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Home My WebLink AboutPA2023-0043_230411_306 Via Lido Nord_CDP Submittal Set_Revision ALICENCE 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: 4/11/2023 1:55:41 PM T1.0 COVER SHEET 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: ALLIE SCHIEBLE NO. DATE DESCRIPTION PROJECT TEAM COUNTY ASSESSOR'S MAP 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. DEFERRED SUBMITTALS ABBREVIATIONS CLIENT: CAMILLE AND JOUMANA RIZKO 306 VIA LIDO NORD NEWPORT BEACH, CA 92663 ARCHITECT: OATMAN ARCHITECTS, INC. 412 31ST STREET NEWPORT BEACH, CA 92663 949.675.1755 OFFICE 949.657.1758 FAX CONTACT: ALLIE SCHIEBLE INTERIOR DESIGNER: INSERT DESIGN STUDIO 245 FISCHER AVENUE, SUITE A-8-A COSTA MESA, CA 92626 714.714.0060 (OFFICE) CONTACT: JENNA SCHUMACHER STRUCTURAL ENGINEER: BORM INTERNATIONAL 2211 MICHELSON DRIVE, SUITE 450 IRVINE, CA 92612 949.752.0601 CONTACT: MASOUD BOKAIE MECHANICAL/PLUMBING ENGINEER/ELECTRICAL ENGINEER: CIVIL/SURVEYOR: TOAL ENGINEERING, INC. 139 AVENIDA NAVARRO SAN CLEMENTE, CA 949.492.8586 OFFICE CONTACT: VIKTOR MEUM CITY OF NEWPORT BEACH 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, DEFERRED SUBMITTAL SETBACKS (MAP S-3A): FRONT (VIA LIDO NORD): 4FT FRONT (NEWPORT BAY): 0 FT SIDE: 4 FT HEIGHT LIMIT: CITY: 28 FT FLAT ROOF/33 FT SLOPED ROOF W/ 3:12 MIN. PITCH LICA (HOA): 24 FT FROM AVG. TOC FLOOD ZONE: 'X' VICINITY MAP CODES AND REQUIREMENTS ARCHITECTURAL A1.0 ARCHITECTURAL SITE PLAN A2.0 SLAB PLAN A3.0 DEMOLITION PLAN A4.0 FLOOR PLANS A4.1 FLOOR AREA EXHIBIT A5.0 ROOF PLAN A6.0 EXTERIOR ELEVATIONS A6.1 EXTERIOR ELEVATIONS A7.0 BUILDING SECTIONS A7.1 BUILDING SECTIONS A9.0 SCHEDULES GENERAL T1.0 COVER SHEET E1 CONSTRUCTION POLLUTION PREVENTION PLAN LIDO ISLE COMMUNITY ASSOC. SQUARE FOOTAGE CALCS NEW TOTAL SQUARE FOOTAGE: FIRST FLOOR (INCLUDING GARAGE): 2,679 SF SECOND FLOOR:2,381 SF TOTAL:5,060 SF COVERED TERRACE: 369 SF FRONT 2ND FL. BALCONY: 124 SF REAR 2ND FL. BALCONY: 221 SF LOT SIZE:4,050 SF LOT DIMENSIONS: 90' X 45' BUILABLE AREA: LOT SIZE (4,050 SF) MINUS SETBACKS (868 SF): 3,182 SF ALLOWABLE FLOOR AREA: 1.75 X BUILDABLE AREA: 5,568 SF OPEN VOLUME: 15% OF BUILDABLE AREA REQUIRED: 477 SF PROVIDED:689 SF NEW 2-STORY SINGLE FAMILY DWELLING WITH 5 BEDROOMS, 5.5 BATHROOMS AND ATTACHED 3-CAR GARAGE. NEW SUBTERRANEAN STORAGE BELOW TERRACE AT BAY SIDE. CITY: NEWPORT BEACH COUNTY: ORANGE COMMUNITY: LIDO ISLE COMMUNITY ASSOC. GENERAL PLAN LAND USE: RM MULTIPLE RESIDENTIAL ZONING: RM MULTIPLE RESIDENTIAL PARCEL (APN): 423-144-14 TRACT: 907 LOT: 846 AND