROVIDE INSPECTION OR OTHER DUTIES NECESSARY TO SUBSTANTIATE COMPLIANCE WITHTHIS CODE. SPECIAL INSPECTORS SHALL DEMONSTRATE COMPETENCE TO THE SATISFACTION OF THE ENFORCING AGENCY FOR THE PARTICULAR TYPE OF INSPECTION OR TASK TO BE PERFORMED. IN ADDITION, THE SPECIAL INSPECTOR SHALL HAVE A CERTIFICATION FROM ARECOGNIZED STATE, NATIONAL OR INTERNATIONAL ASSOCIATION, AS DETERMINED BY THE LOCAL AGENCY. THE AREA OF CERTIFICATION SHALL BE CLOSELY RELATED TO THE PRIMARY JOB FUNCTION, AS DETERMINED BY THE LOCAL AGENCY. NOTE: SPECIAL INSPECTORS SHALL BE INDEPENDENT ENTITIES WITH NO FINANCIAL INTEREST IN THE MATERIALS OR THE PROJECT THEY ARE INSPECTING FOR COMPLIANCE WITH THIS CODE. 703 VERIFICATIONS 703.1 DOCUMENTATION. DOCUMENTATION USED TO SHOW COMPLIANCE WITH THIS CODE SHALL INCLUDE BUT IS NOT LIMITED TO, CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY WHICH DEMONSTRATE SUBSTANTIAL CONFORMANCE. WHEN SPECIFIC DOCUMENTATION OR SPECIAL INSPECTION IS NECESSARY TO VERIFY COMPLIANCE, THAT METHOD OF COMPLIANCE WILL BE SPECIFIED IN THE APPROPRIATE SECTION OR IDENTIFIED APPLICABLE CHECKLIST. OCEAN BOULEVARDCLN57°07'31"E 75.40'N51°12'17"E 125.68'N38°47'43"W 68.00'PORTION OF BLOCK ATRACT NO. 186M.M. 3/40-41PORTION OF BLOCK AM.M. 3/40-41LOT 15TRACT NO. 1257200067.27MH SWR200161.09MH INVERT200568.21MH SWR200660.08MH INVERT200760.51TOP OF 6IN PIPE AP200266.43FD DUCT TAPE INDICATING SWR APBASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASEDON THE CONSTRUCTION CENTERLINE OF OCEANBOULEVARD HAVING A BEARING OF N38°47'43"W PERR.S.B. 280/10-17.VICINITY MAPBENCHMARK INFORMATION3625 OCEAN BOULEVARD CORONA DEL MAR, CA 92625 (APN: 052-150-09) TOPOGRAPHIC MAP 1 1TITLE REPORT/EASEMENT NOTES3625 OCEAN BOULEVARDCORONA DEL MAR, CA 92625(APN:052-150-09)TITLE REPORT PROVIDED BY CHICAGO TITLECOMPANY, ORDER NUMBER 58602006251-JFA.LEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:THAT PORTION OF BLOCK A OF CORONA DEL MAR, AS PERMAP RECORDED IN BOOK 3, PAGES 40 AND 41 OFMISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTYRECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS:THAT PORTION OF SAID BLOCK A LYING SOUTHEASTERLY OFTHE SOUTHEASTERLY LINE OF TRACT NO.1257, AS PER MAPRECORDED IN BOOK 38, PAGE 25 OF MISCELLANEOUS MAPS, INTHE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY,AND EASTERLY OF A LINE DESCRIBED AS FOLLOWS:BEGINNING AT A POINT IN THE SOUTHWESTERLY LINE OFOCEAN BOULEVARD, AS SHOWN ON SAID MAP, DISTANTTHEREOF SOUTH 39° 23' 25" EAST 68.00 FEET FROM THE MOSTEASTERLY CORNER OF SAID TRACT AND RUNNING THENCESOUTH 56° 31' 49" WEST TO THE SOUTHWESTERLY LINE OFSAID BLOCK A.EXCEPTING THEREFROM ANY PORTION OF THE DESCRIBEDPROPERTY BELOW THE LINE OF NATURAL ORDINARY HIGHWATER MARK WHERE IT WAS LOCATED PRIOR TO ANYARTIFICIAL OR AVULSION CHANGES IN THE LOCATION OF THESHORELINE.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFGFINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A WATER METER (WM)ELEVATION = 99.58 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22STATEOFCALI FOR N IA PAUL DOMINICKCRAFTExp. 12/31/22No. 8516PROFESSI ONALLANDSURVEYORFFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: NB4-26-71DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB4-26-71",SET IN THE TOP OF A 4 IN. BY 4 IN. CONCRETE POST.MONUMENT IS LOCATED IN THE NORTHWEST CORNEROF THE INTERSECTION OF POPPY AVENUE AND OCEANBOULEVARD, 60 FT. NORTHEAST OF THE CENTERLINEOF POPPY AVENUE AND 14 FT. NORTHWEST OF THECENTERLINE OF OCEAN BOULEVARD. MONUMENT ISSET LEVEL WITH THE SIDEWALK.ELEVATION: 87.953 FEET (NAVD88), YEAR LEVELED 1990ACUAIR CONDITION UNITCATVCABLE TV BOXTILE SURFACEBRICK SURFACEADAREA DRAINCLMCOLUMNDIDRAIN INLETEPBELECTRICAL PULLBOXPAPLANTER AREARKROCKSTDTOP OF DECKTELEPHONE PULLBOXTPBTOP OF STEPTSTOP OF WALLTWTOP OF WALL STEPTWSITEM 7: AN EASEMENT FOR THE CONSTRUCTION, RECONSTRUCTION,OPERATION, MAINTENANCE AND REPAIR OF SEWER FACILITIESIN THE DOCUMENT RECORDED APRIL 9, 2001 AS INSTRUMENTNO. 2001-210071 OF OFFICIAL RECORDS. (PLOTTED HEREON)DETAIL ANOT TO SCALE8/23/2021 PROJECT LOCATION VICINITY MAP NOT TO SCALEMONROVIA HIG H W A Y FR E E W A Y JAMBOREEHIG H W A Y WEST BALBOA BALBOA PENI N S U L A BALBOAISLAND BLVDPLACENTIA 17TH ST 15TH ST SUPERIORCOASTAVE SANTA ANA AVE20 T H S T DOVER18 T H S TBLVD 15 T H S TNEWPORTAVE IRVINETUSTIN19 T H S T DRAVEAVE55 FREEWAY73 MACARTHURRD EA S T JOAQUI NMIGUEL C O R O N A D E L M A R CO A S T SAN NEWPORTHILLS COASTDRIVEBONITA AVEROAD FORD S A N RD BISON BLVDCANYON DRDR UNIVERSITY AVECAMPUS DRC A M P U S D R FREEW A Y 73 CITY OF COSTA MESA CITY OF IRVINE PACIFIC OCEAN JOHN WAYNE AIRPORT UPPER NEWPORT BAY NEWPORT CENTER POOL SPA GYM BATH #5 BATH #2 BEDROOM #2 BEDROOM #2 OUTDOORSHOWER SHOWER SEAT DESK (TV ABV.) POOL /PING-PONG SHUFFLEBOARDFIREPLACE W/. TV ABV. BUILT-IN 1ST. FLOOR DOOR AT 2ND LEVEL DN. STAIRS FOYER ELEV. BENCH BEDROOM #3 BATH #4 SEAT SHOWER LOWER FLOOR LEVELUPPER FLOOR LEVELOCEAN BLVD.EXISTING SIDEWALK(60)(65)(55)(60)W.M.G M(50)POOL SPA PLANTER ABOVE POOL (upper level) HATCH TO ACCESS POOL EQUIPMENT LOCATED UNDER SPA LAWN TERRACED LANDSCAPE BEDS CITY MAINTAINED LAWNLANDSCAPE ARCHITECTURAL PLANS FOR THE BEARD RESIDENCE LIGHTING PLAN L-6 L-7 L-8 L-5 L-4 L-2 L-1 SHEET INDEX: COVER SHEET CONSTRUCTION PLAN IRRIGATION PLAN PLANTING PLAN PLANTING SPECS.COVERSHEET1 L-3 CONSTRUCTION DETAILS L-9 NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL. SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT. TOLL FREE 1-800-422-4133 (TWO WORKING DAYS BEFORE YOU DIG) DIG ALERT: 800.227.2600 SOUTHERN CALIFORNIA EDISON: 714.895.0246 SOUTHERN CALIFORNIA GAS: 800.427.2000 CITY WATER & SEWER: 949.644.3011 PACIFIC BELL TELEPHONE: 800.750.2355 CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: GENERAL INFOMATION: 949.644.3200 ZONING INFORMATION: 949.644.3204 CITY OF NEWPORT BEACH BUILDING DEPT.: GENERAL: 949.644.3275 PERMITS: 949.644.3288 INSPECTIONS: 949.644.3255 NEWPORT BEACH FIRE DEPT: 949.644.3106 ORANGE COUNTY HEALTH SERVICES: 714.834.3882 NOTES: 1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. 2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR. 3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS. 5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE. 6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. 7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. 8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. 10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES. IRRIGATION DETAILS IRRIGATION DETAILS FOR SITE DRAINAGE SEE CIVIL PLAN FOR ALL SITE WALLS SEE ARCHITECT'S PLANS 1-30-24 1-18-22 LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH POOL SPA GYM BATH #5 BATH #2 BEDROOM #2 BEDROOM #2 OUTDOORSHOWER SHOWER SEAT DESK (TV ABV.) POOL /PING-PONG SHUFFLEBOARDFIREPLACE W/. TV ABV. BUILT-IN 1ST. FLOOR DOOR AT 2ND LEVEL DN. STAIRS FOYER ELEV. BENCH BEDROOM #3 BATH #4 SEAT SHOWER LOWER FLOOR LEVELUPPER FLOOR LEVELOCEAN BLVD.EXISTING SIDEWALK(60)(65)(55)(60)W.M.G M(50)CONSTRUCTIONPLAN2 EXISTING PROPERTY LINE WALL, PROTECT IN PLACE. CONSTRUCTION BID ITEMS: CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 GENERAL: CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER. ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC. CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES. ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLAN CONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER. MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC. ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES . FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT. STEP TREADS TO BE 12" WIDE MINIMUM. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT. POOL EQUIPMENT VAULT HATCH. EQUIP. LOCATED UNDER SPA. (PER SEPARATE PERMIT AND SUBMITTAL). COBBLE STONE DRIVE WITH 6 INCH THICK CONCRETE BASE. SEE CIVIL PLAN FOR DRAIN IN DRIVE. GENERAL NOTES AND SPECIFICATIONS 1. GENERAL NOTICE TO CONTRACTORS ALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE . IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION . 2. CONCRETE AND REINFORCING STEEL: CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT". MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES) THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE. MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2" ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40. ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE. REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS. WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64". ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD. ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES. ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE. 3. MASONRY: UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK. CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1. MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S. GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11". DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40. REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS. SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT. 3/16 PERMALOC LANDSCAPE EDGING. 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 ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. SITE WALL, SEE ARCHITECTS PLAN FOR CONSTRUCTION. TILE FACED INFINITY EDGE SPA WALL. CONCRETE STEPS. SEE LIGHTING PLAN FOR LIGHTS IN STEPS, SEE ARCHITECTS PLAN. WOOD STEPS. SEE LIGHTING PLAN FOR LIGHTS IN STEPS. PAVER HARDSCAPE, SLOPE TO DRAIN. POUR IN PLACE CONCRETE CONCRETE SITE WALL WITH EXPOSED FORM BOARD FINISH. USE SPEC FORMLINERS, INC. 6" ROUGH SAWN PLANK FORM LINER WWW.SPECFORMLINERS.COM 714-429-9500 SEE ENGINEER'S PLANS CONSTRUCTION. PAVER STEPS. SEE LIGHTING PLAN FOR LIGHTS IN STEP. GLASS RAILING AT EDGE OF PATIO. SEE ARCHITECTS PLAN. GRAVEL ACCENT BAND . SUBMIT SAMPLE FOR APPROVAL. 1 2 2 2 2 2 3 4 5 6 7 8 9 10 11 11 12 13 14 14 14 NOTE: SEE ARCHITECTS PLAN FOR ALL SITE WALL ELEVATIONS. SYNTHETIC TURF TO BE DUPONT SELECT LX BY FOREVERLAWN, CONTACT PAUL MC CAUGHEY 909-81`6-4688 FOR INSTALLATION.CONCRETELANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E CONSTRUCTIONDETAILS3 1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN. 2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3.THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY. 4. REBAR PER CONSTRUCTION PLAN. 5.FINISH LANDSCAPE GRADING. NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12" MIN. TYPICAL HARDSCAPE THICKENED EDGE 1 23 45 1/4"1" SAW CUT1/4" R. CONTROL JOINT / SAW CUT DETAIL1. SECOND POUR 2. # 4 REBAR AS STEEL DOWEL 3. SAW CUT OR TOOLED CONTROL JOINT, SEE CONSTRUCTION PLAN 4. SPEED DOWEL SLEEVE (800) 531-3355 5. FIRST POUR 6. COMPACTED SOIL 7. POLYFELT FOAM EXPANSION. 8. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND FOR CONCRETE PAVING COLOR AND TEXTURE, SEE CONSTRUCTION PLAN. COLD JOINT EXPANSION JOINT 1 2 3 4 5 6 72 81 5 EXPANSION JOINT / SPEED DOWEL DETAIL 1/2"1/2"1/4" R. 1. SIDE OF HOUSE 2. WEEP SCREED 3. HARDSCAPE SURFACE. 4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND 5. 3/ 8" POLYFELT FOAM EXPANSION. 