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Home My WebLink AboutPA2022-0262_20221107_Coastal Submittal_Plans_48x36LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 2:39:36 PM T1.0 COVER SHEET 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: AS/DZ NO. DATE DESCRIPTION PROJECT TEAM COUNTY ASSESSOR'S MAP ABBREVIATIONS CLIENT: BOB AND KRISTI JACOB 215 EDGEWATER AVE NEWPORT BEACH, CA 92663 ARCHITECT: OATMAN ARCHITECTS, INC. 412 31ST STREET NEWPORT BEACH, CA 92663 949.675.1755 OFFICE 949.657.1758 FAX CONTACT: DANIELLE ZUNZUNEGUI STRUCTURAL ENGINEER: TBD MECHANICAL/PLUMBING ENGINEER/ELECTRICAL ENGINEER: TBD CIVIL/SURVEYOR: THIENES ENGINEERING 14349 FIRESTONE BLVD. LA MIRADA, CA 90638 714.521.4811 OFFICE 714.521.4173 FAX CONTACT: BRIAN THIENES GEOTECHNICAL CONSULTANT: STONEY MILLER CONSULTANTS INC 33 JOURNEY, SUITE 200 ALISO VIEJO, CA 92656 949.380.4886 OFFICE CONTACT: ERIK HILDE SQUARE FOOTAGE CALCS W. WEST W/ WITH W.C. WATER CLOSET WD. WOOD W.H. WATER HEATER W/O WITHOUT WP. WATERPROOF WSCT. WAINSCOT WT. WEIGHT WDW. WINDOW SUSP. SUSPENDED SUB-F L. SUB-FLOOR SW SOLID WOOD SYM. SYMMETRICAL S4S SURFACED 4 SIDES T.B. TOWEL BAR T.B.D TO BE DETERMINED T.C. TOP OF CURB TEL. TELEPHONE TER. TERRAZZO TEMP. TEMPERED T&G TONGUE AND GROOVE THK. THICK T.O.C. TOP OF CURB T.O.D. TOP OF DECKING T.O.P. TOP OF PLATE T.O.PA R. TOP OF PARAPET T.O.S. TOP OF SLAB T.O.PA V. TOP OF PAVEMENT T.P. TOILET PAPER DISPENSER TRANS . TRANSOM TRD. TREAD T.V. TELEVISION T.W. TOP OF WALL TYP. TYPICAL UNF. UNFINISHED U.O.N. UNLESS OTHERWISE NOTED UR. URINAL VAN. VANITY VLT. VAULT VERT VERTICAL VEST. VESTIBULE V.S. VEGI SINK REQ. REQUIRED. REQUIREMENTS RESIL. RESILIENT RM. ROOM R.O. ROUGH OPENING R.OS. REVERSE OSMOSIS RWD. REDWOOD R.W.L. RAIN WATER LEADER S. SOUTH S.C. SOLID CORE S.C.D. SEAT COVER DISPENSER SCHED . SCHEDULE S.D. SOAP DISPENSER SECT. SECTION S.F. SQUARE FEET S.H. SINGLE HUNG SHR. SHOWER SHT. SHEET SHTG. SHEATHING SIM. SIMILAR SKYLT. SKYLIGHT SLPG. SLOPING SLDR. SLIDER/ SLIDING S.N.D. SANITARY NAPKIN DISPENSER S.N.R. SANITARY NAPKIN RECEPTACLE SP. SPACE SPEC. SPECIFICATIONS SQ. SQUARE S.ST. STAINLESS STEEL STA. STATION STD. STANDARD STL. STEEL STOR. STORAGE STRL. STRUCTURAL STRUC T'L STRUCTURAL STRUC T STRUCTURE S.S. SERVICE SINK PRCST . PRECAST PL. PLATE P.LAM. PLASTIC LAMINATE PLAS. PLASTER PNL. PANEL PTD. PAINTED PLUMB . PLUMBING PLYW D. PLYWOOD PL PROPERTY LINE PR. PAIR P.T. PRESSURE TREATED PREFA B PREFABRICATED P.T.D. PAPER TOWEL DISPENSER P.T.D/ R COMBINATRION PAPER TOWEL DISPENSER & RECEPTACLE PTN. PARTITION P.T.R. PAPER TOWEL RECEPTACLE Q.T. QUARRY TILE R. RISER RAD. RADIUS R.A.G. RETURN AIR GRILLE R RADIUS R.C.W. RECESSED COLD WATER R.D. ROOF DRAIN REF. REFERENCE REFR. REFRIGERATOR REV REVERSE REINF REINFORCE, REINFORCED RGTR. REGISTER R.H.B. RECESSED HOSE BIBB LT. LIGHT LVD. LOUVERED MAINT. MAINTENANCE MAX. MAXIMUM M.B. MACHINE BOLT M.C. MEDICINE CABINET MDF MEDIUM DENSITY FIBER BD. MECH. MECHANICAL MEMB. MEMBRANE MET. METAL MFGR. MANUFACTURER MH. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED MTL METAL MUL. MULLION N. NORTH N.I.C. NOT IN CONTRACT NO. OR # NUMBER NOM. NOMINAL N.T.S. NOT TO SCALE O/ OVER O.A. OVERALL OBS. OBSCURE O.C. ON CENTER O.D. OUTSIDE DIAMETER (DIM.) OFF. OFFICE O.H.C. OVERHEAD CABINET OPNG. OPENING OPP. OPPOSITE PAN. PANTRY P.D. POCKET DOOR FURR. FURRING FUT. FUTURE GA. GAUGE GALV. GALVANIZED G.B. GRAB BAR GL. GLASS GND. GROUND G.P.F. GALLONS PER FLUSH G.P.M. GALLONS PER MINUTES GR. GRADE GYP. GYPSUM GYP. BD. GYPSUM BOARD G.B. GYPSUM BOARD H.B. HOSE BIBB H.C. HOLLOW CORE HDWD. HARDWOOD HDWE. HARDWARE HDR. HEADER H.M. HOLLOW METAL HORIZ. HORIZONTAL HR. HOUR HT. HEIGHT H.V.A. C HEATING VENTILATING AIR CONDITIONING HORZ HORIZONTAL I.D. INTERIOR DESIGNER I.DIA. INSIDE DIAMETER INSUL. INSULATION INT. INTERIOR JAL. JALOUSIE JAN. JANITOR JT. JOINT LAM. LAMINATE LAV. LAVATORY LIN. LINEN LKR. LOCKER ENCL. ENCLOSED E.P. ELECTRICAL PANELBOARD EQ. EQUAL EQPT. EQUIPMENT E.W.C. ELECTRIC WATER COOLER EXST. EXISTING EXP. EXPANSION EXPO. EXPOSED EXT. EXTERIOR F.A. FIRE ALARM F.A.U FORCED AIR UNIT F.B. FLAT BAR F.D. FLOOR DRAIN FDN. FOUNDATION F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.G. FINISH GRADE OR FIXED GLASS F.GAS FUEL GAS F.H.C. FIRE HOSE CABINET FIN. FINISH FIX. FIXED FL. FLOOR FLASH. FLASHING FLUOR . FLUORESCENT F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MULLION F.O.S. FACE OF STUDS F.P. FIREPLACE FPRF. FIREPROOF FR. FRENCH FRAM' G FRAMING F.S. FULL SIZE FT. FOOT OR FEET FTG. FOOTING C.B. CATCH BASIN CEM. CEMENT CER. CERAMIC C.I. CAST IRON C.G. CORNER GUARD CLG. CEILING CLKG. CAULKING COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONST R. CONSTRUCTION CONT. CONTINUOUS C.O.F. CORNER OF FINISH CORR. CORRIDOR CSMT. CASEMENT CNTR. CENTER CTSK. COUNTERSUNK DBL. DOUBLE DEPT. DEPARTMENT D.F. DRINKING FOUNTAIN DET. DETAIL. DIA. DIAMETER DIM. DIMENSION DN. DOWN D.O. DOOR OPENING DR. DOOR DS. DOWNSPOUT D.S.P. DRY STANDPIPE D.V. DRYER VENT DW DISHWASHER DWG'S DRAWINGS DWR. DRAWER E. EAST EA. EACH E.D.F DRINK FOUNTAIN E.J. EXPANSION JOINT EL. ELEVATION ELEC. ELECTRICAL ELEV. ELEVATOR EMER. EMERGENCY & AND < ANGLE @ AT ₵ CENTERLINE Ø DIAMETER OR ROUND # POUND OR NUMBER (E) EXISTING A.B. ANCHOR BOLT ABV. ABOVE A.C. AIR CONDITIONER ACOUS . ACOUSTICAL A.D. AREA DRAIN ADJ. ADJUSTABLE A.F.F. ABOVE FINISH FLOOR AGGR. AGGREGATE AL. ALUMINUM ALUM. ALUMINUM APPR OX. APPROXIMATE ARCH. ARCHITECT ARCH' L. ARCHITECTURAL ASPH. ASPHALT A.V. AUDIO/ VIDEO AWNG. AWNING BD. BOARD BDRM. BEDROOM B.I. BUILT-IN BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BLT. BOLT BM. BEAM B.O.B. BOTTOM OF BEAM BOT. BOTTOM B.S. BAR SINK