WESTERLY 1/2 OF 845 LEGAL DESCRIPTION PROJECT SCOPE SHEET INDEX RIZKO RESIDENCE CIVIL TP-01 TOPOGRAPHIC SURVEY C1 PRELIMINARY GRADING PLAN NEW TOTAL SQUARE FOOTAGE: FIRST FLOOR (INCLUDING GARAGE): 2,679 SF SECOND FLOOR:2,619 SF TOTAL:5,298 SF LOT SIZE:4,050 SF LOT DIMENSIONS: 90' X 45' BUILABLE AREA: LOT SIZE (4,050 SF) MINUS SETBACKS (868 SF): 3,182 SF ALLOWABLE FLOOR AREA: 1.70 X BUILDABLE AREA: 5,409.4 SF CITY OF NEWPORT BEACH GRADE ESTABLISHMENT CALCS LIDO ISLE COMMUNITY ASSOC. AVERAGE TOP OF CURB CALCS ESTABLISHMENT OF GRADE (SITE IS <5% SLOPE) SURVEY POINTS AT EXISTING BUILDING CORNERS: 12.35' + 12.95' + 12.7' + 12.32' = 50.32' / 4 = 12.58' AVERAGE TOP OF CURB AT PROPERTY LINE CORNERS: 12.87' + 12.79' = 25.66' / 2 = 12.83' PROPOSED RESIDENCE F.F.=13.61 T/SLAB=13.42 PAD=______ PROPOSED GARAGE JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o San Cle m ente , CA 9 26 72 9 4 9 .4 9 2 .8 5 8 6 www.toa lengi nee ring.com C I V I L E N G I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY OF PLANS PREPARED BY: PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: CAMILLE & JOUMANA RIZKO 224 VIA EBOLI NEWPORT BEACH, CA 92663 TEL: (818) 288-8847 CALEB RIOS R.C.E. 57587 DATE: 1/8"=1' N/A10/27/2020 3/28/2023 M.F.B. M.F.B. C.R. 22225 1 1 E1 RI Z K O R E S I D E N C E LO T S 8 4 6 & P O R . 8 4 5 , T R A C T 9 0 7 30 6 V I A L I D O N O R D , N E W P O R T B E A C H , C A CO N S T R U C T I O N P O L L U T I O N PR E V E N T I O N P L A N LEGENDNOTE EROSION CONTROL BMPs TEMPORARY SEDIMENT CONTROL WIND EROSION CONTROL TRACKING CONTROL WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL NON-STORMWATER MANAGEMENT YEAR-ROUND BMP REQUIREMENTS BENCHMARK NOTE: OCSBM NB3-12-92 ELEV=11.912 NAVD88 DATUM, 2015 ADJ. EASEMENT NOTE: THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT. UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY. 1 A 4' WIDE EASEMENT FOR PUBLIC UTILITY PURPOSES SHOWN AS DEDICATED AND ACCEPTED ON A MAP OF TRACT 907 JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o S a n C le me n t e , C A 9 2 6 7 2 9 4 9 .4 9 2 .8 5 8 6 w w w.to ale n g i n ee rin g .co m C I V I L E N G I N E E R I N G L A N D S U R V E Y I N G ST ORMWATE R Q UA LI TY OF PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: GERALD AND LYNN PHARRIS S T A TE OF CA L I F OR NIA LICE N S E D LAND SU R V E Y ORVIKTOR P. MEUM No. 8682 VIKTOR P. MEUM P.L.S. 8682 DATE: 1/8"=1' -10-27-20 11-22-20 MSF - VM 20211 1 1 TP-01 LO T 8 4 6 A N D N W L ' Y 1 / 2 O F L O T 8 4 5 , T R A C T 9 0 7 , A P N 4 2 3 - 1 4 4 - 1 4 30 6 V I A L I S O N O R D , N E W P O R T B E A C H , C A L I F O R N I A TO P O G R A P H I C S U R V E Y BOUNDARY NOTE: SCALE: 1/8"=1' PROPOSED RESIDENCE F.F.