6. COMPACTED SOIL FOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN. EXPANSION JOINT AT HOUSE 3/8" 1/4" R.4"MIN1"MIN1 2 3 4 5 6 LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH POOL SPA GYM BATH #5 BATH #2 BEDROOM #2 BEDROOM #2 OUTDOORSHOWER SHOWER SEAT DESK (TV ABV.) POOL /PING-PONG SHUFFLEBOARDFIREPLACE W/. TV ABV. BUILT-IN 1ST. FLOOR DOOR AT 2ND LEVEL DN. STAIRS FOYER ELEV. BENCH BEDROOM #3 BATH #4 SEAT SHOWER LOWER FLOOR LEVELUPPER FLOOR LEVELOCEAN BLVD.EXISTING SIDEWALK(60)(65)(55)(60)W.M.G M(50)IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVE VOLTAGE DROP WILL OCCUR AND LIGHT OUTPUT WILL GREATLY DIMINISH. CENTER TRANSFORMERS WHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE CABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USED AND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK. CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOT OPERATE UNDER 10 VOLTS. VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLE FROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO ACHIEVE THE DESIRED COVERAGE. CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODEL NO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS. LIGHTING FIXTURES IN RELATION TO WATER ELEMENTS: RECEPTACLES ON THE PROPERTY SHALL BE LOCATED AT LEAST 10 FEET FROM THE INSIDE WALLS OF A POOL OR FOUNTAIN. EXCEPTION: RECEPTACLES THAT PROVIDE POWER FOR WATER-PUMP MOTORS FOR A PERMANENTLY INSTALLED POOL OR FOUNTAIN SHALL BE PERMITTED BETWEEN 5 AND 10 FEET FROM THE INSIDE WALLS OF THE POOL OR FOUNTAIN, AND WHERE SO LOCATED, SHALL BE SINGLE AND OF THE LOCKING AND GROUNDING TYPES AND SHALL BE PROTECTED BY GROUND-FAULT CIRCUIT-INTERRUPTER. WHERE A PERMANENTLY INSTALLED POOL IS INSTALLED AT A DWELLING UNIT AT LEAST ONE 125 VOLT RECEPTACLE SHALL BE LOCATED A MINIMUM OF 10 FEET FROM AND NOT MORE THAN 20 FEET FROM THE INSIDE WALL OF THE POOL. ALL 125 VOLT RECEPTACLES LOCATED WITHIN 20 FEET OF THE INSIDE WALLS OF A POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT-INTERRUPTER. IN DETERMINING THE ABOVE DIMENSIONS, THE DISTANCE TO BE MEASURED IS THE SHORTEST PATH THE SUPPLY CORD OF AN APPLIANCE CONNECTED TO THE RECEPTACLE WOULD FOLLOW WITHOUT PIERCING A FLOOR, WALL, CEILING, DOORWAY WITH HINGED OR SLIDING DOOR, WINDOW OPENING, OR OTHER EFFECTIVE PERMANENT BARRIER. LIGHTING FIXTURES AND LIGHTING OUTLETS SHALL NOT BE INSTALLED OVER THE POOL OR OVER THE AREA EXTENDING 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS NO PART OF THE LIGHTING FIXTURE IS LESS THAN 12 FEET ABOVE THE MAXIMUM WATER LEVEL. EXCEPTION NO. 1 EXISTING LIGHTING FIXTURES AND LIGHTING OUTLETS LOCATED LESS THAN 5 FEET MEASURED HORIZONTALLY FROM THE INSIDE WALLS OF A POOL SHALL BE AT LEAST 5 FEET ABOVE THE SURFACE OF THE MAXIMUM WATER LEVEL AND SHALL BE RIGIDLY ATTACHED TO THE EXISTING STRUCTURE. EXCEPTION NO. 2 LIGHTING FIXTURES AND LIGHTING OUTLETS INSTALLED IN THE AREA EXTENDING BETWEEN 5 FEET AND 10 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT INTERRUPTER UNLESS INSTALLED 5 FEET ABOVE THE MAXIMUM WATER LEVEL AND RIGIDLY ATTACHED TO THE STRUCTURE ADJACENT TO OR ENCLOSING THE POOL. CORD CONNECTED LIGHTING FIXTURES SHALL MEET THE SAME SPECIFICATIONS AS OTHER CORD AND PLUG CONNECTED EQUIPMENT SET FORTH IN SECTION 680-7 WHERE INSTALLED WITHIN 16 FEET OF ANY POINT ON THE WATER SURFACE, MEASURED RADIALLY. SWITCHING DEVICES ON THE PROPERTY SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER. GENERAL LIGHTING NOTES: ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS. CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INCURRED. ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT. CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS AS REQUIRED. CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL CABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSCAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE. CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE. LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 36" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR FUTURE RELOCATION. STAKE MOUNTED LIGHTING FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE, COLOR & LAMP. SCALE: NOT TO SCALE TYPICAL LANDSCAPE AREA LIGHT SHRUB PLANTING AREAS 5 64123 7 8 9 1. FINISH GRADE 2. 2" IN G.C., FLUSH IN LAWN 3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR 5. 24" LINEAR LENGTH OF WIRE, COILED. 6. BRICK ( 1 OF 4 ) 7. PVC SWEEP ELLS, 8. 1 CU. FT. PEA GRAVE (MIN) 9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE. WIRE PULL BOX / JUNCTION BOX12" MIN.7 LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT SPOT LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL DIRECTIONAL SPOT LIGHT SHRUB PLANTING AREAS SCALE: NOT TO SCALE FINISH GRADE LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. SPIKE MOUNT FLOOD LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL FLOOD LIGHT SCALE: NOT TO SCALE FINISH GRADE 1 CU. FT. OF COARSE GRAVEL LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES. WELL LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. SET FIXTURE FLUSH WITH FINISH GRADE IN LAWN AREAS. INSTALL THIS MODEL IN DRAINED AREAS. DO NOT INSTALL IN LOCATIONS THAT ARE SUBJECT TO STANDING WATER AS IT IS NOT AN UNDERWATER LIGHT. TYPICAL WELL LIGHT LAWN AREA SCALE: NOT TO SCALE VOLTAGE GUIDELINE TOTAL WATTAGE OF RUNLINEAR FT. OF # 12/2 WIRE FROM THE TRANSFORMER TO THE FIRST LAMP 40 WATTS 80 WATTS 108 WATTS 128 WATTS 144 WATTS 180 WATTS VOLTAGE TAP TO BE USED AT TRANSFORMER 25 LN. FT. 50 LN. FT. 75 LN. FT. 100 LN. FT. 150 LN. FT. 200 LN. FT. 250 LN. FT. 300 LN. FT. 350 LN. FT. 400 LN. FT. 450 LN. FT. 500 LN. FT. 550 LN. FT. 600 LN. FT. 650 LN. FT. 700 LN. FT. 750 LN. FT. 800 LN. FT. 12 V 12 V 12 V 13 V 13 V 13 V12 V 12 V 12 V 13 V 14 V 14 V12 V 12 V 13 V 13 V 14 V 14 V12 V 13 V 14 V 14 V 15 V 16 V13 V 14 V 15 V 16 V 16 V 18 V14 V 14 V 16 V 17 V 18 V 20 V14 V 16 V 17 V 18 V 20 V 20 V15 V 17 V 18 V 20 V 20 V15 V 18 V 20 V 15 V 20 V 15 V 20 V16 V17 V17 V 18 V 18 V20 V 20 V 20 V 20 V HOW TO USE DIFFERENT VOLT TAPS. EXAMPLE: If the first light tests at 8 volts, subtract 8 volts form 12 volts, which equals 4 volts. Now add the 4 volts back into 12 volts and that will equal 16 volts (thus) 12 VOLTS -8 VOLTS = 4 VOLTS 12 VOLTS + 4 VOLTS = 16 VOLTS CONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THE TRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OF WIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ. LIGHTING CABLE / DISTANCE CHART CABLE TYPE RECOMMENDED DISTANCE FROM TRANSFORMER (SINGLE RUN) MAXIMUM WATTAGE (LOAD) O N E C I R C U I T 2 C O N D U C T O R S 18 / 2 20 FEET 100 WATTS 200 WATTS 250 WATTS 300 WATTS 300 WATTS 300 WATTS 16 / 2 150 FEET 14 / 2 80 FEET 12 / 2 100 FEET 10 / 2 150 FEET 8 / 2 200 FEET 2 C I R C U I T S 3 C O N D U C T O R S 12 / 3 200 FEET 600 WATTS, (300 WATTS PER CIRCUIT) 10 / 3 250 FEET 600 WATTS, (300 WATTS PER CIRCUIT)LIGHTING PLAN4 MATTE BRONZE DIRECTIONAL SPOT TOP-IG-148-MBR 12TOPLED SHINE ON ADJACENT WALL SYMBOL DESCRIPTION / COLOR MFG.MODEL NO.LAMP VOLTAGE NOTES: TRANSFORMERS SHALL BE A TOP 300 WATT TOP LIGHTS TRANSFORMER BY TOP W/ INTEGRAL TIMER ) CONTACT BRETT BROWNING AT TOP LIGHTS INC. TO PLACE ORDER 877-867-5596 (CELL 949-422-4563)T MATTE BRONZE DIRECTIONAL UP LIGHT W/ LARGE SHROUD TOP 142-MBR 12TOP6 WATT LED SHINE IN MID BRANCHES OF TREE MATTE BRONZE DIRECTIONAL FLOOD LIGHT TOP-UL-150-MBR 12TOPPAR 36 FLOOD 6 ALT WATT LED SHINE IN LOWER BRANCHES OF SHRUB OR VINE. LOUVERED BRASS RECESS LIGHT.TOP-SL-LGBX SL-CVR534-MBR (3) 2 WATT LED 12TOP LOCATE 2" BELOW WALL CAP. INSTALL FLUSH TO WALL, WIRES IN BLUE ENT. AND OR IN STEP FACE. L I G H T I N G L E G E N D Private landscape lighting is not allowed to be installed within the public right-of-way per City Council Policy MATTE BRONZE PATH LIGHT TOP TOP-PL-468-20.5 3.5 WATT LED 12 LOCATE ±8" AWAY FROM ANY WALK OR PATIO T LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH POOL SPA GYM BATH #5 BATH #2 BEDROOM #2 BEDROOM #2 OUTDOORSHOWER SHOWER SEAT DESK (TV ABV.) POOL /PING-PONG SHUFFLEBOARDFIREPLACE W/. TV ABV. BUILT-IN 1ST. FLOOR DOOR AT 2ND LEVEL DN. STAIRS FOYER ELEV. BENCH BEDROOM #3 BATH #4 SEAT SHOWER LOWER FLOOR LEVELUPPER FLOOR LEVELOCEAN BLVD.EXISTING SIDEWALK(60)(65)(55)(60)W.M.G M(50)3625 OCEAN BLVD. NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH NEWPORT BEACH DAVID A. PEDERSEN 10-15-21 3895 DAVE@DPLANDSCAPE.COM949-251-8999 20271 ACACIA ST. NEWPORT BEACH CA. SUITE 120 1-30-22 10-15-21 ·         TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE) ·         75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3. ·         COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES 3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES STATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).” POINT OF CONNECTION MAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. CONTROLLER INSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES. SLEEVING MAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART. DRIP LINE SYSTEMS SHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments (a) Prior to planting of any materials, compacted soils shall be transformed to a friable condition. On engineered slopes, only amended planting holes need to meet this requirement. (b) Soil amendments shall be incorporated according to the recommendations of the soil report and what is appropriate for plants selected. (c) For landscape installations, compost at a rate of a minimum of four cubic yards per 1,000 square feet of permeable area shall be incorporated to a depth of six inches into the soil. Soils with greater than 6% organic matter in the top 6 inches of soil are exempt from adding compost and tilling. (d) A minimum two, three inch (3″) layers of mulch shall be applied on all exposed soil surfaces of planting areas except in turf areas, creeping or rooting groundcovers, or direct seeding applications where mulch is contraindicated. To provide habitat for beneficial insects and other wildlife, up to 5% of the landscape are may be left without mulch. Designated insect habitat must be included in the landscape design plan as such. (e) Stabilizing mulching products shall be used on slopes that meet current engineering standards such as those detailed in the USDA/USAID Low Volume Roads Engineering Best Management Practices Field Guide. (f) The mulching portion of the seed/mulch slurry in hydroseeded applications shall meet the mulching requirement. (g) Organic mulch materials made from recycled or postconsumer shall take precedence over inorganic materials or virgin forest products unless the recycled post-consumer 2.3 Soil Management Report A. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement. B. In order to reduce runoff and encourage healthy plant growth, a soil management report shall be completed by the project applicant, or his/her designee, as follows: 1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations. (a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants. (b) The soil analysis may include, but is not limited to: 1. soiltexture; 2. infiltration rate determined by laboratory test or soil texture infiltration rate table; 3. pH; 4. total soluble salts; 5. sodium; 6. percent organic matter; and 7. recommendations. PRESCRIPTIVE COMPLIANCE OPTION 'H' This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance. 5IRRIGATIONPLANALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE. THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION. THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY. THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE. OBSTRUCTIONS WHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL) AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EITHER EVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA WITH NONVOLATILE MEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING IN ALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSE LABELED DEVICES AS APPLICABLE. TORO TMC-424E-OD+TSM-8F SERIES WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSOR FEBCO 825YA SERIES REDUCED PRESSURE BACKFLOW PREVENTER - INSTALL WITH WILKINS YBP-80 STRAINER AND WILKINS 500XL SERIES PRESSURE REGULATOR (IF NECESSARY) NIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORT IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE BP ET SCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVER CLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVER NETAFIM TLHCVXR5-12XX DRIP LINE TUBING WITH 0.53 GPH EMITTERS AT 12" O.C. - ROS OF TUBING TO BE ABOUT 16" -18" O.C. BURY TUBING 3"-4" BELOW GRADE - STAPLE DOWN FIELD FABRICATED OPERATION INDICATOR / MANUAL FLUSH VALVE ASSEMBLY. EQUIPMENT LEGEND SYMBOL MANUFACTUER / MODEL NUMBER TORO 570Z-6P-COM-OT-POP UP SPRAY HEADS WITH 'PRECISION SPRAY NOZZLE AND CHCK VALVE C IRRITROL 700-1 SERIES 'ULTRA FLOW' ELECTRIC CONTROL VALVE - INSTALL WITH 1" 25 PSI SENNINGER PRESSURE REGULATOR AND 1" NETAFIM DISC FILTER ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. BP CET 3/4" 1"1"1" 1" 3/4" 3/4" 1/2" 1/2" 3/4" 3/4" ALL EQUIPMENT SHOWN OFF SITE IS FOR CLARITY ONLY SLEEVE UNDER HARDSCAPE #4 210 SQ. FT. #3 297 SQ. FT. #2 232 SQ. FT. 1 234 #1 430 SQ. FT. TOTAL LANDSCAPE AREA 1,169 SQ. FT. SYNTHETIC TURF CITY VALVE BOX W/ VALVE CITY TO RESUME MAINTENANCE OF PARKWAY LAWN. CONNECT INSPIRATION POINT IRRIGATION CONCRETE1/2" 1/2" 3/4" 1" 1"LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E IRRIGATIONDETAILS6 1.FINISH GRADE 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.POP-UP SPRAY HEAD AND NOZZLE PER LEGEND 4.1/2" MARLEX STREET ELL 5.1/2" SCH 40 PVC STREET ELL TxT 6.1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE 7.SCH. 