CAB. CABINET 2019 CALIFORNIA RESIDENTIAL CODE - ALONG WITH SECTION R327 2019 CALIFORNIA BUILDING CODE - ALONG WITH CHAPTER 7A 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN) CHAPTER 15 NEWPORT BEACH MUNICIPAL CODE (NMBC) USE: SINGLE FAMILY DETACHED RESIDENCE OCCUPANCY TYPE: R-3 / U (LIGHT STORAGE & PRIVATE GARAGE) TYPE OF CONSTRUCTION: V-B SPRINKLERS:YES, IN ACCORDANCE WITH NFPA 13D (SEE DEFERRED SUBMITTALS) VICINITY MAP CODES AND REQUIREMENTS ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A3.0 DEMOLITON PLANS A3.1 FLOOR PLANS A5.0 ROOF PLAN A6.0 EXTERIOR ELEVATIONS A6.1 EXTERIOR ELEVATIONS A7.0 BUILDING SECTIONS GENERAL T1.0 COVER SHEET SITE INFORMATION NEW 3-STORY SINGLE FAMILY DWELLING WITH ATTACHED 2-CAR GARAGE AND ACCESSORY DWELLING UNIT. CITY:NEWPORT BEACH COUNTY:ORANGE GENERAL PLAN LAND USE: RS-D SINGLE UNIT RESIDENTIAL DETACHED ZONING:R-1 SINGLE-UNIT RESIDENTIAL PARCEL (APN):048-102-08 TRACT:BLOCK C - NEWPORT BAY LOT:7 LEGAL DESCRIPTION PROJECT SCOPE SHEET INDEX JACOB RESIDENCE DEFERRED SUBMITTALS 1. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE REQUIRED FOR THE GRADING PLAN, LANDSCAPE PLANS, SWIMMING POOL AND SPA, POOL AND SPA MECHANICAL EQUIPMENT, ANY SITE RETAINING WALLS OVER 4 FEET HIGH FROM THE BOTTOM OF THE FOUNDATION TO TOP OF WALL, ANY BLOCK WALLS OVER 3.5 FEET, MASONRY OR CONCRETE FENCES OVER 3.5 FEET HIGH, DETACHED PATIO COVERS, TRELLISES, ACCESSORY BUILDING(S) . . .ETC. 2. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE REQUIRED FOR THE N.F.P.A. 13-D AUTOMATIC FIRE SPRINKLER SYSTEM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THE 2013 N.F.P.A. 13-D AND AMENDMENTS AS ADOPTED BY THE LOCAL JURISDICTION. SPRINKLER IS REQUIRED AT PLANS SHALL BE SUBMITTED AND APPROVED BY PRIOR TO ISSUING A BUILDING PERMIT OR SHALL BE OBTAINED PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. THE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY FOR ALL ONSITE STRUCTURES. SETBACKS (MAP S-2E): FRONT (EDGEWATER AVE E):6 FT REAR (ALLEY):5 FT SIDE:3 FT THIRD FLOOR SETBACKS (LOTS 30 FT WIDE & GREATER): FRONT (EDGEWATER AVE E): 6 FT + 15 FT = 21 FT REAR (ALLEY):5 FT + 15 FT = 20 FT SIDES:3 FT + 2 FT = 5 FT HEIGHT LIMIT: 24 FT (FLAT) / 29 FT (SLOPED MIN. 3:12) FLOOD ZONE:A0 1 (MIN. 9 FT FIN FLR HT) ALLEY WIDTH:15 FT LOT SIZE:1,786 SF BUILDABLE AREA: 1,155 SF FAR (2 X BUILDABLE AREA):2,310 SF MAX. ENCLOSED 3RD FLR (15% BUILDABLE): 173 SF MAX ENCLOSED AND UNENCLOSED 3RD FLR (50% BUILDABLE):1,155 SF OPEN VOLUME (15% BUILDABLE):173 SF TRANSIT STOP PROXIMITY EXISTING SQUARE FOOTAGE TO BE DEMOLISHED: FIRST AND SECOND FLOOR:1,936 SF GARAGE:418 SF TOTAL:2,354 SF NEW SQUARE FOOTAGE: FIRST FLOOR (INCLUDES GARAGE):1,105 SF SECOND FLOOR:519 SF THIRD FLOOR (ENCLOSED):61 SF THIRD FLOOR (UNENCLOSED):125 SF TOTAL:1,810 SF ADU:500 SF TOTAL FLOOR AREA:2,310 SF OPEN VOLUME PROVIDED:278 SF CIVIL C-1.1 LAND SURVEY C-1 of 3 CONCEPTUAL GRADING C- 2 of 3 CONCEPTUAL GRADING C- 3 of 3 CPPP - EROSION CONTROL PLAN PA2022-0262 EXISTING SITE PLANC-1.1Owner:Project:Consultants:Project Number:Revision:Date:Drawn by:Title:Sheet:100rj1/08/21fax: 949 863 0851tel: 949 863 1770email: hpa@hparchs.com92612irvine, ca18831 bardeen avenue, - ste. #100hpa, inc.C I V I LSTRUCTURALMECHANICALPLUMBINGELECTRICALLANDSCAPESOILS ENGINEERFIRE PROTECTIONEdgewaterCAUTION: IF THIS SHEET IS NOT 30" X 42", IT IS A REDUCED PRINT 3/2/20Ave215TEHSARPMRPMRPMSCGHUNTERTBDPA2022-0262 PA2022-0262 PA2022-0262 PA2022-0262 . SITE LEGEND PROPERTY LINE MINIMUM BUILDING SETBACK LINE PER EXHIBIT 'A' NOTE: 1. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND; OR OBTAIN A NECESSARY PERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 2. FOR SPECIAL INSPECTION FORMS SEE STRUCTURAL DRAWINGS. 3. VERIFY EXACT SIZE, LOCATIONS AND DEPTH (WHERE APPLICABLE) OF ALL EXISTING PIPING, LINES, LATERALS, AND WYES BEFORE STARTING TRENCHING OR ANY OTHER WORK. FIELD VERIFY THAT INVERT ELEVATIONS ARE SUFFICIENT TO MAINTAIN REQUIRED SLOPES. SHOULD IT BE NECESSARY TO REROUTE LINES DUE TO CONDITIONS FOUND ON THE SITE OR IF INDICATED POINT OF CONNECTIONS CAN NOT BE MADE TO THE LINES AS FOUND, THE CONTRACTOR SHALL, BEFORE CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED. 4. THE SEWER LINES ARE PRESENTED DIAGRAMMATICLY TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND EXACT LOCATIONS ARE NOT INDICATED. LOCATION OF PIPING MAY VARY AS LONG AS INDICATED PIPE SIZES ARE INSTALLED. INSTALL PIPING IN AVAILABLE LOCATIONS. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION. SITE PLAN NOTES 1. DO NOT SCALE DRAWINGS. 2. THIS ARCHITECTURAL SITE PLAN IS INTENDED FOR BUILDING SETBACK PURPOSES AND LOCATION OF UTILITIES ONLY. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE REQUIRED FOR THE GRADING PLAN, LANDSCAPE AND IRRIGATION PLAN, SWIMMING POOL AND SPA, POOL AND SPA MECHANICAL EQUIPMENT, ANY SITE RETAINING WALLS OVER 4 FEET HIGH FROM THE BOTTOM OF THE FOUNDATION TO TOP OF WALL, ANY PROPERTY LINE FENCE/ WALL/ PILASTER OVER 6'-0" IN HEIGHT, DETACHED PATIO COVERS, TRELLISES, ACCESSORY BUILDING(S) . . .ETC. 3. REFER TO THE ARCHITECTURAL FLOOR PLANS AND GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 4. REFER TO THE GEOTECHNICAL SOILS REPORT FOR GRADING, FOUNDATION, AND BACKFILL REQUIREMENTS. 