=13.61 T/SLAB=13.42 PAD=______ PROPOSED GARAGE DISPOSITION NOTES JOB NO.SHEET 1 3 9 A v e n i d a N a v a r r o San Cle m en te , CA 92672 9 4 9 .4 9 2 .8 5 8 6 www.toalengineering.com C I V I L EN G I NE ER I NG L A N D S U R V E Y I N G STORMWATER QUALITY OF PLANS PREPARED BY: PREPARED FOR: AP V D . DA T E R E V I S I O N S BY DA T E APPD.: DATE: DWG. NO. H. SCALE: V. SCALE:SURVEY DATE: CHD.: DRN.: CAMILLE & JOUMANA RIZKO 224 VIA EBOLI NEWPORT BEACH, CA 92663 TEL: (818) 288-8847 CALEB RIOS R.C.E. 57587 DATE: 1/8"=1' N/A10/27/2020 2/15/2023 A.A. M.B. C.R. 22225 1 1 C1 RI Z K O R E S I D E N C E LO T S 8 4 6 & P O R . 8 4 5 , T R A C T 9 0 7 30 6 V I A L I D O N O R D , N E W P O R T B E A C H , C A PR E L I M I N A R Y G R A D I N G P L A N ADDITIONAL NOTES EASEMENT NOTE BENCH MARK LEGEND SCOPE OF WORK UTILITY NOTES CITY OF NEWPORT BEACH NOTES DN SITE LEGEND PROPERTY LINE MINIMUM BUILDING SETBACK LINE 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. FIRE HYDRANT WATER VALVE FH WV 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 THE MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR LOCATION(S) OF ALL UTILITIES AND MECHANICAL EQUIPMENT NOT SHOW ON THE SITE PLAN. 7. EXISTING SEWER COLLECTION, WATER, AND GAS DISTRIBUTION ARE PUBLIC SYSTEMS. 8. 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. 9. 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. 10. 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. 11. 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. 12. 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". 13. MINIMUM SLOPE OF SEWER LINE AND DRAINAGE PIPING IS 2% PER C.P.C. SECTION 708. 14. 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. 15. 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. 16. 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. 17. 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. 18. 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. 19. 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. 20. 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). 21. 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. 22. N.F.P.A. 13-D AUTOMATIC FIRE SPRINKLER SHALL BE INSTALLED AND ENHANCED TO INCLUDE COVERAGE OF FOYERS, ALL BATHROOMS AND CLOSETS. 23. 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. 24. SEE SHEET GN-3.0 FOR O.C.F.A. NOTES. 0 FT FYSB (NEWPORT BAY) X GFF: 12.9' X T.O. SLAB: 13.42' FIN. FL.: 13.61'X FI N . S U R F A C E A T S T O R A G E : 9. 