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET 8.LATERAL LINE PIPING PER LEGEND SEE NOTE POP - UP SPRAY HEAD 1 2 3 4 5 6 4 7 8 12" NOTES: USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4" -4" FROM HARDSCAPE AND 6" - 12" FROM VERTICAL OBJECTS SUCH AS FENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD.18"* 4" 2" 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 A2 FLOW 4" 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.SCH 40 PVC MALE ADAPTER (2 REQUIRED) VALVE SIZE 3.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BANDED STATION NUMBER ON LID IN 2" HIGH BLOCK LETTERS. 4.FINISH GRADE 5.PVC LATERAL LINE PER IRRIGATION LEGEND (VALVE SIZE) 6.SCH 40 PVC 45° ELL 7.SCH 40 PVC 45° (BUSH UP TO LATERAL LINE PLAN SIZE) 8.RECTANGULAR PLASTIC VALVE BOX EXTENSION (NDS #214-6) 9.COMMON BRICK SUPPORTS (4 REQUIRED) 10.WATERPROOF WIRE CONNECTORS (2 REQUIRED) 11.#14 UF WIRES TO CONTROLLER (COLOR CODED) 12.I.D. TAG WITH STATION NUMBER PRINTED ON IN (CHRISTY'S #ID-STD-Y1) 13.SCH 40 PVC ELL (VALVE SIZE) 14.MAINLINE PIPING PER IRRIGATION LEGEND (VALVE SIZE) 15.SCH 40 PVC TEE (OUTLET TO BE VALVE SIZE) 16.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 17.FILL BASE OF BOX WITH PEA GRAVEL 18.NATIVE SOIL * 1/2" IN TURF AREAS, 2" IN SHRUB AREAS. ELECTRIC CONTROL VALVE 18"* 4" 2" 4" 1.BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE) 2.RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS 3.FINISH GRADE 4.SCH 40 PVC MALE ADAPTER (2 REQUIRED) 5.SCH 40 PVC 45 DEGREE ELL (4 REQUIRED) 6.NATIVE SOIL 7.MAINLINE PIPING PER IRRIGATION LEGEND 8.COMMON BRICK SUPPORTS (4 REQUIRED) 9.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS NOTES: OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE. BRASS BALL VALVE 1 2 3 4 5 6 7 8 9 1.REDUCED PRESSURE BACKFLOW PREVENTER PER IRRIGATION LEGEND 2.BRASS CLOSE NIPPLE (R/P SIZE) 3.WILKINS 500XL SERIES PRESSURE REGULATOR (R/P SIZE) 4.BRASS NIPPLE (R/P SIZE) 5.6" THICK CNCRETE SUPPORT BLOCK 6.FINISH GRADE 7.NATIVE SOIL 8.BRASS ELL (R/P SIZE) 9.SCH 40 PVC MALE ADAPTER (BUSH UP TO MAINLINE PLAN SIZE WHERE R/P DIVICE IS SMALLER THAN MAINLINE SIZE) 10.MAINLINE PIPING PER IRRIGATION LEGEND (TO SYSTEM) 11. MAINLINE PIPING FROM P.O.C. 12.WILKINS YBP-80 STRAINER (R/P SIZE) NOTES: INSTALL PER ALL LOCAL CODES. FINAL LOCATION TO BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT AND / OR OWNER. BACKFLOW PREVENTER ASSEMBLY 1 2 3 4 5 6 7 8 9 10 2 4 8 9 11 12 12" - 18"6" 6" 6"-12" T R E N C H I N G 12" MIN. 18" MIN. 1.FINISH GRADE 2.CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS. 3.NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH) 5.CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE 6.UNDISTURBED NATIVE SOIL. NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS. 1 2 3 4 5 618"* 4" 6" 4" A2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 11.PRESSURE REGULATOR PER LEGEND. 12.WYE FILTER PER LEGEND 13.FILL BASE OF BOX WITH PEA GRAVEL 14.COMMON BRICK SUPPORTS (4 REQUIRED) 15.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 16.SCH 40 PVC MAINLINE FITTING WITH 1" OUTLET 17.1" SCH 40 PVC MAINLINE PIPING (LENGTH AS REQUIRED) 18.1" SCH 40 PVC ELL 19.#14 UF WIRES TO CONTROLLER (COLORED CODED) 20.WATERPROOF WIRE CONNECTOR (2 REQUIRED) *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1.REMOTE CONTROL VALVE PER IRRIGATION LEGEND 2.RECTANGULAR JUMBO PLASTIC VALVE BOX WITH LOCKING LID (NDS #318BCB) HEAT BRAND STATION NUMBER AND 'DZ' ON LID IN 2" HIGH BLOCK LETTERS 3.I.D. TAG WITH STATION NUMBER PRINTED ON IT (CHRISTY'S #ID-STD-Y1) 4. SCH 40 PVC BALL VALVE 5.SCH 80 PVC CLOSE NIPPLE 6.FINISH GRADE 7.NATIVE SOIL 8.SCH 40 PVC MALE ADAPTER 9.PVC PIPING TO SYSTEM (CONNECT AND ADAPT AS NECESSARY) 10.RECTANGULAR PLASTIC VALVE BOX USED AS EXTENSION (NDS#318B)DRIP ZONE VALVE ASSEMBLY 1.INSERT WIRES THROUGH HOLS IN BASE OF BODY. 2.STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER. 3.PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE. 4.PLUG PRE-FILLED WITH WATER PROOF SEALANT. 5.INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT. 6.PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE. NOTES: USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION. WATERPROOF WIRE CONNECTOR 1 2 3 4 5 6 ET / RAIN SENSOR - WIRELESS LEGEND: 1.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS. 2.CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT. 3.CLIMATE LOGIC™ RECEIVER MODULE MOUNTED INDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN A SECURE AREA, MOUNT ON HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD. 4.SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT. 5.AUTOMATIC SPRINKLER CONTROLLER 6.FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED. 7.PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). 8.PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES). IrritrolCLIMATE LOGIC69F40% 1:15aMENU No Rain-Irrigation11/16 CL-M1 SMART RXENABLED%AS REQ'DNOTES: INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B.FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER. C.FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA. D.FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS. 1 2 3 4 6 5 7 8 SLEEVING 12" MIN. 24" MIN. 1.HARDSCAPE, SEE CONSTRUCTION PLAN 2.CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL 3.LATERAL LINE IN SCH 40 PVC SLEEVE 4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE 5.CONTROL WIRES IN SCH 40 PVC SLEEVE 6.UNDISTURBED NATIVE SOIL. NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE. 1 2 3 4 5 6 1.AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS DIRECTIONS. 2.ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION 3.12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE 4. SCH 40 PVC CONDUIT FOR CONTROL WIRES 5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP) 6.FINISH GRADE. 7.WALL. WALL MOUNTED IRRIGATION CONTROLLER FRONT VIEW SIDE VIEW 1 2 3 4 5 6 7 WALL 24"18"4'-6"LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E IRRIGATIONDETAILS7 1.FINISH GRADE OF MULCH LAYER 2.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 3.FINISH GRADE 4.POLY TUBING PER IRRIGATION LEGENDFINISH GRADE 5.STEEL TUBING-SOIL STAPLE (NETAFIM TLS6 OR APPROVED EQUAL) 6.NATIVE SOIL / BACKFILL PER SPECIFICATIONS 7.DEPTH OF MULCH PER PLANTING PLAN OR SPECIFICATIONS DRIP LINE TUBING NOTES: LOCATE STAPLES ALONG TUBING AT ABOUT 4 FT. O.C. AND AT ALL FITTINGS (TEES, ELLS, ETC.) AND CHANGES IN DIRECTION OF TUBING. BURY TUBING PER THE IRRIGATION PLAN / NOTES. ELEVATION SECTION 3"-4" 1 2 3 4 5 6 7 7 1 2 3 4 5 6 1.POP-UP INDICATOR HEAD, WITH A GPH IRRIGATION DRIP FLUSH NOZZLE, MODEL #GDFN-T, ORANGE COLORED NOZZLE TO REMAIN IN THE CLOSED POSITION DURING SYSTEM OPERATION AND OPENED FOR SYSTEM FLUSHING. DIRECT FLUSH STREAM INTO PLANTER. 2.INSTALL POP-UP INDICATOR HEAD 1/2" ABOVE FINISHED GRADE IN SHRUB AND GROUND COVER AREAS 3.UNDISTURBED SOIL 4.SUBSURFACE DRIP TUBING, DEPTH AS SHOWN ON LEGEND AND DETAIL 5.DRIP CONNECTION ASSEMBLY, SEE DRIP TUBING CONNECTION DETAIL 6.LANDSCAPE MULCH PER SPECIFICATION. 7.SCH 40 PVC SxSxT TEE FITTING, LATERAL X LATERAL X 1/2" SIZE WITH FIPT THREADS 8.TORO 570Z-12LP, 12" POP-UP HEAD 9.PRE-ASSEMBLED POLY, TRIPLE SWING JOINT, 1/2" MIPT INLET AND OUTLET WITH A 12" LAY LENGTH, GPH IRRIGATION MODEL #GSJ0512 10.DRIP SYSTEM DISCHARGE HEADER, PVC LATERAL LINE PIPE, TYPE AND SIZE AS SHOWN ON LEGEND, OR 1 1/4" MINIMUM SIZE PER THE DRIP I NSTALLATION DETAILS NOTE: ONLY USE BOTTOM INLET OF SPRINKLER HEAD. IF POSSIBLE, LOCATE FLUSH / INDICATOR ASSEMBLY IN AREA WITH EASY ACCESS FOR MAINTENANCE. INSTALL ORANGE COLORED INDICATOR NOZZLE ON POP-UP HEAD AND ADJUST TO FULLY CLOSED. FOR RECYCLED WATER USE A GPH IRRIGATION GDFN-T-R, PURPLE COLOR CODED FLUSH NOZZLE. DRIP LINE SYSTEM - FLUSH VALVE ASSEMBLY 1 2 3 4 5 6 7 8 9 10 12" 1.DRIP ZONE VALVE PER LEGEND 2.PVC LATERAL LINE FROM VALVE INTO PLANTER AREA - PLAN SIZE 3.POLY TUBING SUPPLY HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED (LOCATE IN HYDRAULIC CENTER OF ZONE WHERE POSSIBLE) 4.SUPPLY HEADER CROSS CONNECTION - SEE DETAIL AT RIGHT 5.SUPPLY HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 6.DRIP LINE POLY TUBING PER LEGEND 7.FLUSH HEADER ELBOW CONNECTION - SEE DETAIL AT RIGHT 8.FLUSH HEADER TEE CONNECTION - SEE DETAIL AT RIGHT 9.POLY TUBING FLUSH HEADER - USE BLANK TUBING WHERE EMITTERS ARE NOT NEEDED 10.FLUSH VALVE PLUMBED TO FLUSH HEADER AT LOW POINT 11.OPERATION INDICATOR - INSTALL ON TUBING AT FARTHEST POINT FROM DRIP ZONE VALVE DRIP LINE SYSTEM - TYPICAL LAYOUT FV FV ROW SPACING PER PLANEQUAL EQUAL 12 3 4 5 6 6 6 7 8 9 10 11 8 10 8 8 9 7 4 LAYOUT EMITTERS IN TRIANGULAR PATTERSPACE ROWS PER PLAN SET PERIMETER LATERALS APPROXIMATELY 4" FROM PLANTER EDGE. RUN ROWS OF TUBING PARALLEL TO LONG AXIS OF PLANTED AREA. INSTALL FLUSH VALVES AT END OF EACH RUN. REFER TO THE GUIDELINES AND INSTALLATION DETAILS FROM THE MANUFACTURER FOR THE INSTALLATION OF ALL DRIP LINE SYSTEMS. A.POLY TUBING DRIP LINE PER LEGEND B.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) SUPPLY HEADER. C.NETAFIM INSET CROSS MODEL TLCROSS. D.NETAFIM INSERT TEE MODEL TLTEE E.POLY TUBING (BLANK OR DRIP LINE AS NEEDED) FLUSH HEADER. F.NATAFIM INSERT ELL MODEL TLELL. A B A B SUPPLY HEADER CROSS C D E F PLAN VIEW SUPPLY HEADER TEE FLUSH HEADER ELBO FLUSH HEADER TEE A D A E E AA B IRRIGATION NOTES: 1.GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME. 1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT. 1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY. 2.SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING: 2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES. 2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK. 3.CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT. 4.COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC. 5.PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY. 6.THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY. 7.EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING. 8.THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK. 9.THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10.CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. 11.IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES. 12.CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13.CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES. 14.ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT. 15.ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16.THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE. 17.THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS. 18.ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING. 19.ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS. 20.LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER. 21.ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22.MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION. 23.THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24.FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION. 25.CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES. 26.UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING: a.A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART. b.2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE). c.2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC). 27.RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS. 28."CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL. 29.DRIP LINE IRRIGATION 29.A. DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC. 29.B.ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC. 29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D.EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS. 29.E.CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. 29.F.DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS. 29.G.TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H.FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE. 29.I.DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN. 29.K.ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING. IRRIGATION MAINTENANCE SCHEDULE THE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS. FREQUENCY MAINTENANCE TASK QUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY. MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY. QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED. QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED. QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED. WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNMENT OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED. MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS. QUICK COUPLING VALVE 1.QUICK COUPLING VALVE PER IRRIGATION LEGEND 2.#4x36" REBAR SUPPORT STAKE (2 REQUIRED) 3.STAINLESS STEEL CLAMP (2 REQUIRED) 4.FINISH GRADE 5.10" ROUND PLASTIC VALVE BOX WITH LOCKING LID (NDS #312BCB) HEAT BRAND "QC" ON LID IN 2" HIGH BLOCK LETTERS 6.3/4"x6" SCH 80 PVC NIPPLE 7.3/4" SCH 40 PVC STREET ELL (3 REQUIRED) 8.COMMON BRICK SUPPORTS (3 REQUIRED) 9.3/4"x12" SCH 80 PVC NIPPLE 10.3/4" SCH 40 PVC ELL (SxT) 11.3/4" SCH 40 PVC MAINLINE (12" MINIMUM LENGTH) 12.SCH 40 PVC MAINLINE FITTING (TEE OR ELL) WITH 3/4" SLIP OUTLET 13.MAINLINE PIPING PER IRRIGATION LEGEND (PLAN SIZE) 14.NATIVE SOIL 15.FILL BASE OF BOX WITH PEA GRAVEL *1/2" IN TURF AREAS, 2" IN SHRUB AREAS 1 2 6 7 8 4 5 9 3 2"*10 11 12 13 6" 36" 7 7 SECTION / ELEVATION 18"15 14 LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E 0 8 16 24 32 40 48 GRAPHIC SCALE SCALE: 1/8" = 1'-0" NORTH POOL SPA GYM BATH #5 BATH #2 BEDROOM #2 BEDROOM #2 OUTDOORSHOWER SHOWER SEAT DESK (TV ABV.) POOL /PING-PONG SHUFFLEBOARDFIREPLACE W/. TV ABV. BUILT-IN 1ST. FLOOR DOOR AT 2ND LEVEL DN. STAIRS FOYER ELEV. BENCH BEDROOM #3 BATH #4 SEAT SHOWER LOWER FLOOR LEVELUPPER FLOOR LEVELOCEAN BLVD.EXISTING SIDEWALK(60)(65)(55)(60)W.M.G M(50) SYMBOL QUANTITY AEO-URB 6 CAR-MOR 20 CRA-UND 59 COT-SPE 20 NAN-COM 1 PIT-NAN 21 SAN-TRI 15 SEN-SER 54 SES-AUT 29 WIS-FRU 42 NAN-GUL NANDINA DOMESTICA GULF STREAM GULF STREAM NANDINA 15 GAL.FEATHERY FOLIAGE ON ERECT CANES COMPACT TO 3’ , RED FALL COLOR, WHITE FLOWER FOLLOWED BY BERRIES. COT-SPE COTYLEDON SPECIES LONG FINGERS FIVE GAL.WHITE CHALKY LEAVES LIKE LONG, CYLINDRICAL FINGERS HELD UPRIGHT FROM STEM, 2 FT. HIGH AND WIDE W/ SOFT PASTEL ORANGE, HANGING, BELL-SHAPED FLOWERS. SAN-TRI SANSECIERIA TRIFASCIATA 'BLACK GOLD'BLACK GOLD SANSECIERIA FIVE GAL.UPRIGHT PERENNIAL W/ 30 IN. LONG STIFF DARK GREEN LEAVES W/ YELLOW MARGIN FROM BASE. CAR-MOR CAREX MORROWII 'ICE DANCE' ICE DANCE CAREX ONE GAL.DENSE, FINELY TEXTURED CLUMPS OF NARROW VARIEGATED GRASS LEAVES TO 1 FT. . SENECIO SERPENS PUNK PICKLE SEN-SER ONE GAL.SUCCULENT PERENNIAL WITH LIGHT BLUISH GRAY LEAVES, MASS PLANT AS GROUND COVER. GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION AEO-URB AEONIUM URBICUM SALAD BOWL AEONIUM FIVE GAL.LARGE GREEN SUCCULENT LEAVES IN ROSETTS UP TO 2 FT. ACROSS REGULAR WATERING 3 FT. WIDE BY 18" TALL. SHRUBS SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION DYM-MAR DYMONDIA MARGARETAE DYMONDIA 4"0.C.TIGHT MAT TO 3” W/ YELLOW FLOWERS, FOLIAGE LOOKS LIKE A MINIATURE GAZANIA. PIT-NAN PITTOSPORUM CRASSIFOLIUM ‘NANA’DWARF KARO 15 GAL.MOUNDING GRAY GREEN SHRUB TO 3 FT. REQUIRES LITTLE WATER. SESLERIA AUTUMNALIS AUTUMN MOOR GRASSSES-AUT ONE GAL.GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS WIS-FRU WISTRINGIA FRUTICOSA 'WES07' SMALL BALL WESTRINGIA FIVE GAL.DWARF EVERGREEN SHRUB TO 2 FT. WITH SMALL WHITE FLOWERS AND ROSEMARY LIKE FOLIAGE. CRA-OVA CRASSULA OVATA 'HUMMEL'S SUNSET'SUNSET CRASSULA FIVE GAL.GOLDEN YELLOW SMALL SUCCULENT TO 20 INCHES. TREE PLANTING DETAIL TWICE ROOT BALL WIDTH 18" MIN.1. CLINCH TIE OR EQUAL (4 REQ'D) 2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS. 3. VENTILATED TRUNK GUARD IN TURF AREAS 4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE. 5. 4" HIGH WATERING BERM. 6. 2" THICK MULCH LAYER. PER SPEC. 7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.) 8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING. 1 2 3 4 5 6 7 8 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA. SHRUB PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL.. 1 2 3 4 5 6 7 1. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE 2. 4" HIGH TEMPORARY BASIN. 3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER. 4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. EDGE OF PLANTING 2/3 O.C. SPACING EQUAL EQUALSPACING O.C.NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC. GROUND COVER AND SHRUB SPACING 2 X BALL DIA. SLOPE PLANTING DETAIL NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL. CONTRACTOR SHALL PROVIDE EROSION CONTROL WHEN SPECIFIED. 1 2 3 4 5 6 7 1. CROWN OF PLANT. 2. 4" HIGH TEMPORARY BASIN. 3. EXISTING GRADE 4. PLANTING TABS (SEE SPECS.) 5. BACKFILL MIX (SEE SPECS.) 6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER 7. COMPACTED BACKFILL PER SPEC. SPECIMEN TREE PLANTING DETAIL LEGEND 1. SPECIMEN TREE, 36" BOX OR LARGER 2. BLACK PVC HOSE WITH 1/8" BRAIDED GALVANIZED STEEL GUY CABLE, USE GALVANIZED CABLE CLAMPS AND TURNBUCKLE, MINIMUM 3 GUYS. 3. 1/2" DIA. X 2" LONG WHITE PVC WARNING DEVICE - TO BE INSTALLED IN PUBLIC AREAS. 4. WATER BASIN- MINIMUM 4" DEPTH, MULCH TO 2" DEPTH AND DEEP WATER TREE IMMEDIATELY UPON PLANTING. REMOVE BASIN AT END OF MAINTENANCE PERIOD. 5. FINISH GRADE, CROWN OF TREE MUST NOT BE PLANTED BELOW THIS LEVEL. 6. AMMENDED BACKFILL MIX - SEE SPECIFICATIONS. TAMP AND SETTLE BACKFILL BEFORE PLANTING SO THAT TREE DOES NOT SINK AFTER PLANTING. BOTTOM 8" UNDER TREE SHALL BE WASHED SAND. 7.TREE ROOTBALL - MUST NOT BE ROOT BOUND. LOOSEN ANY TIGHT PACKED ROOTS. TWICE ROOT BALL WIDTH 10. MODEL 68 DUCKBILL EARTH ANCHOR WITH 1/8" BRAIDED GALVANIZED STEEL CABLE. INSTALL PER MFG. SPECIFICATIONS. 11. ROOTBALL DEPTH PLUS 8" FOR WASHED SAND IF BEDROCK IS ENCOUNTERED DIG AN ADDITIONAL 18". 1 2 3 4 5 6 7 8 9 10 11 9. FERTILIZER TABLETS - SEE SPECIFICATIONS 8. EMPTY 3" DIAMETER PERFORATED PVC DRAIN PIPE FOR AIR AND WATERING, PLACE MIN. 3 PER TREE. 12. 12" Ø AUGURED HOLE X 6' DEEP FILL WITH WASHED SAND.12 NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 8PLANTING PLANPN PNPN N W CC C C C C C C C C C PN PNPN CRA-OVACOT-SPE PIN-NANCRA-OVASES-AUTWIS-FRU SEN-SER COT-SPE SAN-TRI WIS-FRU PIT-NAN NAN-GOL SEN-SER TOTAL LANDSCAPE AREA 1,169 SQ. FT. SYNTHETIC TURF W SAN-TRI AEO-URB AEO-URB SAN-TRI PN PN W W W W W W W W W W W W W W W W W W W W W W W W W W W W W C C C C C C C C C CAR-MOR PN PN PN PN PN PN PN PN PN PN PN PN PN WIS-FRUSEASIDE PASPALLUM SOD (CITY TO RESUME MAINTENANCE) W W W W W W W W W W W COT-SPE LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E PLANTING SPECIFICATIONS SCOPE OF WORK PROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED. A. GENERAL WORK PROCEDURES WORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE. 1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED. 2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR  PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS 1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C". 3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL 4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE. 5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB. 6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH". 7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMEDOR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR THEIR REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVED FROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED. 9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS. MYCORRHIZAE SPECIFICATIONS. CONTRACTOR SHALL APPLY TRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX. CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES. 1 GAL = 1 PACK 5 GAL. = 3 PACKS 15 GAL. = 8 PACKS CONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS. C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS) THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY  CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT 20 POUND COMMERCIAL FERTILIZER 100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT. 2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTH OF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE  PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.) 3. GROUND COVER AREAS PLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACH  PLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR. 4. MULCHING OF SHRUB AREAS CONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH. 5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM) ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE  GROUND COVER AREAS, STAKING OF TREES, ETC. IRRIGATIONANDPLANTINGSPECIFICATIONS9LANDSCAPE ARCHITECTURAL PLANS FORRON AND MARSHA BEARD3625 OCEAN BLVD. • CORONA DEL MAR, CA 92625PH. R.(949) 400-9325 M. (949) 400-9321marsha.beard@gmail.comDATE: DRAWN BY:D.P. 2-1-22 © DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.SHEET NO. OF - 9 L-D A V I D A. P E D E R S E N • INC.3400 IRVINE AVE., SUITE 203NEWPORT BEACH, CA 92660TEL. (949) 251-8999L A N D S C A P E A R C H I T E C T U R E BRANDON ARCHITECTS DATE A-0.1 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEARCHITECTURAL SITE PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. C KEYNOTES A SITE PLAN NOTES B ANNOTATION LEGEND DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. GENERAL NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. 4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTING BUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015) 5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT. 6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. LANDSCAPE NOTES:1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. POOL: 1. PROVIDE AN ALARM FOR DOORS AND WINDOWS WITH SILL HEIGHTS LESS THAN 60-INCHES ABV.F.F. OF THE DWELLING THAT FORMS A PART OF THE POOL ENCLOSURE. THE ALARM SHALL BE LISTED AS A WATER HAZARD ENTRANCE ALARM IN ACCORDANCE WITH UL 2017. THE DEACTIVATION SWITCH SHALL BE AT LEAST 60" ABOVE THE FLOOR IF THE RESIDENCE IS NOT REQUIRED TO BE ACCESSIBLE. (CBC 3109 & ISPSC 305.4) 2. SUCTION OUTLETS SHALL BE DESIGNED AND INSTALLED WITH SUCTION ANTIENTRAPMENT GRATE IN ACCORDANCE WITH ANSI/APSP-16 PER CBC 3109 SECTION (B) OF 115928. SUCTION ENTRAPMENT AVOIDANCE FOR POOL AND SPA SHALL BE PROVIDED IN ACCORDANCE WITH APSP-7 PER ISPSC SECTION 310. 