5. REFER TO CIVIL DRAWINGS FOR EXACT PROPERTY LINE DIMENSIONS, LOCATION(S) OF EXISTING CURB AND GUTTER, UTILITY EASEMENT(S), TOPOGRAPHY, PRECISE GRADING PLAN, EROSION CONTROL PLAN, TOP OF WALL HEIGHTS, PAD AND FLOOR ELEVATIONS, SITE DRAINAGE, LOCATION(S) OF BACKWATER VALVES, LOCATION AND DIRECTION OF FLOW OF THE STORM AND SEWER CONNECTIONS, LOCATION OF NATURAL GAS AND WATER METERS, LOCATION OF RETAINING WALLS. . . ETC. 6. REFER TO LANDSCAPE DRAWINGS FOR THE HARDSCAPE PAVING MATERIAL PLAN, SOFTSCAPE PLANTING PLAN, IRRIGATION PLAN, GARDEN WALLS, EXTERIOR SITE LIGHTING PLAN, FENCE(S), GATES, EXTERIOR GUARDRAILS AND HANDRAILS, SWIMMING POOL AND SPA PLAN. . .ETC. 7. REFER TO THE MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR LOCATION(S) OF ALL UTILITIES AND MECHANICAL EQUIPMENT NOT SHOW ON THE SITE PLAN. 8. EXISTING SEWER COLLECTION, WATER, AND GAS DISTRIBUTION ARE PUBLIC SYSTEMS. 9. PRE-CONSTRUCTION MEETING REQUIREMENTS: • GENERAL CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE COUNTY INSPECTOR, ARCHITECT, GEOTECHNICAL ENGINEER, CIVIL ENGINEER AND GRADING CONTRACTOR AT THE SITE PRIOR TO THE START OF GRADING. CONTACT COUNTY OF ORANGE RESIDENTIAL INSPECTION SUPERVISOR. 10. GENERAL CONTRACTOR IS TO PROVIDE THE LOCAL AGENCY HAVING JURISDICTION OVER THE PROJECT A "WILL SERVE" LETTER AND/OR "SERVICE WORK ORDER" FROM THE SERVING WATER, GAS, AND ELECTRIC COMPANY(S). THE NATURAL GAS SUPPLIER SHALL ALSO STATE THE LOCATION OF THE GAS METER AND AVAILABILITY OF THE DESIRED PRESSURE PRIOR TO THE START OF CONSTRUCTION. 11.THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND; OR OBTAIN A NECESSARY PERMIT FROM STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 12. REFER TO STRUCTURAL DRAWINGS FOR ALL SITE RETAINING WALL INFORMATION, ALONG WITH STRUCTURAL OBSERVATION, AND SPECIAL INSPECTION CERTIFICATION REQUIREMENTS BY LICENSED PROFESSIONALS WHICH ARE REQUIRED FOR CONSTRUCTION OF ALL NEW BUILDINGS PER THE REQUIREMENTS OF THE COUNTY OF ORANGE. 13. PRIOR TO THE RELEASE OF THE FOOTING INSPECTION, THE APPLICANT SHALL SUBMIT CERTIFICATION, BY SURVEY OR OTHER APPROPRIATE METHOD, THAT THE STRUCTURES WILL BE CONSTRUCTED IN COMPLIANCE WITH THE DIMENSIONS SHOWN AND IN COMPLIANCE WITH THE SETBACKS OF THE APPLICABLE COMMUNITY ASSOCIATION GUIDELINES AND LOCAL ZONING CODE. 14. FINISH GRADE AROUND THE NEW STRUCTURE SHALL BE SLOPED AWAY FROM THE BUILDING FOR DRAINAGE PURPOSES. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COLLECTION THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET (5%). WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2% AWAY FROM THE BUILDING, PER C.R.C. SECTION R401.3. ALL WATER SUPPLY LINES TO THE HOUSE SHALL BE NO LESS THAN 1-1/2". 15. MINIMUM SLOPE OF SEWER LINE AND DRAINAGE PIPING IS 2% PER C.P.C. SECTION 708. 16. AN APPROVED BACKWATER VALVE IS REQUIRED FOR DRAINAGE PIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAM MANHOLE COVER. FIXTURES ABOVE SUCH ELEVATION SHALL NOT DISCHARGE THROUGH THE BACKWATER VALVE. CLEAN OUTS FOR DRAINS THAT PASS THROUGH A BACK WATER VALVE SHALL BE CLEARLY IDENTIFIED WITH A PERMANENT LABEL STATING "BACKWATER VALVE DOWNSTREAM" PER C.P.C. SECTION 710.1. 17. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 18. ALL LIGHTING IS TO BE INSTALLED AND ADJUSTED SO AS TO PRECLUDE LIGHT SPILL ONTO ADJACENT PROPERTIES. UPLIGHTS WITHIN 10' OF PROPERTY LINES ARE TO BE DIRECTED STRAIGHT UPWARD. 19. LIGHTING SHALL BE DESIGNED SO THAT ALL DIRECT RAYS ARE CONFINED TO THE SITE AND THAT ADJACENT RESIDENCES ARE PROTECTED FROM SUBSTANTIAL LIGHT AND GLARE. 20. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET AND TO BE A MINIMUM OF 4" HIGH X 1" WIDE NONCOMBUSTIBLE, CONTRASTING MATERIALS OR PER COUNTY AND O.C.F.A. REQUIREMENTS.DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLIANT WITH STATE AND LOCAL POOL BARRIER ORDINANCE. THE MOST STRINGENT CODE REQUIREMENT SHALL PREVAIL. 21. PRIOR TO AN ISSUANCE OF A COUNTY BUILDING PERMIT, THE APPLICANT MUST OBTAIN A SEPARATE RESIDENTIAL SITE PLAN REVIEW AND APPROVAL BY THE ORANGE COUNTY FIRE AUTHORITY (O.C.F.A). 22. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE REQUIRED BY THE OCFA, FOR THE N.F.P.A. 13-D AUTOMATIC FIRE SPRINKLER SYSTEM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH N.F.P.A. 13-D AND AMENDMENTS AS ADOPTED BY THE LOCAL JURISDICTION. PLANS SHALL BE SUBMITTED AND APPROVED BY THE ORANGE COUNTY FIRE AUTHORITY (O.C.F.A) FIRE CHIEF OR DESIGNATED REPRESENTATIVE PRIOR TO INSTALLATION. THE SYSTEM SHALL BE OPERATIONAL PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY FOR ALL ONSITE STRUCTURES. 23. N.F.P.A. 13-D AUTOMATIC FIRE SPRINKLER SHALL BE INSTALLED AND ENHANCED TO INCLUDE COVERAGE OF FOYERS, ALL BATHROOMS AND CLOSETS. 24. ALL FLAMMABLE VEGETATION SHALL BE REMOVED FROM EACH BUILDING SITE FOR A MINIMUM DISTANCE OF THIRTY FEET 30 FEET FROM ANY FLAMMABLE BUILDING MATERIAL INCLUDING ALL STRUCTURES. 25. SEE SHEET GN-3.0 FOR O.C.F.A. NOTES. VICINITY MAP 7.43 9.00 7.63 7.27 7.79 1/4" / 1'-0"8.92 LANDING AT EGRESS DOOR TBD - MAY NOT BE MORE THAN 1.5" LOWER THAN TOP OF THRESHOLD 9.18 TOP OF (N) SLAB (FF THICKNESS TBD) GARAGE SLAB AT BOTTOM OF STEPS DN FROM FF GARAGE SLAB AT GARAGE DOOR THRESHOLD (E) GRADE PER SURVEY AT PLPROPERTY LINE: 64.42'9'-10"3'-0" SYSB 3'-7 1/4" 20'-5"52'-0"2'-0"5'-0"6'-0"PROPERTY LINE: 32.05'PROPERTY LINE: 54.42'8'-0"BAY WIDTH1'-8 1/4"24'-0 1/4" (N) 3-STORY SFD & ADU W/ ATTACHED 2-CAR GARAGE LIVABLE GARAGE 42'-11 3/4"RYSB2ND FLOOR OVERHANG ABV 2'-6"PROPERTY LINE: 30.03'FYSBWALL-MOUNTED TRELLIS ABV - EXACT WIDTH TBD 3'-0"BAY WINDOW AT FIRST FLOOR BAY WINDOW TO PL SLOPE PER GRADING PLAN8.80 3 RISERS AT 7.3" SYSB 3'-0" LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:31 PMC:\Local Revit Projects\JACOB\Jacob_Danielle.rvt A1.0 ARCHITECTURAL SITE PLAN 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author 1/4" = 1'-0"1SITE PLAN NO. DATE DESCRIPTIONNORTH (REF)COMPASS NORTH**REFER TO CIVIL SHEETS FOR ADDITIONAL SITE/GRADING INFORMATION NOT SHOWN HERE** PA2022-0262 6'-0"3'-0" 3'-0" N 52°48'29" 32.05' N 70°46'59" W 30.03'N 