0 2 ' FIN. SURFACE AT BAYFRONT (9.02') EA V E T O P L 3'- 0 " EAVE TO PL 3'-1 3/8" EAVE ON PL EAVE TO PL 4'-0" P R O P E R T Y L I N E : 9 0 . 0 0 ' P R O P E R T Y L I N E : 9 0 . 0 0 ' P R O P E R T Y L I N E : 4 5 . 0 0 ' P R O P E R T Y L I N E : 4 5 . 0 0 ' B E A C H V I A L I D O N O R D OUTLINE OF 1ST FLOOR OUTLINE OF 2ND FLOOR 2ND FLOOR BALCONY 1ST FLOOR TERRACE BOAT STORAGE AT GRADE OUTLINE OF ROOF EAVE OUTLINE OF ROOF EAVE OVER ENTRY N E W 2 - S T O R Y S F D GATE AND FENCE/WALL (MAX. 5FT ABV. GRADE)TRASH/RECYCLE BINS GAS METER WATER METER GATE AND FENCE/WALL (MAX. 5FT ABV. GRADE) HARDSCAPE (SEE CIVIL DWGs) HARDSCAPE HA R D S C A P E / D R I V E W A Y PL A N T E R PL A N T E R PLANTER AREA AC CONSENSER LOCATIONS (TBD) ARCHITECTURAL PROJECTION AT 2ND FLR BALCONY CURB TYP. 3" ARCHITECTURAL PROJECTION AT 2ND FLR BALCONY CURB EAVE AT CHIMNEY MAX 1'-0" CHIMNEY CHIMNEY PROJECTION 7'-8" EXISTING PROPERTY LINE WALL EXISTING PROPERTY LINE WALL NEW GATE SYSB 4'-0" SYSB 4'-0" FYSB 4'-0" VIA LIDO 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: 4/11/2023 1:54:56 PM A1.0 ARCHITECTURAL SITE PLAN 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: Author NO. DATE DESCRIPTION 1/4" = 1'-0"1ARCHITECTURAL SITE PLAN NORTH (REF) C O M P A S S N O R T H SLAB PLAN NOTES 1. THIS PLAN IS FOR REFERENCE ONLY. 2. COMPARE AND VERIFY SLAB ELEVATIONS VARIATIONS AS SHOWN ON THE BASEMENT AND FIRST FLOOR PLANS PRIOR TO AND DURING CONSTRUCTIONS. 3. COMPARE AND VERIFY ALL DIMESIONS AS SHOWN ON THE BASEMENT AND FIRST FLOOR PLANS PRIOR TO AND DURING CONSTRUCTIONS. 4. COMPARE AND VERIFY ALL EXTERIOR WALL THICKNESS AND EXTERIOR DOOR ROUGH OPENING SIZES IN RELATION TO THE END OF SLAB AND PERIMETER CURB PRIOR TO CONSTRUCTION. 5. COMPARE AND VERIFY ALL EXTERIOR DOOR DEPRESSIONS IN RELATION TO EXTERIOR DOOR ROUGH OPENING SIZES PER MANUFACTURER'S SPECIFICATIONS PRIOR TO CONSTRUCTION. 6. COMPARE AND VERIFY ALL HARDSCPE CONDITIONS IN RELATION TO THE ENDE OF SLAB AND PERIMETER CURB PRIOR TO CONSTRUCTION. 7. ANY DEVIATIONS OR DISCREPANCIES SHALL BE FORWARDED TO THE ARCHITECT. SLAB PLAN LEGEND NEW 6" X 6" CONC. CURB, U.N.O. POURED CONC. SLAB, SEE STRUCT. DEPRESSED SLAB AREA AND DEPTH DIMENSION 1 1 / 2 " T.O.S. 13.10' VERIFY W/ ELEV. MANUF. VERIFY W/ ELEV. MANUF. 6'-0" VERIFY W/ ELEV. MANUF. 5'-3 1/2" 1/2" 3-CAR GARAGE 1/4" PER FOOT SLOPE 4" 3'-0" 5'-2" 3" DN. 2" 1- 1 / 2 " MA X . 1- 1 / 2 " MA X . 6" 6" M I N . 6" 6" M I N . 