3. PROVIDE POWER SAFETY COVER IN COMPLIANCE WITH ASTM F1346-91 FOR POOL & SPA (CBC 3109 SECTION (3) OF 115922 & ISPSC 305). 4. POOL ENCLOSURE FENCE SHALL BE 60-INCHES MIN. ABV. FS/NG MEASURED ON THE SIDE THAT FACES AWAY FROM SWIMMING POOL W/. MAX VERTICAL CLEARANCE OF 2-INCHES BETWEEN FS/NG AND BOTTOM OF THE FENCE/BARRIER MEASURED ON THE SIDE OF FENCE THAT FACES AWAY FROM SWIMMING POOL. OPENING, GAP, AND VOID IN ENCLOSURE FENCE OR GATE SHALL NOT ALLOW THE PASSAGE OF 4-INCHES DIAMETER SPHERE OR LARGER. OUTSIDE SURFACE (FACING AWAY FROM SWIMMING POOL) OF THE POOL ENCLOSURE INCLUDING THE GATE TO BE FREE OF PROTRUSIONS, CAVITIES, OR OTHER PHYSICAL CHARACTERISTICS THAT WOULD SERVE AS HANDHOLDS OR FOOTHOLDS WHICH COULD ENABLE A CHILD FIVE YEARS OLD OR YOUNGER TO CLIMB OVER. (CBC 3109 & ISPSC 305) 1 1 25'-5"1/4"1'-5 3/4"4'-2"5'-0 " SEW E R EAS E M E N T 66.00' FFE 66.00' FFE 10.01 01.01 01.01 01.01 01.04 01.04 10.07 2% MIN. 2% MIN. 2% MIN. 72.15' T.W. 66.48 NG (E.) 02.01 02.0110.0163.58' T.W. 68.72' T.W. 62.72 NG (E.) MEDIA ROOM POOL SPA N57°07'31" E 75.40' EXISTING BUILDING EXISTING BUILDING N51°12'17" E 125.68' APN: 052-150-09 LOT 16 TRACT NO. 186 M.M. 3/40-41 (UNDER SEP. PERMIT) OUTDOOR PATIO BATH #2 BATH #5 BEDROOM #2 UP 4'-0"S.Y.S.B.4'-0"S.Y.S.B.41'-6 7/8"3'-0"MIN. CLR.10.07 71.00' T.W. 69.05 FS (E.)77.00' T.W. 74.92 FS (E.) 81.00' T.W. 80.78 FS (E.) LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK LIGHT WELL ACCESS HATCH TO POOLEQUIP. BLW. (UNDER SEP. PERMIT) A ROOM NAME UP 1 15'-6" N90° 00' 00"E 78.25' 01.13 ROOM TAG PROPERTY LINE TAG KEYNOTE TAG SPOT ELEVATION RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS REVISION TAG BARBEQUE - AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER – PROVIDE POWER AND GAS AS REQUIRED – INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC FIREPIT - AS SELECTED TO BE LISTED AND APPROVED, VERIFY W/. OWNER – PROVIDE POWER AND GAS AS REQUIRED – INSTALL AND MAINTAIN CLEARANCES PER MFGR. AND SECTION 308 OF CFC A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPCAS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MOREINFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION TRASH CANS - SCREEN FROM STREET AND PROVIDE MIN. CLEARANCES AS REQ'D. VERTICAL STORM DRAIN PIPE IN-WALL ( ) / OVERFLOW ( )- MTL. PIPE PER CHAPTER 11 OF CPC, SIZE PER TABLE 1103.1 (MIN. 2” DIA. PIPE & TYP. 3” DIA. PIPE) – SEE CIVIL DWGS. FOR TERMINATION DTLS. ABV. OR BLW. GROUND. VERIFY ALL TERMINATION POINTS, TYPE AND DETAILS W/. CIVIL PRIOR TO POURING THE CONCRETE SLAB PROJECT NORTHTRUE NORTH N N DN.21'-4 1/8"1'-5 1/2" 1'-1"F.Y.S.B.78'-1 1/2"TO STREET CENTERLINE4'-0"S.Y.S.B.3'-0"MIN. CLR.1'-8 3/8"4'-0"S.Y.S.B20'-0"93.00' FFE 32.06 02.37 02.27 02.39 SLOPE PER CIVIL SLOPE PER CIVIL SLOPE PER CIVIL SLOPE PER CIVIL 2% MIN. 32.06 32.06 32.08 32.06 2% MIN. 32.06 02.35 2% MIN. 02.04 02.05 02.04 02.05 02.02 95.50' T.W.96.89' T.W.98.44' T.W.101.67' T.W. 95.50' T.W. 90.50' T.W.85.97 NG (E.) 88.00' T.W. 32.06 88.00' T.W. 98.00' T.W. 98.00' T.W. 95.37 FS (E.) 94.00' T.W. 85.50' T.W.79.97 NG (E.)78.50' T.W.73.44 NG (E.)72.15' T.W.70.24 NG (E.) 88.00' T.W. 93.37 FS (E.) 81.00' T.W. 80.78 FS (E.) 32.06 87.00' STAIRS ENTRYFOYER ELEV. 2-CAR GARAGE OCEAN BOULEVARDSYNTHETIC TURF DRIVEWAY DN. DN. A 9 7/8"1'-1 3/8"32.06 32.06 32.06 32.06 32.06 95.50' T.W. 95.50' T.W. 95.50' T.W. 95.00' TW 99.00' T.W. 10.0210.01 02.01 90.60' T.W.90.00' T.W. 01.01 PROPERTY LINE01.04 SIDE YARD SETBACK 02.01 FOOTPRINT OF EXISTING STRUCTURE TO BE REMOVED 02.02 CENTERLINE OF STREET02.04 CURB 02.05 GUTTER 02.27 (E.) GAS METER LOCATION REF. SURVEY & CIVIL DWGS. 02.35 (E.) TELEPHONE PULLBOX LOCATION REF. SURVEY & CIVIL DWGS. 02.37 (E.) WATER METER LOCATION REF. SURVEY & CIVIL DWGS. 02.39 (E.) ELECTRICAL PULLBOX LOCATION REF. SURVEY & CIVIL DWGS. 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.02 EXTERIOR GLASS HANDRAIL34" - 38" ABV. NOSING (36"" TYP. U.N.O.), REF. DTL. 4/AD-1 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-111.01 FIREPIT PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 32.06 PLANTED AREA COORDINATE WITH LANDSCAPE DESIGNER 32.08 TRASH LOCATION SCREEN FROM STREET AS NEEDED SCALE: 3/16" = 1'-0"1ARCHITECTURAL SITE PLANMATCH LINEMATCH LINE BRANDON ARCHITECTS DATE A-0.2 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEGRADE PLANE EXHIBIT 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. P O R T I O N B L O C K " A " EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING (65.54)FS (72.54) TD (64.68) FS (103.07) ROOF (59.24) NG (58.80) NG (105.13)CHIMNEY TOP (92.67) FS (92.63) FS (92.58) FS (92.67) FS (92.65) FS (92.78) FF (92.65) FS (93.32) FS (92.62) FS (93.28) FFG (93.25) FS (88.91) FS (93.25) FS (97.68) (95.92) TW (92.54) AD (93.94)TW (92.62)FSPROPERTYLINE PROPERTY LINE PROPERTY LINE PROPERTY LINE (92.66) FS (97.58) TWS (95.95) TW (95.61)FS (95.37) FS (95.37) FS (95.34) FS (82.31) FS (70.74)FS (52.43) FS (52.37)FS (57.86) FS (59.62) FS (62.09) FS FRENCH DRAIN FRENCH DRAIN DECK OVERHANG (95.93) TW (93.89) TW (95.92) TW (97.62) TWS (66.60) TS (66.74) FS (66.65) FS (97.63) TWS(95.75)TW(102.73)CHIMNEY TOP (66.45) FS (93.65) FS N57°07'31"E 75.40' N51°12'17"E 125.68' ACU (68.29) FS (88.64) RIDGE (45.79)FSCLM CLM FOUNTAIN N38°47'43"W 68.00'(89.63)TW(85.22)TW(79.97)NG(78.34)TW(83.68) TW (85.97)NG(69.68)TW(67.86)TW(65.64)TW(63.69) TW(62.70)TW(61.15)TW(59.95)TW(59.19) TW(57.76)TW(70.24) NG(62.72) NG (58.78)TS (57.97)TS (59.66)TS (82.30) AD (82.33) BS(70.80)BSPAPA PA PA PA (63.12)TS(55.85)TS (63.03)TS (54.60)TS (52.42) FS (60.45) TS(62.03) TS (61.26) TS (63.80) TS (63.01) FS (65.42) TS (65.34) TS (65.90) TS (65.86) FS (67.08) FS (67.24) FS (70.71) TS (67.20) FS (72.42) TD RKRKRKRKRKRK RK (93.21) FS DI PA PA DI(82.35)FS (93.36) TS (93.37)FS(85.54) TWS (89.57)TWS (96.71) TW (86.64) FS (69.05) FS (93.38)TW (89.71)TW (80.78) FS (82.36) TS(90.57)TW(72.28)FS(71.71)BS(79.73)TSPORTION OF BLOCK ATRACT NO. 186M.M. 3/40-41 PORTION OF BLOCK AM.M. 3/40-41 LOT 15TRACT NO. 1257 DENSE BRUSH CONTOURS IN THISAREA ARE APPROXIMATE (95)(94)(96)(15)(20)(25)(30)(35)(50)(55)(60)(65)(25)(30)(35)(40)(45)(50)(55)(60)(20)(15)(14)(67.20)FS (82.36)FS (82.35)TWS (76.64)NG(67.91)TW(62.72)NG(59.24)NGEAVE EAVE RIDGELINE RIDGELINE RIDGELINE EAVE RIDGELINE (103.26)RIDGE (103.26)RIDGE(101.44)EAVE(101.11)EAVE(103.02)RIDGE (102.50)RIDGE (102.83)RIDGE (103.22) RIDGE (103.30)RIDGE (103.02)RIDGE(102.89)RIDGE A KEYNOTES 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.04'-0"S.Y.S.B.4'-0"S.Y.S.B.4'-7 3/4"1'-5 3/4"30'-8 7/8" 41'-6 7/8" 50'-5 1/4" 12'-6 3/8"12'-6 3/8" 25'-0 3/4" 9'-5 1/2"4'-3 1/4"14'-6"18'-5 3/8"46'-8"65'-1 3/8"39'-0 5/8"27'-0 1/8"66'-0 7/8"39'-6 1/8"65'-2 1/4"1'-1"F.Y.S.B. 5'-0 " SE W E R EAS E M E N T 2% MIN.2% MIN. 2% MIN. 2% MIN. 02.06 02.06 2% MIN. 11.29 11.30 103.39' T.R. HT. CERT. REQ'D. 103.39' T.W. HT. CERT. REQ'D. 103.39' T.W. HT. CERT. REQ'D. 97.40' T.R. 76.64 NG 97.40' T.R. 103.39' T.R. HT. CERT. REQ'D. 92.60 FS 97.40' T.R. 72.18' INT. (E.) NG 97.40' T.R 59.24 FS A 1'-1 3/8"50'-5 1/4" 2% MIN. 02.06 02.06 ROOFING - TPO MEMBRANE ROOFING - STANDING SEAM METAL ROOFING - STANDING SEAM METAL 02.06 97.40' T.R. 70.74 FS (E.) LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK 52.43' FS (E.)59.24' NG (E.)67.72' NG (E.)76.64' NG (E.) 93.37' FS (E.) 87.87' INT. (E.) FS 82.36' FS (E.) 72.28' FS (E.) 67.20' FS (E.) 103.39' T.R. HT. CERT. REQ'D. 82.31' FS (E.) 103.39' T.R. HT. CERT. REQ'D. 93.25' FS (E.) 71.4' INT. (E.) NG/FS 70.42' INT. (E.) NG/FS64.06' INT. (E.) FS 102.59' T.W. HT. CERT. REQ'D. 102.59' T.W. HT. CERT. REQ'D. SCALE: 1/4" = 1'-0"1WARPED GRADE PLANE EXHIBIT BRANDON ARCHITECTS DATE A-1.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCE3D VIEWS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 3SOUTH AXONOMETRIC 2EAST AXONOMETRIC 4WEST AXONOMETRIC 1NORTH AXONOMETRIC BRANDON ARCHITECTS DATE A-2.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCELOWER LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. A ANNOTATION LEGEND B KEYNOTES 26 29 33 28 27 32 34 38.1 33.1 1 1 4'-0"CLR.4'-1"CLR.11"TYP.30" MIN.CLR. 30" MIN.CLR.4'-0"S.Y.S.B.4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T 3'-6"4'-10"7'-0"#DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 03.05 22.20 11.17 08.05 14.01 10.07 MEDIA ROOMMEDIA ROOM OUTDOOR PATIO 2'-6" WIDE2'-6" WIDESHUFFLEBOARD POOL TABLE ATRIUM (OPEN TO ABV.) BATH #2 GYM BATH #5 SAUNA STOR. / W.I.C. ELEV. LAUNDRY MECH. BEDROOM #2 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.0 UP 21R x 6"13 14 41 38 40 36 35 12 11 39 4'-10" 03.07 03.07 03.07 03.05 22.20 08.03 LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK DECK OUTLINE (REF. SHEET A-0.1 FOR MORE INFORMATION) A A ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/.I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - ASSELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY& DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOODPOST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 03.05 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITIONCOORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.07 DEPRESSED SLAB FOR SLIDING/POCKET DOORS COORD. WITH DOOR MFG. & GENERAL CONTRACTOR. 08.03 DOOR TO MEET EGRESS REQ'D.08.05 WINDOW TO MEET EGRESS REQUIREMENTS REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 11.17 FIREPLACE PREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 14.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TOARCH. PRIOR TO PURCHASE & INSTALLATION 22.20 CUSTOM SHOWER SEAT PER I.D. SCALE: 1/4" = 1'-0"1LOWER LEVEL FLOOR PLAN BRANDON ARCHITECTS DATE A-2.1 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEMAIN LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. A ANNOTATION LEGEND B KEYNOTES UP 17R x 7 3/8"9 25 23 24 31 27.1 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 4'-1"CLR.4'-0"CLR.4'-0"CLR. 8'-4 1/2"CLR.11"TYP.30" MIN.CLR. 1'-1"F.Y.S.B. 5'-0 " SE W E R EAS E M E N T 10.07 14.01 06.34 10.01 05.04 05.042% MIN. 2% MIN. 10.04 08.05 11.17 11.01 03.05 22.05 STAIRS ELEV. MECH. PANTRY BUTLER'SKITCHENGREAT ROOM DINING ATRIUM (OPEN TO ABV./BLW.)3'-6" WIDE3'-6" WIDE60" SQUARE DINING TABLE 2'-3" WIDEMASTER W.I.C. MASTER BATH MASTER SUITE W.C. POWDER 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.0 22 21 DN.21R x 6"8 25 26 7 10 27.3 27 27.2 4'-0"S.Y.S.B.LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK OUTDOOR LIVING / DINING (TRELLIS ABV.) ATRIUM (OPEN TO ABV.) SEAT W.C. A A ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/.I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - ASSELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY& DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOODPOST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 03.05 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITIONCOORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 05.04 STEEL TRELLIS PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 06.34 KITCHEN ISLANDBASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 08.05 WINDOW TO MEET EGRESS REQUIREMENTS REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.04 INTERIOR GLASS GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 11.01 FIREPIT PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 11.17 FIREPLACEPREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES.) 14.