16°36'01" E 64.42'N 16°36'01" E 64.42'(E) SECOND FLOOR DECK DEMOLISH EXISTING 2-STORY DWELLING (1936 SF) 2ND FLOOR OVERHANG (LIVABLE) (GARAGE) DEMOLISH (E) GARAGE -418 SF 5'-0"LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:31 PM A3.0 DEMOLITON PLANS 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author NO. DATE DESCRIPTION PA2022-0262 REFFRZUP . . UP . DN FLOOR PLAN LEGEND MIN. 50 STC 1-HR FIRE RATED 303 1 DOOR TAG WINDOW TAG KEYNOTE ELEVATION CALLOUT SECTION CALLOUT A101 1 Ref 1Ref 1 Ref 1 Ref101 1 A101 SIM EGRESS SYMBOL TEMPERED GLAZING KEYNOTES 1 A6.0 2 A6.0 2 A7.0 2 A7.0 4 A7.0 4 A7.0 19'-2"CLR (MIN.)19'-0"CLR3'-6"CLR 3'-6" 4'-0 1/2" 1 A7.0 1 A7.0 2-CAR GARAGE TERRACE FP & HEARTH KITCHEN DINING GREAT ROOM OPEN AREA UNDER STAIR 9'-0" X 4'-0" ISLAND ELEV. 1 A6.19.3018'-6"17'-6" WIDE GARAGE DOOR 3'-2 1/2" 6'-0" EQ EQ 6'-0" 2 A6.1 3 A6.0 -1.5" MAX 52'-0"66" FRENCH DOORS 42'-11 1/2"19'-7 1/2"9'-10"18'-6"5'-2"8'-0"13'-8"24'-0 1/2"LANDING3'-7 1/4"20'-5" 9.30 9.30 7.63 3 A7.0 3 A7.0 7.27 7.43 1 A6.0 2 A6.0 2 A7.0 2 A7.0 4 A7.0 4 A7.0CLR3'-4"CLR3'-0"CLR 3'-4" 1 A7.0 1 A7.0 PRIMARY BEDROOM PRIMARY BATH PRIMARY WIC SHARED LAUNDRY SHARED STAIR & VEST. ELEV ADU KITCHEN ADU BA ADU LIVING ROOM ADU BEDROOMCLR4'-2"2'-1" 1 A6.1 17.1310'-1"4'-2"20.15 ROOF AT BAY BELOW6'-10" (3) 66" CASEMENTS OVER FIXED GLAZED PANEL (EGRESS WINDOWS)TUB/SHOWER5'-2"2 A6.1 REF DS 3 A6.0 6'-10" 6'-0" 6'-0"EQEQBENCH SHWR TUB W/ APRON18'-6"13'-3"EQEQ 2'-6"REAR SETBACK AT 2ND & 3RD FLOORS54'-6"24'-0 1/2"13'-3"5'-11"12'-6"13'-9"45'-5 1/2"KING EQEQ3 A7.0 3 A7.0 11'-10"12'-2 1/2"EGRESS WINDOWEGRESS WINDOW 1 A6.0 2 A6.0 2 A7.0 2 A7.0 4 A7.0 4 A7.0CLR3'-4"1 A7.0 1 A7.0FYSB6'-0"ADD'L 3RD FLR SETBACK15'-0"SYSB 3'-0" ADD'L 2'-0" 3RD FLR SETBACK RYSB5'-0"SYSB 3'-0" ADD'L 2'-0" 3RD FLR SETBACK ELEV 3'-8 1/2"OPEN VOLUME (278 SF) STEAM SHOWER OPEN TO BELOW 1 A6.1 8'-2 1/2" JACUZZI LOWER DECK UPPER DECK3'-6" LOW ROOFED ENCL. FOR JACUZZI EQUIPMENT 6'-0"18'-4"5'-4 1/2"2 A6.1 3 A6.0 COVERED BREEZEWAY ROOFED ARCHITECTURAL PROJECTION WET BAR EQARCHED OPENING 23'-4 1/2"18'-0"EQ EQ7'-0" 4'-0"EQ 24'-0 1/2"13'-0"25.50 25.50 29.47 29.47 3 A7.0 3 A7.0 7'-4 1/2" 5'-10" ARCHED OPENING 8'-2 1/2"6'-5 1/2" 22'-0"OUTDOOR BARADD'L 3RD FLR SETBACK15'-0"BA.3 6" / 1'-0"3 5/8" / 1'-0"SHARED STAIR & VEST. FLOOR PLAN NOTES 1. DO NOT SCALE DRAWINGS. 2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 3. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL PLUMBING FIXTURES, APPLIANCES, CABINETS, AND INTERIOR FINISH SCHEDULES. VERIFY DIMENSIONS OF ALL PLUMBING FIXTURES AND APPLIANCES WITH MFGR. SPECIFICATIONS AND COORDINATE WITH CABINET INSTALLER. 4. REFER TO INTERIOR DESIGN DRAWINGS FOR LOCATION(S) AND HEIGHT(S) OF ALL ART NICHES AND BATHROOM ACCESSORIES (I.E. TOWEL BARS, TOILET PAPER DISPENSERS, MIRRORS. . .ETC). PROVIDE 2X BLOCKING FOR NECESSARY SUPPORT. 5. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FRAMING REQUIREMENTS ALONG WITH ANY CITY REQUIRED STRUCTURAL OBSERVATION(S) AND SPECIAL INSPECTION CERTIFICATION(S), PER THE COUNTY OF ORANGE. 6. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR EXTERIOR DOOR LANDING(S) AND STOOP(S). PROVIDE A MIN. 36" IN DIRECTION OF TRAVEL. SLOPE AWAY 1/4" PER 12" FOR DRAINAGE. DOORS LANDINGS TO COMPLY WITH C.R.C SECTION R311.3. 7. REFER TO THE REFLECTED CEILING PLANS FOR CEILING AND SOFFIT HEIGHTS. 8. REFER TO THE DOOR AND WINDOW SCHEDULE ON SHEET (SCH-1) FOR ALL DOOR AND WINDOW TYPES, SIZES, AND REQUIRED LOCATION(S) OF GLAZING WHICH ARE TO BE DUAL GLAZED WITH A MINIMUM OF ON PANE BEING TEMPERED AS REQUIRED PER C.R.C. SECTION R327.8. SEE ADDITIONAL LOCATIONS AND INFORMATION LISTED IN C.R.C. SECTION R308. 9. REFER TO SHEET (T-24.0) FOR THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS (CF-1R AND MF-1R) FOR ENERGY COMPLIANCE. 10. PLUMBING FIXTURE REQUIREMENTS AND FLOW RATES PER A. C.G.B.S.C TABLE 4.303.2: A. ALL WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES SHALL HAVE A MAXIMUM FLOW RATE OF 1.28 G.P.F. AND SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS H. & S. CODE, SECTION 17921.3(b) AND BY THE CALIFORNIA ENERGY COMMISSION. PROVIDE A MIN. CLEAR FLOOR SPACE OF 30" WIDE X 24" DEEP CLEAR IN FRONT AND CENTERED ON WATER CLOSET PER C.P.C. B. ALL SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 G.P.M. @ 80 P.S.I. PER STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION. CONTROL VALVES TO BE PRESSURE BALANCED OR THERMOSTATIC MIXING, PER C.P.C. SECTION 418. THE COMBINED FLOW OF MULTIPLE SHOWER HEADS SERVING A SINGLE SHOWER SHALL NOT EXCEED MAXIMUM ALLOWABLE FLOW RATE FOR A SINGLE FIXTURE SHOWER OR THE CONTROL VALVES SHALL BE ARRANGED TO ONLY ALLOW ONE SHOWER HEAD TO OPERATE AT A TIME. C. LAUNDRY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION. D. ALL KITCHEN (SINK) FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION. E. ALL LAVATORY (SINK) FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.5 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE CALIFORNIA ENERGY COMMISSION. 11. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44" ABOVE THE FLOOR. WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQ. FT. WITH THE MINIMUM OPENABLE WIDTH OF 20" AND THE MINIMUM OPENABLE HEIGHT OF 24". THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE, PER C.R.C. SECTION R310. 12. THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW LOCATED MORE THAN 72" ABOVE FINISH GRADE SHALL BE A MINIMUM OF 24" ABOVE THE FINISH FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR A HAVE OPENING SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS, PER C.R.C. SECTION R612.2; OR BE PROVIDED WITH A WINDOW GUARD THAT COMPLIES WITH ASTM F 2090. 13. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET, PER C.R.C SECTION R307.2. 14. THE NET AREA OF THE SHOWER ENCLOSURE(S) SHALL BE 1,024 SQ. INCHES (7.1 S.F.) OR MORE IN CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE, PER C.P.C SECTION 411.7. 15. EXTERIOR HOSE BIBBS AND LAWN SPRINKLER SYSTEM SHALL HAVE AN APPROVED NON-REMOVABLE BACKFLOW PREVENTION DEVICE, PER C.P.C. SECTION 603. 16. ALL HABITABLE SPACES INTENDED FOR HUMAN OCCUPANCY SHALL COMPLY WITH C.R.C. SECTION R303 FOR NATURAL VENTILATION AND LIGHTING AND CONTAIN GLAZING NOT LESS THAN 8% OF THE FLOOR AREA OF THE ROOM. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. SUCH OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING OCCUPANTS. THE MINIMUM OPEN ABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING VENTILATED. A. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE 50 CU. FT. PER MINUTE. 26. FIREBLOCKING IS REQUIRED IN CONCEALED SPACES 10'-0" O.C. HORIZONTAL, VERTICALLY AT THE CEILING AND FLOOR LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDINGS, OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES, CHIMNEYS AND FIREPLACES PER C.R.C. R302.11. 27. PROVIDE SOLID 2X6 BLOCKING IN FRAMING AT TOWEL BAR, HANDRAIL ATTACHMENT, BATH ACCESSORIES, WALL CABINET LOCATIONS. COORDINATE LOCATIONS WITH INTERIOR DESIGNER DRAWINGS. 28. THE CONTRACTOR SHALL INSTALL DRAFT STOPPING TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1,000 S.F., OR PER MIN. REQUIREMENTS OF C.R.C SECTION 302.12. DRAFTSTOP MATERIALS TO BE NO LESS THAN 1/2" GYP. BD. OR 3/8" PLYWOOD INSTALLED PARALLEL TO FLOOR AND ROOF FRAMING. 17. PROVIDE 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT USABLE SPACE UNDER STAIRS BEYOND MIN. REQ., PER C.R.C. SECTION R302.7. 18. AT ALL AREAS BETWEEN THE PRIVATE GARAGE (S-2) AND LIVING (R-3) WALLS, PROVIDE A MINIMUM OF 5/8" TYPE "X" GYP. BOARD ON GARAGE SIDE OF WALLS ADJACENT TO LIVING AREAS AND AT ELEMENTS SUPPORTING SEPARATION ABOVE. CEILINGS SHALL RECEIVE A MINIMUM OF 2 LAYERS OF 5/8" TYPE "X" GYP. BOARD ON 16" SPACED JOISTS, TRUSSES, OR R.C. CHANNEL BASED ON OCCUPANCY SEPARATION, PER C.R.C. SECTION R302.6. 19. ALL INTERIOR WALL FINISHES SHALL COMPLY WITH C.R.C. SECTION R702. INSPECTION OF NAILING IS REQUIRED FOR ALL DRYWALL AND LATH WHEN IN PLACE. CORNER BEADS ARE TO BE NAILED. DRYWALL BOARD SHALL BE SPACED AT A MAXIMUM OF 3/8". 20. A MINIMUM OF TWO LAYERS OF GRADE "D" BUILDING PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING PER C.R.C SECTION R703.6.3. 21. DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLIANT WITH STATE AND LOCAL POOL BARRIER ORDINANCE. THE MOST STRINGENT CODE REQUIREMENT SHALL PREVAIL. 22. INSULATION: USE VALUES BELOW IF GREATER THAN TITLE-24 MINIMUMS. • ROOF/ CEILINGS (R-38) • EXTERIOR WALLS, INCL. FURRED BASEMENT WALLS (R-19) • FRAMED FLOORS (R-30) • BATHROOM AND LAUNDRY ROOM INTERIOR WALLS (R-13) 23. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT OF STAIRS. HANDRAIL ENDS SHALL BE RETURNED OR TERMINATE INTO POSTS. 24. ALL FIREPLACES TO BE GAS BURNING, DIRECT VENTING SEALED COMBUSTION FIREBOXES. WOOD BURNING FIREPLACES ARE NOT ALLOWED PER AQMD AND THE COUNTY OF ORANGE. 25. ALL THROUGH PENETRATIONS OF REQUIRED FIRE-RESISTIVE CONSTRUCTION SHALL BE IN ACCORDANCE OF C.R.C. R302.4.1.1 or C.R.C. R302.4.1.2. A. . LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:35 PM A3.1 FLOOR PLANS 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: AS NO. DATE DESCRIPTION 1/4" = 1'-0"1FIRST FLOOR 1/4" = 1'-0"2SECOND FLOOR 1/4" = 1'-0"3THIRD FLOOR NORTH (REF)COMPASS NORTHPA2022-0262 ROOF LEGEND DRAFTSTOP LINES 2" VTR COMBUSTION SUPPLY AND EXHAUST FROM FCU FCU LINE OF WALL BELOW FAU 22" X 30" MIN. ACCESS DOOR TO ATTIC O'HAGIN ATTIC VENTS AT CLAY ROOF TILES ROOF PLAN NOTES 1. DO NOT SCALE DRAWINGS. 2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 3. ALL RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL. 4. ALL CHIMNEYS ARE TO BE EQUIPPED WITH AN U.L. APPROVED SPARK ARRESTORS OR WIRE MESH SCREENING NOT EXCEEDING 1/8" IN ANY DIRECTION AND PAINTED BLACK TO MINIMIZE VISIBILITY. 5. PROVIDE TILED ROOF CRICKET AT ALL CHIMNEYS AS REQUIRED. 6. ALL FLASHING, SHEET METAL, VENT STACKS AND PIPES SHALL BE COPPER OR PAINTED TO MATCH ADJACENT BUILDING SURFACE. 7. PROVIDE COPPER FLASHING AT ALL VALLEYS AND ROOF TO WALL CONDITIONS. REFER TO DETAILS. 8. ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONSOLIDATED AND LOCATED IN AREAS THAT MINIMIZE THEIR VISIBILITY. VENTS MUST BE AS LOW IN HEIGHT AS ALLOWED BY CODE AND SATISFY THE REQUIREMENTS OF THE DESIGN GUIDELINES. 9. IN "CALIFORNIA" DOUBLE FRAMING AREAS PROVIDE OPENINGS INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION, PER C.R.C SECTION R806. 10. IF "CALIFORNIA" DOUBLE FRAME AREA EXCEEDS 30 SQUARE FEET AND HAS A 30" MIN. CLEAR HEADROOM, PROVIDE A 22"X30" MIN. ACCESS THROUGH MAIN ROOF SHEATHING, PER C.R.C SECTION R807. VERIFY OPENINGS IN ROOF SHEATHING WITH STRUCTURAL ENGINEER. 11. ALL BOX COLUMNS AND 'POP-OUTS' SHALL REMAIN OPEN AT TOP PLATE LINE TO ALLOW FOR VENTILATION 12. THE CONTRACTOR SHALL INSTALL DRAFT STOPPING TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES, SUCH THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1,000 S.F., OR PER MIN. REQUIREMENTS OF C.R.C SECTION 302.12.DRAFTSTOP MATERIALS TO BE NO LESS THAN1/2" GYP. BD. OR 3/8" PLYWOOD INSTALLED PARALLEL TO FLOOR AND ROOF FRAMING. 13. PRIOR TO THE RELEASE OF THE ROOF SHEATHING INSPECTION, THE APPLICANT SHALL SUBMIT CERTIFICATION, BY A SURVEY OR OTHER APPROPRIATE METHOD, THAT THE HEIGHT OF THE STRUCTURES IS IN COMPLIANCE WITH THE ADOPTED APPROVAL RESOLUTION, AND THE HEIGHT LIMITATIONS OF THE APPLICABLE ZONING DISTRICT. 15. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY, WRITTEN CERTIFICATION BY A CALIFORNIA REGISTERED ENGINEER THAT THE ROOF SLOPE IS IN CONFORMANCE WITH THE APPROVED PLANS SHALL BE SUBMITTED TO THE CITY BUILDING INSPECTOR. 16. CLASS "A" ROOFING ASSEMBLY REQUIRED PER I.CC. ESR-1489: • 2 PIECE BARREL TILE BY REDLAND CLAY TILE, BAJA MISSION TILE WITH 100% MORTAR BOOST. ROOF TILES TO BE INSTALLED OVER (1) 90 MIL LAYER BITUTHANE OVER (1) LAYER 72 LB. PREMIUM MODIFIED MINERAL SURFACED FIBERGLASS CAP SHEET COMPLYING WITH ASTM D 3909 WITH A MIN. 2" OVERLAPS ON THE SIDES AND ENDS OVER SOLID ROOF SHEATHING PER STRUCTURAL DRAWINGS. PROVIDE (2) 90 MIL LAYERS BITUTHANE OVER (1) LAYER 72 LB. PREMIUM MODIFIED MINERAL SURFACED FIBERGLASS CAP SHEET AT ROOFS SLOPED LESS THAN 3:12 INSTALLED PER ICC ESR-2783. • NOTES: • ROOF TILE COLOR PATTERN SHALL BE NON-UNIFORM. TILES SHALL HAVE RANDOM EXPOSURE WITH MORTAR AND TILE BOOST. • WEIGHT APPROXIMATELY 15.0 POUNDS PER SQUARE FOOT MINIMUM. REFER TO EXTERIOR ELEVATIONS AND DETAIL SHEETS FOR ADDITIONAL INFORMATION AND STRUCTURAL CALCULATIONS FOR ACTUAL WEIGHTS OF ROOFING MATERIALS. 17. ROOF TILE NAILING SHALL BE PER THE MFGR. SPECIFICATIONS AND PER C.R.C TABLE R905.3.7 AS MINIMUM REQUIREMENTS: A. ROOF NAILING TO BE MINIMUM 11 GAL. CORROSION-RESISTANT NAILS LONG ENOUGH TO PENETRATE SHEATHING OR 3/4". B. ALL RAKE TILES SHALL BE NAILED WITH 2 NAILS. C. THE HEAD OF ALL TILES SHALL BE NAILED. D. THE NOSES OF ALL RIDGE, HIP AND RAKE TILES SHALL BE SET IN A BEAD OF APPROVED ROOFER'S MASTIC. E. THE NOSES OF ALL EAVE COURSE TILES SHALL BE FASTENED WITH APPROVED CLIPS. F. PROVIDE FASTENERS TO RESIST WIND LOADS OVER 85 MPH 18. ALL ROOF EAVE GUTTERS SHALL BE 4" CONTINUOUS, HALF-ROUND, NON-EXTRUDED, GALVANIZED METAL WITH GUTTER GUARDS PER C.R.C R337.5.4. ALL DOWNSPOUTS SHALL BE 4" DIA. ROUND, GALVANIZED METAL w/ GENTLE SWEEPING CURVES. REFER TO EXTERIOR ELEVATIONS FOR LOCATION(S) AND COLOR. 19. COORDINATE CONNECTION OF CONTINUOUS ROOF EAVE GUTTERS AND DOWNSPOUTS TO ALLOW WATER TO FLOW AWAY FROM THE HOUSE. DOWNSPOUTS SHOULD BE CONNECTED TO CLOSED PIPES THAT DISCHARGE INTO SITE STORM DRAIN SYSTEM OR ON TO PAVED SURFACES THAT CARRY THE WATER AWAY AT LEAST 5'-0" FROM THE BUILDINGS FOUNDATION. REFER TO CIVIL DRAWINGS FOR SITE DRAINAGE. 20. VENTING SHALL EXTEND ABOVE THE ROOF AND SHALL TERMINATE IN A VENT CAP. TERMINATION POINTS SHALL BE AT LEAST 4 FEET BELOW OR HORIZONTALLY FROM AND 1 FOOT ABOVE ANY OPENING INTO THE BUILDING, BE AT LEAST 3 FEET ABOVE ANY FORCED AIR INLET INTO THE BUILDING LOCATED WITHIN 10 FEET, AND SHALL BE 4 FEET AWAY FROM THE PROPERTY LINE, PER C.M.C. SECTIONS 802.6.2 AND 802.6.2.6. 21. ANY FORCED AIR UNITS LOCATED IN THE ATTIC MUST BE POSITIONED IN SUCH A MANNER THAT THE REQUIRED DISTANCE FROM THE VENT OUTLET TO THE TOP OF THE FLUE CAP IS WITHIN THE ATTIC, ALLOWING THE EXTERIOR HEIGHT OF THE FLUE CAP ABOVE THE FINISHED ROOFING TO BE THE MINIMUM ALLOWED BY CODE. 22. SOLAR REFLECTANCE AND THERMAL EMMITTANCE FOR NEW CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE COOL ROOF STANDARDS AND THE CALIF. ENERGY CODE, SECTION 150.0 23. EXPOSED ATTIC FLOOR INSULATION SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER PER ASTM E 970. ATTIC VENTILATION 1. PER C.R.C. SECTION R806 - ENCLOSED ATTICS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATION OPENINGS PROTECTED AGAINST RAIN AND SNOW. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED EXCEPT THAT REDUCTION OF THE TOTAL AREA TO 1/300 IS PERMITTED PROVIDED THAT AT LEAST 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE THE EAVE OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. 2. CLASS I OR II VAPOR BARRIER SHALL BE INSTALLED ON THE WARM-IN- WINTER SIDE OF THE CEILING. THUS AS AN ALTERNATIVE, THE NET FREE CROSS-VENTILATION AREA MAY BE REDUCED TO 1/300 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. 4. ATTIC VENT FREE VENTILATING VALUES SHALL BE CONFIRMED PRIOR TO INSTALLATION BY THE CONTRACTOR. ANY DEVIATIONS OR DISCREPANCIES SHALL BE FORWARDED TO THE ARCHITECT FOR RECALCULATION OF ATTIC VENTILATION. 5. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION RESISTANT METAL MESH. MESH OPENINGS SHALL BE A MIN. OF 1/16" AND SHALL NOT EXCEED 1/8" IN DIMENSION, PER C.R.C. SECTION R327.6.2. 6. PROVIDE ATTIC VENTILATION AT ALL ENCLOSED ATTICS USING CLOAKED TILE VENTS (O'HAGIN): TILE VENTS TO BE LOCATED SUCH THAT THEY PROVIDE CROSS "BALANCED" VENTILATION OF THE ENCLOSED SPACE. EACH VENT PROVIDES 86.25 S.I. NET FREE AREA PER I.C.C. LEGACY REPORT 9650A. 7. MECHANICAL VENTILATING VALUES SHALL BE CONFIRMED PRIOR TO INSTALLATION BY THE CONTRACTOR. PROVIDE 120V SINGLE PHASE 200 CFM FANS WITH A COEFFICIENT OF 0.1 EXTERNAL STATIC PRESSURE TO VENTILATE ATTIC SPACES. CONTACTOR TO VERIFY NUMBER OF FANS REQUIRED TO EFFICIENTLY VENTILATE ATTIC SPACE. FANS TO BE HEAT SENSOR ACTIVATED. 