1-1/2" 3/4" SLOPE PER CIVIL SL O P E PE R C I V I L SL O P E PE R C I V I L 6"6" 6" 6'-11 3/8" 22'-2" 1 1/4" 1'-0" 1'-0" HIGH POINT 18'-3 3/4" 18'-3 3/4" 6" 6" 4'-2 1/4" 27'-8" 3'-6 5/8" 4'-3 3/4" 4'-2 1/4"36'-4 3/4"39'-3"10'-2" 5'-3 1/2" 1/2" 18'-0 7/8" 2'-1 1/8"6" 6" MIN. 1'-1 1/4" 6"6" 6" 6" MIN. 6" MIN. 6" 6" 6" M I N . 4'-2 1/4"17'-0 1/2"3'-2"2'-7 3/4"2'-8 1/2"2'-10"15'-7 1/2"2'-10"28'-9 1/2"10'-2" 6"6" 6" M I N . 3'-2" 8" 15'-1 3/4" 2'-2 1/4" 6" 6" M I N . 6" MIN. 6" 6" 4'-2 1/4" 4'-8 3/4" 13'-7" 13'-7" 4'-8 3/4" 4'-2 1/4" 6" 6" 6" 6" FLOW LINE/CURB CUT 12.42' 4'-9 1/2"20'-1 1/4" GAR. FIN. FL.: 12.90 GAR. FIN. FL.: 13.32 GAR. FIN. FL.: 13.34 SLOPE PER CIVIL ALIGN FINISHES FIN. FL.: 13.61 GAR. FIN. FL.: 13.25 1- 1 / 2 " MA X . FIN. FL.: 13.61 FIN. FL.: 13.61 FIN. FL.: 13.61 FIN. FL.: 13.61 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: 4/11/2023 1:54:57 PM A2.0 SLAB PLAN 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: Author NO. DATE DESCRIPTION 1/4" = 1'-0"1SLAB PLAN P R O P E R T Y L I N E : 9 0 . 0 0 ' P R O P E R T Y L I N E : 9 0 . 0 0 ' P R O P E R T Y L I N E : 4 5 . 0 0 ' P R O P E R T Y L I N E : 4 5 . 0 0 ' B E A C H V I A L I D O N O R D SYSB 4'-0" FYSB 4'-0" SYSB 4'-0" VIA LIDO 0 FT FYSB (NEWPORT BAY) DEMOLISH EXISTING 2-STORY DWELLING WITH ATTACHED 3-CAR GARAGE (5,351 SF) DEMOLITION NOTES 1. DO NOT SCALE DRAWING. 2. SITE TO BE FENCED AT A HEIGHT BETWEEN 72 AND 84 INCHES USING A CHAIN LINK OVERLAID ON THE EXTERIOR WITH AN OPAQUE VINYL PENCE. 3. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST. 4. SEWER LINE SHALL BE CAPPED. 5. STREETS AND SIDEWALKS ARE TO REMAIN CLEAN AND FREE OF ANY OBSTRUCTIONS. 6. PEDESTRIAN CANOPY PROTECTION REQUIRED IF DEMOLITION IS WITHIN 10 FEET OF PUBLIC SIDEWALK. 7. EROSION CONTROL: A. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. B. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. C. TEMPORARY DE-SILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 8. THE ARCHITECT AND ARCHITECTS CONSULTANTS ARE NOT RESPONSIBLE FOR THE DISCOVERY, PRESENCE, HANDLING REMOVAL, OR DISPOSAL OF HAZARDOUS MATERIALS OR PERSONS EXPOSED TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. 9. CONTACT ARCHITECT FOR ANY QUESTIONS PRIOR TO DEMOLITION START. 10. CONTACT "DIGALERT" FOR ANY QUESTIONS PRIOR TO DEMOLITION START. 11. PRIOR TO DEMOLITION, CAP ALL NECESSARY UTILITIES IN A SAFE MINER BASED ON SCOPE OF WORK. 12. PRIOR TO ANY DEMOLITION, DISCUSS WITH THE OWNER THE OPTION OF SAVING ANY EXISTING FIXTURES, FAUCETS, ELECTRICAL FIXTURES, CABINETS, DOORS, WINDOWS, ETC. FOR PERSONAL USE OR DONATION. 13. DECONSTRUCTION/DEMOLITION PHASE WITH THE CLIENT FOR ANY MATERIALS TO BE DONATED. 