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 22.05 SHOWER PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) SCALE: 1/4" = 1'-0"1MAIN LEVEL FLOOR PLAN BRANDON ARCHITECTS DATE A-2.2 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEUPPER LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. A ANNOTATION LEGEND B KEYNOTES 18 3 DN.17R x 7 3/8"UP 10R x 7 1/4"23 5 15 4 19 24 22 91110 14 8 19.1 24.1 13 12 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 4'-0"CLR.4'-0"CLR. 8'-4 1/2"CLR.11"TYP.30" MIN.CLR. 30" MIN.CLR.2'-0"4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.0 10.01 10.01 10.04 10.04 10.07 05.04 05.04 2% MIN. 2% MIN. 32.06 32.06 08.05 14.01 08.05 2% MIN. 03.0522.05 03.05 22.05 08.03 17 MECHANICAL / STORAGE (GARAGE ABOVE) BALCONYGREEN ROOF BALCONY 4'-11 5/8" (CLG. HT.) ATRIUM (OPEN TO ABV./BLW.) PRINTER/SCANNER HIGH CABINETS SEAT EXTRA CHAIR EXTRA CHAIR 3'-6" WIDEMARSHA'S OFFICE BEDROOM #3 BATH #5 BATH #6 RON'S OFFICE W.I.C.W.I.C. MECH. 16 6 18 23.1 1720 21 7 1'-1"F.Y.S.B.4'-0"S.Y.S.B.LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK TRELLISTRELLIS ATRIUM (OPEN TO ABV.) ELEV. A A ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/.I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - ASSELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY& DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOODPOST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 03.05 DEPRESS STRUCTURE FOR FLUSH SHOWER CONDITIONCOORD. WITH I.D. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 05.04 STEEL TRELLIS PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 08.03 DOOR TO MEET EGRESS REQ'D.08.05 WINDOW TO MEET EGRESS REQUIREMENTS REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.04 INTERIOR GLASS GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 14.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 22.05 SHOWERPROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2) 32.06 PLANTED AREA COORDINATE WITH LANDSCAPE DESIGNER SCALE: 1/4" = 1'-0"1UPPER LEVEL FLOOR PLAN BRANDON ARCHITECTS DATE A-2.3 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEGARAGE LEVEL FLOOR PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. A ANNOTATION LEGEND B KEYNOTES 6 5 4 DN.10R x 7 1/4"2 16.1 3 1 2 1 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.04'-0"S.Y.S.B.1'-1"F.Y.S.B. 5'-0 " SE W E R EAS E M E N T +93.00' F.F. 14.01 10.07 10.04 2% MIN. 2% MIN. 2% MIN. 06.43 STAIRS ENTRYFOYER ELEV. 2-CAR GARAGE ATRIUM (OPEN TO BLW.) 15 A A 16 22'-0"CLR.22'-0"CLR. 20'-0 1/8"CLR.4'-0"S.Y.S.B.LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK ACCESS HATCH TO BLW.1819 ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/.I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - ASSELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY& DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THE CLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE A BACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS AND LANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVIL AND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOR OPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOODPOST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLAND SINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 10.04 INTERIOR GLASS GUARDRAILMIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-114.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION SCALE: 1/4" = 1'-0"1GARAGE LEVEL FLOOR PLAN BRANDON ARCHITECTS DATE A-2.4 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCELOWER LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 26 29 33 28 27 32 34 38.1 33.1 1 1 59'-10 3/8"4'-1 1/2"7'-0 3/4"14'-4 7/8"11'-4"5'-6 3/4"10'-7"6'-9 5/8"48'-6" 27'-10 1/8"20'-7 7/8" 4'-8 1/4"4'-5 1/8"7'-3 1/2"11'-5 1/8"12'-4 1/8"8'-3 3/4" 2'-11 7/8"8'-8"2'-2 3/8"4'-0 5/8"4'-0"10'-5 1/4" 32'-4 1/8"56'-3"21'-10 3/4"34'-4 1/4"6"11"5'-5"15'-0 3/4"8'-2 7/8"8'-2 1/4"8'-10 3/4"9'-0 1/4"4'-0"S.Y.S.B.1'-1"F.Y.S.B.4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T 08.05 OUTDOOR PATIO 2'-6" WIDE2'-6" WIDESHUFFLEBOARD POOL TABLE ATRIUM (OPEN TO ABV.) BATH #2 GYM BATH #5 SAUNA STOR. / W.I.C. ELEV. LAUNDRY MECH. BEDROOM #2 1 2 3 4 5 6 7 8 9 1011 12 13 14 15 16 17 18 19 20 21 UP 13 14 41 38 40 36 35 12 11 39 08.03 LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK DECK OUTLINE (REF. SHEET A-0.1 FOR MORE INFORMATION) A A A GENERAL NOTES B ANNOTATION LEGEND DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP.RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. &OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THECLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE ABACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOTLESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS ANDLANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVILAND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEADAND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOROPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLANDSINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION BRANDON ARCHITECTS DATE A-2.5 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEMAIN LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon.A GENERAL NOTES B ANNOTATION LEGEND DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP.RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. &OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THECLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE ABACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOTLESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS ANDLANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVILAND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEADAND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOROPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLANDSINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 UP 9 25 23 24 31 27.1 1 1 59'-3 3/4"25'-0 3/8"8'-9 1/4"2'-6 3/4"5'-6 3/4"17'-2 5/8"2"48'-6" 16'-2 7/8"32'-3 1/8" 12'-8 7/8"3'-6" 1 7/8" 21'-3 1/8"10'-10 1/8"1'-0"13'-9 7/8"F.V.23'-1"16'-5 1/2"17'-7 3/4"57'-2 1/4"16'-1 7/8" 5'-0 3/8"16'-2 7/8"F.V. 53'-7 3/8" 32'-5 1/2"21'-1 7/8"4'-0"S.Y.S.B.1'-1"F.Y.S.B.4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T STAIRS ELEV. MECH. PANTRY BUTLER'SKITCHENGREAT ROOM DINING ATRIUM (OPEN TO ABV./BLW.)3'-6" WIDE3'-6" WIDE60" SQUARE DINING TABLE 2'-3" WIDEMASTER W.I.C. MASTER BATH MASTER SUITE W.C. POWDER 22 21 9 1011 12 13 14 15 16 17 18 19 20 21DN. 8 25 26 7 10 27.3 27 27.214'-10 1/2"F.V.1'-7 1/4"1'-0"6 1/4"4'-9 7/8"15'-1 5/8"16'-4 1/2"1"16'-8 3/4"11"5'-1 3/8"4'-8 1/4"4'-5 1/8"7'-3 1/2"4'-9 1/4"5'-5 3/8"F.V. 8 1/2" 20'-1 3/8" 1'-0 1/2" LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK OUTDOOR LIVING / DINING (TRELLIS ABV.) ATRIUM (OPEN TO ABV.) SEAT W.C. A A BRANDON ARCHITECTS DATE A-2.6 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEUPPER LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 18 3 7 8 9 10 11 12 13 14 15 16 17DN. 1 2 3 4 5 6 7 8 9 10 UP 23 5 15 4 19 24 22 91110 14 8 19.1 24.1 13 12 1 1 56'-9 3/8"40'-1 1/8"16'-8 1/4"23'-1 3/4"11'-4"5'-7 3/8"2'-9 3/8"2'-8 3/4"11'-2 1/8"F.V.43'-2 1/8" 19'-8 3/8"23'-5 3/4" 3'-9 5/8"F.V.7'-3 1/2"2'-11 3/4"3'-1"2'-6 5/8"23'-5 3/4" 11'-11 1/4"F.V.3'-10 3/8"1'-8 3/8"2'-2 7/8"12'-1 7/8"F.V. 5 3/8" 32'-4 1/8"4'-0"S.Y.S.B.4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T 32.06 MECHANICAL / STORAGE (GARAGE ABOVE) BALCONYGREEN ROOF BALCONY 4'-11 5/8" (CLG. HT.) ATRIUM (OPEN TO ABV./BLW.) PRINTER/SCANNER HIGH CABINETS SEAT EXTRA CHAIR EXTRA CHAIR 3'-6" WIDEMARSHA'S OFFICE BEDROOM #3 BATH #5 BATH #6 RON'S OFFICE W.I.C.W.I.C. MECH. 16 6 18 23.1 1720 21 7 1'-7 1/8"1'-0"17'-3 3/4"F.V.2'-7 7/8"6 1/8"16'-4 1/2"F.V.6 1/8"16'-8 7/8"F.V.2'-7 1/8"19'-11 5/8"34'-1 5/8"56'-8 3/8"1'-1"F.Y.S.B. LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK TRELLISTRELLIS ATRIUM (OPEN TO ABV.) ELEV. A A A GENERAL NOTES B ANNOTATION LEGEND DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP.RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. &OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THECLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE ABACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOTLESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS ANDLANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVILAND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEADAND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOROPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLANDSINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION BRANDON ARCHITECTS DATE A-2.7 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEGARAGE LEVEL DIMENSION PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 6 5 4 8 9 10 DN. 2 16.1 3 1 2 1 1 1 23'-8 7/8" 22'-7 1/4" 1'-1 5/8"40'-0 1/8"2'-0 5/8"6"18'-0"CLR.2'-0 5/8"5'-10 5/8"5'-5 3/8"6'-0 7/8"7'-3 1/2"4'-1 1/4"23'-1 1/4" 15'-5"7'-8 1/4"40'-0 1/8"22'-7 1/4"17'-4 7/8"1'-1"F.Y.S.B.4'-0"S.Y.S.B.5'-0 " SE W E R EAS E M E N T 2% MIN. 2% MIN. 2% MIN. STAIRS ENTRYFOYER ELEV. 2-CAR GARAGE ATRIUM (OPEN TO BLW.) 15 A A 16 4'-0"S.Y.S.B.LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK ACCESS HATCH TO BLW.1819 A GENERAL NOTES B ANNOTATION LEGEND DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED W/. 2X6 STUD MIN. U.N.O. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD DOORS AND WINDOWS WILL TYPICALLY BE RECESSED FROM EXTERIOR WALL PLANE. VERIFY ALL ROUGH OPENING DIMENSIONS WITH DOOR AND WINDOW MFGR. ROUGH OPENING MAY NEED TO BE OVERSIZED TO ACCOUNT FOR ADDITIONAL FRAMING. SEE SHT. AD-2.0 FOR TYP.RECESSED CONDITIONS. GARAGE FLOOR: GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. (R309.1) PLUMBING: 1. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THE CONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITH ASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC 402.5) 2. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6) 3. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN A GARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TO MECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THE VEHICLE. (CPC 507.13) 4. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE AT THE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITH STRAPPING AT LOWER POINT. WOOD OR WOODBASED PRODUCTS NOTE: WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS: 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES (203 MM) FROM THE EXPOSED GROUND. 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER. 4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH (12.7 MM) ON TOPS, SIDES AND ENDS. 5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES (152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS, PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER. 6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER, SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTURE BARRIER. 7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRY WALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL AND THE FURRING STRIPS OR FRAMING MEMBERS. *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ROOM NAME UP 19R x 7 5/8" D REF / FRZ W / DW DW TR 1 15'-6" 1 A-4.0 1 A-5.0 01.13 1 ELEVATION/SECTION INDICATOR ROOM TAG KEYNOTE TAG SPOT ELEVATION 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 FIRE RATED CEILING ASS'Y - REF. DTLS. 7/AD-1 1i WINDOW TAG DOOR TAG CASEWORK, BASE CABINET W/. COUNTERTOP - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CASEWORK, UPPER CABINET/SHELVES - AS SELECTED PER I.D., VERIFY W/. I.D. &OWNER REFRIGERATOR (REF) & FREEZER (FRZ) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND WATER SUPPLY AS REQUIRED VANITY SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – LAVATORY TO HAVE 24” MIN. CLEAR SPACE IN FRONT OF IT.