1 A6.0 2 A6.0 1 A6.1 2 A6.1 3" / 1'-0"3" / 1'-0"ROOF OVER ELEVATOR ROOF OVER STAIR & LANDINGS TYP EAVE ROOFED JACUZZI EQUIPMENT ENCLOSURE 5'-0"6'-0"15'-0"FYSBADDITIONAL 3rd FLR SETBACK15'-0"RYSBADDITIONAL 3rd FLR SETBACK 3'-0" SYSB 3'-0" SYSB 2'-0" ADDITIONAL 3rd FLR SETBACK UPPER 3rd FLOOR DECK PROPOSED CONCEALED TRENCH DRAIN TO DOWNSPOUT PROPOSED CONCEALED TRENCH DRAIN TO DOWNSPOUT LOWER 3rd FLOOR DECK SLOPE TO SIDES TO CONCEALED TRENCH DRAINS (1/8:12-1/4:12) SLOPE TO SIDES TO CONCEALED TRENCH DRAINS (1/8:12-1/4:12) JACUZZI W/ WATERFALL EDGE TO TROUGH PROPOSED CONCEALED TRENCH DRAIN TO DOWNSPOUT GUTTER PROPOSED CONCEALED TRENCH DRAIN TO DOWNSPOUT 3 A6.0 38'-9 3/8"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0" 3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"7"7"6" / 1'-0"3 5/8" / 1'-0"GLASS GUARDRAIL W/ RECESSED BASE SHOE, +42" AFF AT DECK GLASS GUARDRAIL W/ RECESSED BASE SHOE, +42" AFF AT DECK BARREL ROOF BARREL ROOF ROOF OVER BAY WINDOW (BELOW) LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:37 PMC:\Local Revit Projects\JACOB\Jacob_Danielle.rvt A5.0 ROOF PLAN 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author AREA #AREA CALCULATION RATIO IN² OF VENTILATION REQ.VENT TYPE IN² PER VENT # OF VENTS IN² OF VENTILATION PROVIDED 1/4" = 1'-0"1ROOF PLAN NO. DATE DESCRIPTION NORTH (REF)COMPASS NORTH3RD FLR SQUARE FOOTAGE CALCS THIRD FLOOR (ENCLOSED):61 SF THIRD FLOOR (UNENCLOSED):125 SF TOTAL:186 SF LOT SIZE:1,786 SF BUILDABLE AREA: 1,155 SF FAR (2 X BUILDABLE AREA):2,310 SF MAX. ENCLOSED 3RD FLR (15% BUILDABLE):173 SF MAX ENCLOSED AND UNENCLOSED 3RD FLR (50% BUILDABLE):1,155 SF NO MAX UNCOVERED DECK PA2022-0262 ELEVATION NOTES 1. DO NOT SCALE DRAWINGS. 2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 3. ALL RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL. 4. CONTRACTOR TO PROVIDE MOCK-UP OF ROOF TILES, EXTERIOR PLASTER FINISH COLOR AND TEXTURE, HEAVY TIMBER WOOD STAIN COLOR, GUTTER AND DOWN SPOUT PAINT COLOR, AND EXTERIOR WINDOW AND DOOR FRAME FINISH FOR ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. 5. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET AND TO BE A MINIMUM OF 4" HIGH X 1" WIDE NONCOMBUSTIBLE, CONTRASTING MATERIALS OR PER LOCAL CITY AND FIRE DEPARTMENT REQUIREMENTS. 6. REFER TO LANDSCAPE DRAWINGS FOR THE HARDSCAPE PAVING MATERIAL PLAN, SOFTSCAPE PLANTING PLAN, IRRIGATION PLAN, GARDEN WALLS, EXTERIOR GUARDRAILS AND HANDRAILS, FENCE(S), GATES, SWIMMING POOL AND SPA PLAN. . .ETC. EXTERIOR ELEVATION AND SECTION KEYNOTES ELEVATION LEGEND PROPERTY LINE SETBACK LINE NATURAL GRADE/HEIGHT LIMITA A101 1 SIM KEYNOTE DETAIL CALLOUT ROOF VENT T.O. SLAB 1ST FL. 9.00' FIN. FL. 3RD FL. 29.50' FIN. FLR 1.5 17.13' FIN. FLR 2.5 25.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' PROPOSED GAR THRESHOLD 7.43' ADU CLG 24.42' ADU WND GUARD 19.13'29'-0"7'-6"ROOF AT ELEVATOR BEYOND 2'-0"ROOFED ENCLOSURE FOR JACUZZI EQUIPMENT COVERED BREEZEWAY WROUGHT IRON WINDOW GUARD 3'-4"3'-3" PUBLIC SIDEWALK 7.25' T.O. SLAB 1ST FL. 9.00' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' FIN. FL. 3RD FL. 29.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00'9'-6"GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39'8'-3"29'-0"WND GUARD 22.15' COVERED BREEZEWAY WET BAR OUTDOOR BAR SLATE ROOF PLASTER FINISH, TYP FALL PROTECTION (TBD) -DASHED FOR CLARITY PUBLIC SIDEWALK 7.25' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' FIN. FL. 3RD FL. 29.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39' WND GUARD 22.15'2'-0"FALL PROTECTION (TBD) -DASHED FOR CLARITY 2'-0"PUBLIC SIDEWALK 7.25' LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:48 PMC:\Local Revit Projects\JACOB\Jacob_Danielle.rvt A6.0 EXTERIOR ELEVATIONS 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author #CATEGORY MANUFACTURER MATERIAL COLOR FINISH NOTES A EXTERIOR PLASTER MERLEX 3-COAT STUCCO SYSTEM GP-8685 SMOOTH COAT EXTERIOR LATH & PLASTER SHALL CONFORM TO C.R.C. SECTION 703.6 - 703.6.5 & R327. PROVIDE FIBERGLASS ANTI-CRACHING MESH WITH DRYBOND CEMENTITIOUS BONDER COAT & POLYBOND CEMENT ACRYLIC TOP COAT. 1/4" = 1'-0"1SOUTH ELEVATION 1/4" = 1'-0"2NORTH ELEVATION 1/4" = 1'-0"3 NORTHEAST ELEVATION (PARALLEL) NO. DATE DESCRIPTION PA2022-0262 ELEVATION NOTES 1. DO NOT SCALE DRAWINGS. 2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 3. ALL RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL. 4. CONTRACTOR TO PROVIDE MOCK-UP OF ROOF TILES, EXTERIOR PLASTER FINISH COLOR AND TEXTURE, HEAVY TIMBER WOOD STAIN COLOR, GUTTER AND DOWN SPOUT PAINT COLOR, AND EXTERIOR WINDOW AND DOOR FRAME FINISH FOR ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION. 5. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET AND TO BE A MINIMUM OF 4" HIGH X 1" WIDE NONCOMBUSTIBLE, CONTRASTING MATERIALS OR PER LOCAL CITY AND FIRE DEPARTMENT REQUIREMENTS. 6. REFER TO LANDSCAPE DRAWINGS FOR THE HARDSCAPE PAVING MATERIAL PLAN, SOFTSCAPE PLANTING PLAN, IRRIGATION PLAN, GARDEN WALLS, EXTERIOR GUARDRAILS AND HANDRAILS, FENCE(S), GATES, SWIMMING POOL AND SPA PLAN. . .ETC. EXTERIOR ELEVATION AND SECTION KEYNOTES ELEVATION LEGEND PROPERTY LINE SETBACK LINE NATURAL GRADE/HEIGHT LIMITA A101 1 SIM KEYNOTE DETAIL CALLOUT ROOF VENT T.O. SLAB 1ST FL. 9.00' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' FIN. FL. 3RD FL. 29.50' FIN. FLR 1.5 17.13' T.O. GARAGE PLT. 15.99' FIN. FLR 2.5 25.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' PROPOSED GAR THRESHOLD 7.43' (E) GRADE AT ALLEY 7.27' GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39' WND GUARD 22.15' ADU CLG 24.42' ADU WND GUARD 19.13'7'-6"5'-6"6'-0"9'-6"8'-3"24'-0"29'-0"(BASE FOR HT LIMIT)2'-0"ELEVATOR SHAFT ROOF BEYOND 2'-0"GUARDRAIL: GLASS PANEL WITH RECESSED BASE SHOE, +42" MIN AFF - TYP AT UPPER & LOWER DECKS PUBLIC SIDEWALK 7.25' T.O. SLAB 1ST FL. 9.00' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' FIN. FL. 3RD FL. 29.50' FIN. FLR 1.5 17.13' T.O. GARAGE PLT. 15.99' FIN. FLR 2.5 25.