14. DEMOLITION BEYOND THE APPROVED SCOPE OF WORK REQUIRES PLANNING DIVISION APPROVAL PRIOR TO COMMENCEMENT OF WORK. APPROVAL OF REVISIONS TO PROJECT PLANS ARE NOT GUARANTEED. ANY CHANGES IN THE CURRENT SCOPE OF WORK MAY REQUIRE A COASTAL DEVELOPMENT PERMIT AND THE ENTIRE STRUCTURE TO BE DEMOLISHED AND REDEVELOPED IN CONFORMANCE WITH THE CURRENT ZONING CODE DEVELOPMENT STANDARDS AND LOCAL COASTAL PROGRAM. 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: 4/11/2023 1:54:58 PM A3.0 DEMOLITION PLAN 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: Author NO. DATE DESCRIPTION 1/4" = 1'-0"1DEMOLITION PLAN UP DN DN DN FLOOR PLAN LEGEND NEW 2x6 WOOD STUD WALLS NEW CONC. WALL, REFER TO STRUCTURAL NEW 2x4 WOOD STUD WALLS 1A 1 DOOR TAG WINDOW TAG KEYNOTE ELEVATION CALLOUT SECTION CALLOUT A101 1 1 1 1 101 1 A101 SIM 1HR FIRE RATED EGRESS SYMBOL TEMPERED GLAZING CURTAIN WALL TAG1AA KEYNOTES 2 A6.1 2 A6.0 1 A6.0 CLEAR 30'-0" CLEAR 20'-0" (20'-0" X 30'-0) 3-CAR GARAGE ENTRY (12'-0" X 14'-0") GUEST BEDROOM 2 (8'-0" X 14'-0") BACK KITCHEN/PANTRY ELEV.(8'-6" X 5'-6") POWDER (5'-2" X 10'-0") BA.2 (5'-2" X 4'-9") CL.2 3'-0" (12'-3" X 20'-5") KITCHEN (11'-8" X 20'-5") DINING ROOM (37'-6" X 15'-4") GREAT ROOM TERRACE DW OVEN30" REFBCR 5/8" TYPE 'X' FLAT CEILING (+9'-0) FLAT CEILING (+9'-0) FLAT CEILING (+9'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) FLAT CEILING (+10'-0) VAULTED CEILING 19R @ 7.14" SYSB 4'-0" 3'-8" ZERO FYSB FIN. FL.: 13.61 A6.23 1 2 4 A6.2 6 5A6.4 1 A6.2 8 2 3 7 A6.33 2 1 4 2 A7.0 2 A7.0 CLR 4'-6" 18" FRZ COFFEE FIXTURE ALIGNMENT CENTERLINE DW 36" REF 30" GAS RANGE 30" ELEC COOKTOP STONE VENEER 6'-0" 101 102 103 104 105 106107 108 111 112 113 110 109 1A 1B 4'-2 3/4" 3'-5 1/2" 7'-8 5/8" 1'-0" 15'-5 3/8" 3'-6 1/8" 4'-3 1/8" 5'-4 5/8" 3'-10 3/8" 3'-10 3/8" 7'-8 5/8" 7'-8 5/8" 4'-2 3/4"36'-4 3/4"22'-9 3/4"7'-5 1/4"7'-3 3/8"1'-7 5/8"10'-2 1/2" 22'-10 1/4"5'-7 1/2"12'-5 1/2"8'-5 3/8"24'-6 1/2"1'-7 5/8" STONE VENEER 23'-0 3/4" 18'-7"4'-3 1/4"4'-1" 1'-6 1/2" 2'-5 1/2"8'-0"2'-0"4'-5 1/2"3'-11 7/8" 2'-2 1/2" 15'-7 3/4" 2'-7 3/4"5'-7 1/2"5'-3 1/2"5'-6"3'-5 1/2"6'-8" 2'-5"2'-10 1/2"3'-1 1/4"3'-6 3/4" 8 3/4" 3'-9 1/2" 2'-2" OPENING 3'-0" ℄ 10'-0" 4'-0" 2'-0" 2'-0" 3'-0" 7'-0" 2'-6 1/2" CLEAR 4'-6" EQ EQ 4'-2 3/4" 4'-8 1/4" 27'-2" 4'-8 1/4" 4'-2 3/4" EQ EQ 1AA 1BB 1 A7.1 1 A7.1 3 1/4" CLR 7'-8" 1'-1 3/8" 1'-8 3/4" 70" DIRECT VENT LINEAR FIREPLACE MANUFACTURER TBD (ANSIZ21.88/CSA2.33a) 2 A7.1 2 A7.1 1 A7.0 1 A7.0 20'-1 1/4" 18'-0" GAR. FIN. FL.: 12.90 FIN. FL.: 13.61 FIN. FL.: 13.61GAR. FIN. FL.: 