(CPC 402.5) W/. MAXIMUM FLOW RATE OF 1.2 GPM @ 60 PSI AND MIN. FLOW RATE OF 0.8 GPM @ 20 PSI PER SECTION 4.303.1 OF CALGREEN BUILT-IN APPLIANCE, DISHWASHER (DW) & TRASH COMPACTOR (TR) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , WATER SUPPLY & DRAINAGE PIPE AS REQUIRED WASHER (W) & DRYER (D) / STACKED (W/D) - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER , GAS, WATER SUPPLY & DRAINAGE AS REQUIRED - THECLOTHES DRYERS VENT SHALL BE OF A RIGID METALLIC MATERIAL AND HAVE ABACKDRAFT DAMPER (CMC 504.4) AND SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH WITH MAX. OF TWO (2) 90-DEGREE ELBOW, SUBTRACT 2-FEET FOR EACH ADDITIONAL 90- DEGREE ELBOW. SEE WASHER & DRYER NOTES, REF. T-1.1. TOILET - WATER CLOSET SHALL BE IN COMPLIANCE OF SECTION 411.0 OF CPC AND HAS MAX EFFECTIVE FLUSH RATE OF 1.28 GAL. PER FLUSH (CPC 411.2). WATER CLOSETS CLR. TO BE 24” IN FRONT AND 15” FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5 & CRC R307) – REF. CALGREEN NOTES ON T SHTS. FOR MAX FLOW RATE STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL OF NOTLESS THAN 1 FOOT CANDLE AS MEASURED AT THE CENTER OF TREADS ANDLANDING WITH ARTIFICIAL LIGHTING (R303.7) - REF. DTL. 3/AD-1 ELEVATOR - PRIVATE RESIDENCE ELEVATOR IN COMPLIANCE W/. ASME A17.1/CSA B44 AS SELECTED PER PLANS, VERIFY W/. OWNER – PROVIDE POWER AS REQUIRED (CRC R321.1) EXT. STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE ARTIFICIAL LIGHT SOURCE AT THE TOP LANDING AND FOR STAIR TO THE BASEMENT AT BOTH TOP AND BOTTOM LANDING (R303.8) - REF. DTL. 3/AD-1 -VERIFY TREADS DEPTH AND RISERS HT. W/. CIVILAND LANDSCAPE DWGS WINDOW - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A- 7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEAD AND SILL DETAILS, PROVIDE FLASHING AND WATERPROOFING AT WINDOW OPENING PER THE WINDOW MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC DOORS - AS SPECIFIED, SEE WINDOW SCHEDULE AND GENERAL NOTES ON SHEET A-7.0 - SHGC & U-FCTOR PER T-24 ENERGY REPORT – SEE SHEET AD-2.0 FOR JAMB, HEADAND THRESHOLD DETAILS, PROVIDE FLASHING AND WATERPROOFING AT DOOROPENING PER THE DOOR MFGR. INSTRUCTION AND/OR FLASHING MFGR. INSTRUCTION PER SECTIONS R609.1 & R703.4 OF CRC FIREPLACE - FACTORY-BUILT DIRECT VENT GAS FIREPLACE W/. SEALED COMBUSTION (CALGREEN 4.503) - FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) STRUCTURAL STEEL COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT AND SEAL AS REQUIRED – ARCH. TO APPV. COLOR FOR EXPOSED STEEL COLUMNS BUILT-IN CLOSET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER STRUCTURAL WOOD POST/COLUMN - PER STRUCT., REF. STRUTC. DWGS, - PAINT, STAIN AND SEAL AS REQUIRED – ARCH. TO APPV. PAINT COLOR FOR EXPOSED WOOD POST/COLUMN, IF TO BE STAINED PROVIDE STAINED SAMPLE FOR ARCH, APPROVAL RECESSED MAIN SERVICE PANEL - 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) – GC TO COORDINATE W/. UTILITY COMPANY FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFG'R. – INSTALL PER MFGR. INSTRUCTION KITCHEN / BAR SINK - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – SINK TO COMPLY W/. REQUIREMENT OF SECTION 420.0 OF CPC AND HAVE A MAX FLOW RATE OF 1.8 GPM @ 60 PSI PER SECTION 4.303.1 OF CALGREEN – TRAP AND VENT FOR ISLANDSINK AND SIMILAR EQUIPMENT SHALL BE PER SECTION 909.0 OF CPC KITCHEN RANGE WITH EXHAUST HOOD - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER – PROVIDE POWER AND GAS AS REQUIRED - 30” MIN. VERTICAL CLEARANCE TO ANY COMBUSTIBLE MATERIAL ABV. COOKING TOP (CMC 920.3.2) –EXHAUST HOOD TO HAVE EXHAUST RATE OF MIN. 100 CFM AND VENT TO OUTDOOR , HOOD DUCTS TO BE OF METAL WITH SMOOTH INTERIOR FINISH PER SECTION 504.3 OF CMC CASEWORK, TALL CABINET - AS SELECTED PER I.D., VERIFY W/. I.D. & OWNER CALL-OUT TAG REVISION TAG ROOF/DECK DRAIN - PER CHAPTER 11 OF CPC - SIZE THE DRAIN AND PIPING PER TABLE 1103.1 AND 1103.2 OF CPC – ROOF DRAIN SHALL HAVE DOMED STRAINER (CPC 1102.2) – REF. DETAIL 11/AD-1.0 OVERFLOW OR EMERGENCY DRAIN - PER CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUC., SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DTL. 11/AD-1.0 CHANNEL DRAIN - CHANNEL DRAIN W/. GRATE IN COMPLIANCE W/. CHAPTER 11 OF CPC - COPPER OR EQ., INSTALL PER MFGR. INSTRUCTION, SLOPED TOWARD IN-WALL DRAIN INLETS – SLOPE AND SIZE PER TABLE 1103.3 OF CPC – REF. DETAIL 11/AD-1.0, ARCH. TO APPV. GRATE COLOR AND TYPE A/C CONDENSER / HEAT PUMP - TO BE IN COMPLIANCE OF SECTION 307.3 OF CPC AS SELECTED, VERIFY W/. OWNER - SIZE TBD, SEE T-24 ENERGY REPORT FOR MORE INFO – PROVIDE POWER AND SOUND DAMPENING PAD AS REQ’D. – INSTALL AND MAINTAIN REQUIRED CLEARANCES PER MFGR. INSTRUCTION BRANDON ARCHITECTS DATE A-3.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEROOF PLAN 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon.A GENERAL NOTES B KEYNOTES DIMENSION NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA ENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES: 1. ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC AND UNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16” MIN. AND 1/4” MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16” MIN. AND 1/4” MAX. OPENING IN ROOF FRAMING MEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES. (R806.1) 2. THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECT LOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING ANDWHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTERSPACE PER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2) 3. PROVIDE 1” SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING, BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3) 4. INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR IN WALL ASSEMBLIES PER SECTION R703.1. 5. FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30” (VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILING JOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOT LESS THAN 22”X30” WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATED IN THE WALL THEN THE WIDTH SHOULD BE 22” AND HEIGHT SHOULD BE 30” MIN. IF LOCATED IN CEILING THEN THE MIN. UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30” FROM THE BOTTOM OF CEILING JOIST AT SOME POINT. ROOF DRAINAGE: IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGS SHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGE SYSTEM. (R801.3) - REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM. WEATHER PROTECTION: 1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCE WITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE CHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TO PROTECT THE BUILDING OR STRUCTURE. (R903.1) 2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS, PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2) 3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVE OF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1) 4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762 MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THE SAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK "HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2) 5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THAN THE THICKNESS OF THE PARAPET WALL. (R903.3) 6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF. IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERSSHALL BE PROVIDED PER SECTION R903.4.1. (R903.4) MISC. NOTES: 1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE 2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS. 3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. 4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANS 02.06 EAVE OF EXISTING STRUCTURE NOT A PART 11.29 CHIMNEY CAP/SPARK ARRESTOR AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11.30 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.04'-0"S.Y.S.B.4'-0"S.Y.S.B.4'-7 3/4"1'-5 3/4"30'-8 7/8" 41'-6 7/8" 50'-5 1/4" 9'-5 1/2"4'-3 1/4"1'-1"F.Y.S.B. 5'-0 " SE W E R EAS E M E N T 2% MIN.2% MIN. 2% MIN. 2% MIN. 02.06 02.06 2% MIN. 11.29 11.30 103.39' T.R. HT. CERT. REQ'D. 103.39' T.W. HT. CERT. REQ'D. 103.39' T.W. HT. CERT. REQ'D. 97.40' T.R. 76.64 NG 97.40' T.R. 103.39' T.R. HT. CERT. REQ'D. 92.60 FS 97.40' T.R. 97.40' T.R 59.24 FS A A1'-1 3/8"50'-5 1/4" 2% MIN. 02.06 02.06 ROOFING - TPO MEMBRANE ROOFING - STANDING SEAM METAL ROOFING - STANDING SEAM METAL 02.06 97.40' T.R. 70.74 FS (E.) LIMIT OF DEVELOPMENT FURTHEST LINE OF EXISTING PATIO/DECK 103.39' T.R. HT. CERT. REQ'D. 82.31' FS (E.) 103.39' T.R. HT. CERT. REQ'D. 93.25' FS (E.) 102.59' T.W. HT. CERT. REQ'D. 102.59' T.W. HT. CERT. REQ'D. SCALE: 1/4" = 1'-0"1ROOF PLAN BRANDON ARCHITECTS DATE A-4.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEEXTERIOR ELEVATIONS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. C KEYNOTES A MATERIAL SPECIFICATIONS B GENERAL NOTES WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM WOOD SIDING: MANUFACTURER: TBD COLOR: TBDAPPLICATION: TBDCODE: TBD ROOFING: PRODUCT: TBDMFGR: TBDCOLOR: TO BE APPROVED BY ARCH. & OWNER APPLICATION: TBD CODE: ICC # ESR-_____ WEIGHT: ???? LBS./S.F. GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: TUFFLEX POLYMERS ADDRESS: 10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB: WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 101.50' 103.39'42" MIN.ABV. F.F.42" MIN.ABV. F.F.10'-6"10'-6"9'-6"5'-0"35'-6"8'-6"37'-4 5/8"96.50'3'-6"SILL HT.3'-6"SILL HT.9'-6"HD. HT.9'-6"HD. HT.7"TYP.11"TYP. 103.39' HT. CERT. REQ'D. 87.00' 90.50' TR 69.50' TR 97.40'2% MIN. 2% MIN.2% MIN. 2% MIN. 94.00' T.W. 98.00' T.W. 103.39' HT. CERT. REQ'D. BOARDFORM CONCRETE BOARDFORM CONCRETE STUCCO - WHITE STUCCO - WHITE 25 29 10 18 LOW ROOF PLATE ROOF PLATE TYP. 3'-0" ABV. MEAN CURB PL WALL FACE SITS AT A DIFFERENT ANGLE THEN WALL FACE ABOVESEE A-2.1 FOR PLAN VIEW A 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 9'-6"5'-0"42" MIN.ABV. F.F.96.50' 103.39'7'-6"SILL HT.9'-6"HD. HT.8'-6"HD. HT.8'-6"101.50'6'-0"101.50' ROOF PLATE TYP. 103.39' 3'-0" ABV. MEAN CURB 95.50' T.W.95.50' T.W. 98.00' T.W. 94.00' T.W. 88.00' T.W. 96.52' T.R. 103.39' HT. CERT. REQ'D. 2% MIN. 85.50' T.W. 103.39' HT. CERT. REQ'D. 97.40'12 8 7 3 LOW ROOF PLATE 3'-0" ABV. MEAN CURB ROOF PLATE TYP. PL 06.19 DECO. 15" C-CHANNEL STEEL FASCIA09.09 STUCCO FINISH MIN. 7/8" THK. W/. DIA. LATH, COLOR AS SEL., REF. MAT. SCHEDULE A-4.0 SCALE: 1/4" = 1'-0"2SOUTHEAST ELEVATION SCALE: 1/4" = 1'-0"1FRONT ELEVATION - NORTHEAST BRANDON ARCHITECTS DATE A-4.1 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEEXTERIOR ELEVATIONS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. C KEYNOTES A MATERIAL SPECIFICATIONS B GENERAL NOTES WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM WOOD SIDING: MANUFACTURER: TBD COLOR: TBDAPPLICATION: TBDCODE: TBD ROOFING: PRODUCT: TBDMFGR: TBDCOLOR: TO BE APPROVED BY ARCH. & OWNER APPLICATION: TBD CODE: ICC # ESR-_____ WEIGHT: ???? LBS./S.F. GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WEB: WWW.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: MFGR: TUFFLEX POLYMERS ADDRESS: 10880 POPLAR AVE., FONTANA, CA PHONE: 909.349.2016 WEB: WWW.TUFFLEXPOLYMERS.COM CODE: ICC # ESR-2505 FLASHING & WEATHERSTRIPPING PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. 