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' HT LIMIT (SLOPED ROOF) 38.00' PROPOSED GAR THRESHOLD 7.43' (E) GRADE AT ALLEY 7.27' GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39' ADU CLG 24.42' ADU WND GUARD 19.13' ROOF OVER ELEVATOR SHAFT SLATE ROOF, TYP GUARDRAIL: GLASS PANEL WITH RECESSED BASE SHOE, +42" MIN AFF - TYP AT UPPER & LOWER DECKS GUTTER 29'-0"PLASTER EXTERIOR, TYP 2'-0"PUBLIC SIDEWALK 7.25' LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:52 PMC:\Local Revit Projects\JACOB\Jacob_Danielle.rvt A6.1 EXTERIOR ELEVATIONS 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author #CATEGORY MANUFACTURER MATERIAL COLOR FINISH NOTES A EXTERIOR PLASTER MERLEX 3-COAT STUCCO SYSTEM GP-8685 SMOOTH COAT EXTERIOR LATH & PLASTER SHALL CONFORM TO C.R.C. SECTION 703.6 - 703.6.5 & R327. PROVIDE FIBERGLASS ANTI-CRACHING MESH WITH DRYBOND CEMENTITIOUS BONDER COAT & POLYBOND CEMENT ACRYLIC TOP COAT. 1/4" = 1'-0"1EAST ELEVATION 1/4" = 1'-0"2WEST ELEVATION NO. DATE DESCRIPTION PA2022-0262 SECTION LEGEND NEW 2x6 WOOD STUD WALLS NEW CONC. WALL/SLAB, REFER TO STRUCTURAL NEW 2x4 WOOD STUD WALLS/CEILINGS 1HR FIRE RATED PROPERTY LINE SETBACK LINE NATURAL GRADE/HEIGHT LIMIT NEW WOOD JOIST FLOOR/ROOF A A101 1 SIM KEYNOTE DETAIL CALLOUT SECTION NOTES 1. DO NOT SCALE DRAWINGS. 2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION. 3. TITLE-24 BUILDING ENERGY EFFICIENCY STANDARDS: A. INSULATION: • ROOF/ CEILINGS (R-38) • EXTERIOR WALLS, INCL. FURRED BASEMENT WALLS (R-19) • FRAMED FLOORS (R-30) • BATHROOM AND LAUNDRY ROOM INTERIOR WALLS (R-13) B. **USE ABOVE NOTED VALUES IF GREATER THAN TITLE-24 MINIMUMS. C. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS DESCRIBED IN SECTION 10-103(A)2.A AND FOR WHICH THE BUILDING PERMIT WAS ISSUED AND CONFORMS WITH THE REQUIREMENTS OF PART 6. THE CERTIFICATE SHALL STATE THE MANUFACTURERS NAME AND MATERIAL IDENTIFICATION, THE INSTALLED "R" VALUE AND (IN APPLICATION OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURERS LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED "R" VALUE. 4. FIREBLOCKING AND DRAFTSTOPPING SHALL BE PROVIDE THROUGH OUT THE STRUCTURE PER C.R.C. SECTIONS R302.11 AND R302.12. 5. EXPOSED ATTIC FLOOR INSULATION SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.02 WATT PER SQUARE CENTIMETER PER ASTM E 970. 6. PROVIDE A MINIMUM 1" AIRSPACE REQUIRED BETWEEN INSULATION AND ROOF SHEATHING PER C.R.C SECTION R806.3. 7. REFER TO SHEET (T-24.0) FOR THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS (CF-1R AND MF-1R) FOR ENERGY COMPLIANCE. 8. BUILDING SECTIONS ARE FOR ARCHITECTURAL DESIGN INTENT ONLY. • REFER TO STRUCTURAL DRAWINGS FOR: A. FOUNDATION AND FOOTING DETAILS. B. FLOOR, WALL, AND ROOF WOOD FRAMING MEMBER SIZES AND DETAILS. C. STRUCTURAL STEEL MEMBER SIZES AND DETAILS. D. DIRECTION OF WOOD FRAMING AND STEEL MEMBERS. E. SHEAR WALL AND HOLD-DOWN LOCATION, SIZES AND DETAILS. 9. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL INTERIOR FINISHES, CEILINGS HEIGHTS AND DESIGNS / DETAILS. EXTERIOR ELEVATION AND SECTION KEYNOTES T.O. SLAB 1ST FL. 9.00' T.O. SHTG 2ND FL. 20.10' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' T.O. SHTG 3RD FL. 29.45' FIN. FL. 3RD FL. 29.50' FIN. FLR 1.5 17.13' T.O. GARAGE PLT. 15.99' FIN. FLR 2.5 25.50' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00'MIN.3'-6"MIN.3'-6"MIN.7'-6"CLR7'-3 1/2"PROPOSED GAR THRESHOLD 7.43'8'-7"(E) GRADE AT ALLEY 7.27'24'-0"29'-0"WND GUARD 22.15'ADU CLG 24.42' ADU WND GUARD 19.13' PUBLIC SIDEWALK 7.25' ADU BEDROOM ADU BA2-CAR GARAGE KITCHEN DINING PRIMARY BATH PRIMARY WIC T.O. SLAB 1ST FL. 9.00' T.O. SHTG 2ND FL. 20.10' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' T.O. SHTG 3RD FL. 29.45' FIN. FL. 3RD FL. 29.50' T.O. 1ST FL. PLT. 18.85' T.O. 2ND FL. PLT. 28.44' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39' COVERED BREEZEWAY PLT 36.15' WETBAR PLT 36.65' PUBLIC SIDEWALK 7.25' KITCHEN SHARED LAUNDRY SHARED STAIR & VEST. ENTRY SHARED STAIR & VEST. PRIMARY WIC COVERED BREEZEWAY WET BAR FIN. FLR 1.5 17.13' T.O. GARAGE PLT. 15.99' FIN. FLR 2.5 25.50' T.O. FLR. 2.5 PLT. 24.47' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' (E) GRADE AT ALLEY 7.27' COVERED BREEZEWAY PLT 36.15' ADU CLG 24.42' 2-CAR GARAGE ADU BEDROOMADU LIVING ROOM LOWER DECK T.O. SLAB 1ST FL. 9.00' T.O. SHTG 2ND FL. 20.10' FIN. FL. 1ST FL. 9.30' FIN. FL. 2ND FL. 20.15' T.O. SHTG 3RD FL. 29.45' FIN. FL. 3RD FL. 29.50' FIN. FLR 1.5 17.13'T.O. 1ST FL. PLT. 18.85'T.O. GARAGE PLT. 15.99' FIN. FLR 2.5 25.50' T.O. 2ND FL. PLT. 28.44' T.O. FLR. 2.5 PLT. 24.47' HT LIMIT (GUARDRAIL) 33.00' HT LIMIT (SLOPED ROOF) 38.00' HT LIMIT (SLOPED ROOF) 38.00' PROPOSED GAR THRESHOLD 7.43' (E) GRADE AT ALLEY 7.27' GREAT ROOM CLG 18.80' PRIM. BDRM CLG 28.39' COVERED BREEZEWAY PLT 36.15' WND GUARD 22.15' WETBAR PLT 36.65' ADU CLG 24.42' ADU WND GUARD 19.13' PUBLIC SIDEWALK 7.25' SHARED LAUNDRY 2-CAR GARAGE KITCHEN GREAT ROOM ADU BEDROOM ADU KITCHENCOVERED BREEZEWAY LOWER DECK JACUZZI UPPER DECK PRIMARY BEDROOMPRIMARY BATH LICENCE STAMP: THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT WRITTEN PERMISSION. IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY, PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED. NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48" PROJECT NUMBER: SUBMITTAL: REVISION: DATE DESCRIPTION PERMIT NUMBER: CLIENT: 11/7/2022 12:27:55 PMC:\Local Revit Projects\JACOB\Jacob_Danielle.rvt A7.0 BUILDING SECTIONS 2022-002 11/07/22 COASTAL DEV. PERMITJACOB RESIDENCE215 EDGEWATER AVE ENEWPORT BEACH, CA 92661DESIGN DEVELOPMENTBOB & KRISTI JACOB PRINCIPAL: HOMER OATMAN DRAWN BY: Author #CATEGORY MANUFACTURER MATERIAL COLOR FINISH NOTES A EXTERIOR PLASTER MERLEX 3-COAT STUCCO SYSTEM GP-8685 SMOOTH COAT EXTERIOR LATH & PLASTER SHALL CONFORM TO C.R.C. SECTION 703.6 - 703.6.5 & R327. PROVIDE FIBERGLASS ANTI-CRACHING MESH WITH DRYBOND CEMENTITIOUS BONDER COAT & POLYBOND CEMENT ACRYLIC TOP COAT. 1/4" = 1'-0"1SECTION 1 1/4" = 1'-0"2SECTION 2 1/4" = 1'-0"4SECTION 4 NO. DATE DESCRIPTION 1/4" = 1'-0"3SECTION 3 LOWER DECK UPPER DECK(ENCLOSED, NON- LIVABLE VOLUME) PA2022-0262