66.00' LOWER LEVEL FF 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 101.50' 103.39' 101.50' 103.39'42" MIN.ABV. F.F.42" MIN.ABV. F.F42" MIN.ABV. F.F.30'-6"5'-0"35'-6"37'-4 5/8"96.50'96.50'2'-0"MIN.1'-0"MAX89.00' T.W. 72.15' T.W. 87.00' T.W. 96.52' T.R. 2% MIN.2% MIN. 08.05 08.05 08.05 95.00' T.W. 99.00' T.W. 97.40'97.40' 08.05 78.50' T.W. 85.50' T.W. 88.00' T.W.2'-0" STEPBACK 68.72' T.W. 90.60' T.W. 90.00' T.W. 5 13 22 2 9 28 26 27 1110 21 1312 ROOF PLATEROOF PLATE TYP. 3'-0" ABV. MEAN CURB LOW ROOF PLATELOW ROOF PLATE 3'-0" ABV. MEAN CURB PL A 66.00' LOWER LEVEL FF 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 96.50' 101.50' 103.39' 101.50' 103.39'42" MIN.ABV. F.F.42" MIN.ABV. F.F.10'-6"20'-0"5'-0"35'-6"37'-4 5/8"96.50'8'-6"HD. HT.9'-6"HD. HT.9'-6"HD. HT.9'-6"HD. HT.103.39' HT. CERT. REQ'D. 90.50' T.R. 80.00' T.R. 69.50' T.R. 90.50' T.R. 89.00' T.W. 71.00' T.W. 77.00' T.W. 81.00' T.W. 88.00' T.W. 90.50' T.W. 2% MIN.2% MIN. 97.40'97.40' 103.39' HT. CERT. REQ'D. 15 6 9 4 23 14 3 6 16 54 7 141211 24 ROOF PLATE TYP. 3'-0" ABV. MEAN CURB LOW ROOF PLATELOW ROOF PLATE ROOF PLATE TYP. 3'-0" ABV. MEAN CURB PL 78.50' T.W. 72.15' T.W. 85.50' T.W. 90.50' T.W. 01.01 PROPERTY LINE01.04 SIDE YARD SETBACK 02.27 (E.) GAS METER LOCATION REF. SURVEY & CIVIL DWGS. 02.35 (E.) TELEPHONE BOX LOCATIONREF. SURVEY & CIVIL DWGS. 02.37 (E.) WATER METER LOCATION REF. SURVEY & CIVIL DWGS. 03.04 DEPRESSED SLAB/STRUCTURE FOR FIREPLACE COORD. WITH MFG'R. & GENERAL CONTRACTOR, REF. STRUCT. DWGS. 03.07 DEPRESSED SLAB FOR SLIDING/POCKET DOORS COORD. WITH DOOR MFG. & GENERAL CONTRACTOR. 05.04 STEEL TRELLIS PAINT & SEAL AS SEL. - ARCH. TO APPV. - SIZE & CONN. PER STRUCT. 06.34 KITCHEN ISLAND BASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER 06.45 VANITY CASEWORK SINK, BASE CABINET AND COUNTER - VERIFY SIZE W/. I.D. & OWNER08.05 WINDOW TO MEET EGRESS REQUIREMENTS REF. DOOR AND WINDOW NOTES #6, SHT. A-7.0 10.01 EXTERIOR GLASS GUARDRAIL TEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-110.04 INTERIOR GLASS GUARDRAIL MIN. 42" HIGH - MATERIAL AS SELECTED, <4" MAX. SPHERE OPENING, REF. DTL. 4/AD-1 10.07 STAIRS MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 11.01 FIREPIT PROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER 11.17 FIREPLACE PREFABRICATED, GAS ONLY, 'ISOKERN,' ICC# ESR-2316 [REF. DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 14.01 RESIDENTIAL ELEVATOR 'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 22.20 CUSTOM SHOWERSEAT PER I.D. 32.05 MAIL-BOX VERIFY LOCATION W/. OWNER 32.06 PLANTED AREA COORDINATE WITH LANDSCAPE DESIGNER 32.08 TRASH LOCATION SCREEN FROM STREET AS NEEDED SCALE: 1/4" = 1'-0"2NORTHWEST ELEVATION SCALE: 1/4" = 1'-0"1SOUTHWEST ELEVATION BRANDON ARCHITECTS DATE A-5.0 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEARCHITECTURAL SECTIONS 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. A FIRE-BLOCKING & DRAFT STOP NOTES B INSULATION SCHEDULE C ANNOTATION LEGEND D KEYNOTES FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIREBLOCKS AND DRAFT STOPS SHALL BE MAINTAINED. FIRE BLOCKS FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS ORBLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPSDRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR-CEILING ASSEMBLIES DRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED ASREQUIRED FOR THE PARTITIONS. EXTERIOR WALL: 2 x 4 CONST.: R-13 MIN. 2 x 6 CONST. OR LARGER: R-20 MIN. RAISED FLOOR: R-30 MIN. ROOF: R-30 NOTES: 1. REF. T-24 REPORT FOR MORE INFORMATION 2. PROVIDE BID FOR INSULATION OF ENTIRE HOME *TOTAL R-VALUE INCLUDING THE RIDGID AND SPRAYED AIR-IMPERMEABLE INSULATION WHERE OCCURS FOR UNVENTED ASSEMBLY **ALWAYS CHECK THIS INSULATION SCHEDULE FOR CONFORMANCE WITH THE TITLE 24 REPORT** ROOM NAME 1 15'-6" 1 A-5.0 1 01.13 1-HR RATED EXT CONDITION - REF. DTLS. 14/AD-1 1-HR RATED INT CONDITION - REF. DTLS. 7/AD-1 UNVENTED ROOF ASSEMBLY ROOF FRAMING - PER STRUCT., REF. STRUCT. DWGS. – UNVENTED ASSEMBLY TO COMPLY W/. SECTION R806.5 OF CRC, AIR- IMPERMEABLE VALUE PER TABLE R806.5 OF CRC INSULATED BUILDING ENVELOPE - 2X STUDS PER PLANS, SEE DIMENSION PLANS FOR MORE INFO – INSULATION PER INSULATION SCHEDULE AND T-24 ENERGY REPORTS 1i WINDOW TAG DOOR TAG CALL-OUT TAG REVISION TAG ROOM TAG VENTED ROOF ASSEMBLY ROOF FRAMING - PER STRUCT., REF. STRUCT. DWGS. – PROVIDE CROSS VENTILATION PER SECTION R806 OF CRC, SEE ROOF PLAN SHEET A-3.0 FOR ATTIC VENT CALC AND MORE INFO 1-HR RATED FLOOR/CEILING ASS'Y - REF. DTLS. 7/AD-1 CONCRETE WALL / PODIUM DECK - PER STRUCT. REF. STRUCT DWGS. – FOR SLAB ON GRADE PROVIDE BASE PER R506.2.2 AND VAPOR RETARDER PER R506.2.3 W/. CAPILLARY BREAK SECTION INDICATOR SPOT ELEVATION KEYNOTE TAG 66.00' LOWER LEVEL FF 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 101.50' 96.50'8'-6"37'-4 5/8"42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.7"TYP.7"TYP.4'-11 5/8"5'-9 5/8"16'-4" 27'-6"10'-6"10'-6"6'-0"3'-6"STOR. / W.I.C. 103.39' 3'-0" ABV. MEAN CURB 103.39' 3'-0" ABV. MEAN CURB 16 1720 26 2 PANTRYDINING MEDIA ROOM FOYER BREEZEWAY STAIRS STAIRSWINE MECH. ROOF PLATE TYP. LOW ROOF PLATE PL 2% MIN.2% MIN. 2% MIN. 2% MIN. SLOPE PER CIVIL OUTDOOR LIVING / DINING OURDOOR LOUNGE 2% MIN. A 66.00' LOWER LEVEL FF 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 7"TYP.11"TYP.7"TYP.11"TYP.7"TYP.11"TYP.7"TYP.11"TYP.7"TYP.11"TYP.4'-11 5/8"101.50' 103.39' 96.50' 101.50' 103.39'10'-6"10'-6"6'-0"3'-6"5'-0"37'-4 5/8"10'-6"10'-6"6'-0"8'-6"37'-4 5/8"BEDROOM #3W.I.C. MASTER W.I.C. LAUNDRYGYMBATH #5 2% MIN.2% MIN. 2% MIN. 1815 3654 3439 7 19 38.1 BUTLER'S PANTRY MECH. 2-CAR GARAGE STAIRS STAIRS STAIRS MECH. ROOF PLATE TYP. 3'-0" ABV. MEAN CURB LOW ROOF PLATE ROOF PLATE TYP. 3'-0" ABV. MEAN CURB SCALE: 1/4" = 1'-0"1LONGITUDINAL SECTION SCALE: 1/4" = 1'-0"2TRANSVERSE SECTION BRANDON ARCHITECTS DATE EX-1 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEROOF PLAN EXHIBIT 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 1 1 #DrgID #LayID #DrgID #LayID 2 A-5.0 2 A-5.0 3 EX-2 2 EX-2 2 EX-2 2 EX-6 1 EX-6 1 EX-6 1 A-4.1 2 A-4.1 1 A-4.0 2 A-4.04'-0"S.Y.S.B.4'-0"S.Y.S.B.4'-7 3/4"1'-5 3/4"30'-8 7/8" 41'-6 7/8" 50'-5 1/4" 9'-5 1/2"4'-3 1/4"1'-1"F.Y.S.B. 5'-0" SEW E R EAS E M E N T 2% MIN.2% MIN. 2% MIN. 2% MIN. 02.06 02.06 2% MIN. 11.2911.30 103.39' T.R.HT. CERT. REQ'D. 103.39' T.W.HT. CERT. REQ'D.103.39' T.W.HT. CERT. REQ'D. 97.40' T.R.76.64 NG 97.40' T.R. 103.39' T.R.HT. CERT. REQ'D.92.60 FS 97.40' T.R. 97.40' T.R59.24 FS A 1'-1 3/8"50'-5 1/4" 2% MIN. 02.06 02.06 ROOFING - TPO MEMBRANE ROOFING - STANDING SEAM METAL ROOFING - STANDING SEAM METAL 02.06 97.40' T.R.70.74 FS (E.) LIMIT OF DEVELOPMENTFURTHEST LINE OFEXISTING PATIO/DECK 103.39' T.R.HT. CERT. REQ'D.82.31' FS (E.) 103.39' T.R.HT. CERT. REQ'D.93.25' FS (E.) 102.59' T.W. HT. CERT. REQ'D. 102.59' T.W.HT. CERT. REQ'D. P O R T I O N B L O C K " A " (98.76)TC (98.10)FL (98.90)TC (98.12)FL (99.35)TC (98.63)FL (100.14)TC (99.33)FL (100.85)TC (100.15)FL (101.38)TC (100.59)FL (100.39)TW (100.14)FS (99.79)FL (99.55) FS (100.42) FS (98.75) FS (98.07) FS (98.85) FS (98.97)FS (98.99)FS (99.86) FS (99.45)TW (98.08)NG EXISTING BUILDING EXISTING BUILDING EXISTING BUILDING (65.54)FS (72.54)TD (64.68)FS (103.07)ROOF (59.24)NG (58.80)NG (105.13)CHIMNEY TOP (92.67) FS (92.63) FS (92.58) FS (92.67) FS (92.65) FS (92.78) FF (92.65) FS (93.32) FS (92.62) FS (93.28) FFG (93.25) FS (88.91)FS (100.65) FS (100.66) FS (100.10)TC 0" (99.53)TC 0" (99.38)FS (99.55) FS (99.52)FS (100.05) FS (93.25) FS (100.72) TW (101.12)TW(100.99) FS (101.37)FS (98.70) FS (99.00)TW (99.14) TW (97.68) TW(95.92)TW (92.54)AD (93.94)TW (92.62)FSPROPERTYLINE PROPERTY LINE PROPERTY LINE PROPERTY LINE (99.18)TS (94.65)FS(94.64)TS (92.66) FS (99.32)TWS (97.58)TWS (95.95)TW (95.61)FS (95.37)FS (95.37)FS (98.81) FS (101.04)FS(97.64)TW (99.89) FS (99.40) FS (95.34)FS (82.31)FS (70.74)FS (52.43) FS (52.37)FS (57.86) FS(59.62) FS (62.09) FS FRENCH DRAIN FRENCH DRAIN DECK OVERHANG GM (99.58) WM (95.93)TW (93.89) TW (95.92) TW (97.62)TWS (97.65)TW (100.39)TW (100.38)TW (99.35)FS (66.60)TS (66.74)FS (66.65)FS (99.33)TWS (97.63) TWS(95.75)TW(102.73)CHIMNEY TOP (66.45)FS (93.65)FS OCEAN BOULEVARDCLCONSTRUCTION CL N57°07'31"E 75.40' N51°12'17"E 125.68' TPB EPBACU (68.29)FS (88.64)RIDGE (45.79)FSCLM CLM FOUNTAIN N38°47'43"W 68.00'(89.63)TW(85.22)TW(79.97)NG(78.34)TW(83.68)TW (85.97)NG(69.68)TW(67.86)TW(65.64)TW(63.69)TW(62.70)TW(61.15)TW(59.95)TW(59.19) TW(57.76)TW(70.24) NG(62.72) NG (58.78)TS (57.97)TS (59.66)TS (82.30) AD (82.33)BS(70.80)BSPA PA PA PA PA PAPA PA PAPA PA PA PA PA PA PA PA PA PA PA PA (63.12)TS(55.85)TS (63.03)TS (54.60)TS (52.42) FS (60.45)TS(62.03) TS (61.26) TS (63.80) TS (63.01)FS (65.42)TS (65.34)TS (65.90) TS (65.86) FS (67.08) FS (67.24) FS (70.71) TS (67.20)FS (72.42) TD RKRKRKRKRKRK RK PA (93.21)FS DI PA PA DI(82.35)FS (93.36) TS (93.37)FS(85.54)TWS (89.57)TWS (96.71)TW (86.64)FS (69.05)FS (93.38)TW (89.71)TW (80.78) FS (82.36)TS(90.57)TW(72.28)FS(71.71)BS(79.73)TSPORTION OF BLOCK ATRACT NO. 186M.M. 3/40-41 PORTION OF BLOCK AM.M. 3/40-41 LOT 15TRACT NO. 1257 DENSE BRUSH CONTOURS IN THISAREA ARE APPROXIMATE (95)(100)(94)(96)(97)(98)(99)(10)(15)(20 )(25)(30)(35)(50)(55)(60)(65)(25)(30)(35)(40)(45)(50)(55)(60)(20)(15)(14)(11 )(10)(9)(10)(9)(8)(67.20)FS (82.36)FS (82.35)TWS (76.64)NG(67.91)TW(62.72)NG(59.24)NGEAVE EAVE RIDGELINE RIDGELINE RIDGELINE EAVE RIDGELINE (103.26)RIDGE (103.26)RIDGE(101.44)EAVE(101.11)EAVE(103.02)RIDGE (102.50)RIDGE (102.83)RIDGE (103.22)RIDGE (103.30)RIDGE (103.02)RIDGE(102.89)RIDGE EXISTING STRUCTURE - ROOF EAVE FOOPRINT AT HIGHEST FLOOR LEVEL PROPOSED STRUCTURE - ROOF EAVE FOOPRINT AT HIGHEST FLOOR LEVEL SQUARE FOOTAGE GAINED = 1,467 S.F. PROPOSAL - DETAILED AXONOMETRIC VOLUME GAINED BACK FROM EXISTING STRUCTURE PROPOSED STRUCTURE MASSINGEXISTING STRUCTURE MASSING PROPOSAL - ROOF PLAN EXISTING SURVEY ~ 37'-6" ~ 14'-6" ~ 6'-0" ~ 27'-6" ~ 51'-0" 2,543 S.F.1,076 S.F.1,467 S.F. PROPOSED STRUCTURE - ROOF EAVE FOOPRINT AT HIGHEST FLOOR LEVEL EXISTING STRUCTURE - ROOF EAVE FOOPRINT AT HIGHEST FLOOR LEVEL BRANDON ARCHITECTS DATE EX-2 PROJECT CONTACT RYAN McDANIEL, AIA PROJECT NAME PROJECT ADDRESS 3625 OCEAN BLVD. CORONA DEL MAR, CA 92625 OWNER INFORMATION RON & MARSHA BEARD 3208 OCEAN BLVD. NEWPORT BEACH, CA 92625 PROJECT STATUS VARIANCE / CDP PLAN CHECK NO. 202035 REVISIONS NO. DATE 12/20/21 BEARD RESIDENCEROOF PLAN EXHIBIT (CONT'D.) & DRIVEWAY SLOPE EXHIBIT 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 714.754.4040 WWW.BRANDONARCHITECTS.COM REVISIONS These documents are the property of BRANDON ARCHITECTS INC., and are not to be duplicated, altered or utilized in any ay by any other party without the expressed authorization of BRANDON ARCHITECTS. Any unauthorized duplication or alteration of these documents by any party is a violation of BRANDON ARCHITECTS expressed common law copyright and other property rights thereto, and is subject to full civil liabilities and penalties. These plans are also not to be assigned to any third party without obtaining written authorization and expressed permission by BRANDON ARCHITECTS, who shall then be held harmless and absolved of any liability regarding any use of these documents by such third party whether depicted or implied hereon. 66.00' LOWER LEVEL FF 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 93.00' GARAGE LEVEL FF 5'-0"33'-3 5/8"5'-0"5'-0"4'-9 5/8"5'-0"37'-4 5/8"2'-5 3/4" 27'-6" 103.39'6.3"6.6'.75"5.5"1"7 3/4"10.5% 15% 19.8 % 2%13%9%FLOW LINEOCEAN BOULEVARD DRIVEWAY SIDEWALK3'-0" ABV. MEAN CURB 0.5% 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 96.50'37'-4 5/8"42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.7"TYP.7"TYP.4'-11 5/8"5'-9 5/8"16'-4" 27'-6"10'-6"10'-6"6'-0"3'-6"STOR. / W.I.C. 103.39' 3'-0" ABV. MEAN CURB 16 1720 26 2 PANTRYDINING MEDIA ROOM FOYER BREEZEWAY STAIRS STAIRSWINE MECH. LOW ROOF PLATE PL 2% MIN.2% MIN. 2% MIN. 2% MIN. SLOPE PER CIVIL OUTDOOR LIVING / DINING OURDOOR LOUNGE 2% MIN. 66.00' LOWER LEVEL FF 76.50' MAIN LEVEL FF 87.00' UPPER LEVEL FF 93.00' GARAGE LEVEL FF 51'-0 3/4" 18'-7 5/8"37'-4 5/8"2'-5 3/4"14'-4 5/8"5'-9 5/8"SCALE: 1/4" = 1'-0"3LONGITUDINAL SECTION - EXHIBIT SCALE: 1/4" = 1'-0"1TRANSVERSE SECTION - EXHIBIT SCALE: 1/4" = 1'-0"2TRANSVERSE SECTION - EXHIBIT SQUARE FOOTAGE GAINED = 675 S.F.SQUARE FOOTAGE GAINED = 670 S.F. SQUARE FOOTAGE GAINED = 240 S.F. = PROPOSED DESIGN = VOLUME GAINED BACK FROM EXISTING STRUCTURE