13.26 FIN. FL.: 13.61 FIN. FL.: 13.61 FIN. FL.: 13.61GAR. FIN. FL.: 13.32 2 A6.1 2 A6.0 1 A6.0 1 A6.1(11'-5" X 5'-3") BATH 5 (13'-0" X 12'-0") BEDROOM 4 (13'-0" X 12'-0") BEDROOM 5 VAULTED CEILING VAULTED CEILING ELEV. (10'-2" X 5'-3") BA.4 (10'-2" X 5'-3") BA.3 (6'-0" X 5'-0") CL.4 (6'-0" X 5'-0") CL.3 (13'-0" X 12'-0") BEDROOM 3 OUTLINE OF SOFFIT (ABOVE) STAIR VAULTED CEILING (13'-6" X 15'-4") OFFICE/DEN (8'-11" X 9'-9") LAUNDRY (17'-6" X 17'-0") PRIMARY BEDROOM (12'-0" X 9'-8") PRIMARY BATH (5'-6" X 3'-11") P.TOILET (6'-0" X 7'-5") P.SHOWER (15'-0" X 20'-0") PRIMARY WIC FLAT CEILING (+9'-0") ROOF OVER ENTRY (BELOW) CL . 5 FL A T C E I L I N G (+ 8 ' - 6 " ) REAR BALCONY 6'-1 1/2" FR O N T D E C K MECHANICAL CHASE 19R @ 7.14" A6.33 2 1 4 A6.6 3 A6.6 7 A6.6 A6.6 9 A6.7 A6.5 5A6.7 A6.7 6 A6.7 12 A6.4 5 3 4 A6.5 8 9 5 7 4 9 10 11 6 2 1 11 12 10 8 5 6 4 1 2 A6.5 11 10 A6.5 2 1 4 3 78 2 A7.0 2 A7.0 4'-0" 201 203 202 204 206 208 209 211 210 212 214 213 215 216 217 218 4'-2 3/4" 12'-11" 2'-6 1/8" 3'-2 3/8" 12'-5 7/8" 5'-5 1/4" 4'-2 3/4" 5'-2 1/2" 7'-8 1/2" 1'-3 3/8" 1'-10 7/8" 7'-8 3/4" 4'-9 1/8" 3'-6"5'-4 3/8"13'-6 3/8"2'-6"15'-8 3/4"14'-0 7/8"9'-5 3/4"18'-1 1/2"1'-7"6'-1 3/8" 2'-5 1/2"11'-0 7/8"7'-3 1/8"6'-9 5/8"4'-11 5/8"4'-6 1/8"3'-11 1/2"10'-6"3'-8" 4'-3 7/8" 4'-1 7/8" 2'-1 1/2"3'-3"6'-6 1/8"2'-3 3/4" 1'-10 1/4" 1'-10 1/2"2'-5 1/2" 4'-5 3/4" 11 3/8" 13'-5 1/2"2'-3 3/4" 1'-10 1/4" 3'-6"3'-9 3/8"13'-5 1/2"10'-7 7/8"10'-7 7/8"13'-5 1/2"15'-5 3/8"6'-0 1/8"6'-11"6'-1 3/8" 2'-5 1/2"9'-0"2'-0"6'-4 1/4"4'-3 5/8"4'-9 1/8"5'-10 3/4"2'-1 1/2"9'-8"1'-8"4'-2 7/8"7'-5 3/8"3'-9 1/4"4'-3 3/8"1'-8 3/4" 2'-9 3/8" 1'-9 3/8" 4'-1 1/2" 1'-10 1/4" 2'-3 3/4"13'-0" 1'-9 3/8" 4'-1 1/2" 11 3/8" 1'-2 7/8" 2'-0" 5'-11 1/2" 3'-6 3/4" 3'-1 1/4" 1'-10 5/8"6'-5"4'-3 1/4" 5 1/2"6 5/8" 3'-0"1'-0 1/8"4'-6 1/8"1'-1 1/8"3'-0"2'-5 7/8" 7'-2 3/4" 10'-6 3/4" 4'-2 3/4" 18'-7 5/8" 13'-5" 4'-5 3/4" 4'-2 3/4" 7'-5 1/8" 11'-2 1/2" 6'-6 3/4" 6'-10 1/4" 3'-5 1/2" 4'-3 1/4" 1'-1 5/8" 4'-4"2'-8 5/8" 11" 2AA 2BB 2CC6'-4 1/4" 2B 2A 2P 2N 2K 2J 2L2M 2Q 2C 2D 2E 2F2H2G1 A7.1 1 A7.1 2DD 2EE ABOVE ABOVE 8'-5 5/8" 4" CLEAR 3'-6" 10 3/4" 3'-9 1/4"R: 2'-11 1/4"3 1/4" 3 1/4" 2 A7.1 2 A7.1 1 A7.0 1 A7.0 3'-6" 3'-6" 45" DIRECT VENT LINEAR FIREPLACE MANUFACTURER TBD (ANSIZ21.88/CSA2.33a) 4'-0" 205 15'-2 1/2" CLEAR 9'-2 1/4" 4'-0" 8" 9'-10" 16'-0" 9'-10" 4'-8" 8"9'-10 1/4"3" BOAT STORAGE (8'-11 1/4" X 35'-8") CLEAR 35'-8" FLAT CEILING (+3'-6) SL I D I N G D O O R S Y S T E M 001 EQ EQ 1/4" PER FOOT SLOPE 1/ 4 " P E R F O O T SL O P E 1/ 4 " P E R F O O T SL O P E FIN. SURF.: 9.01 FIN. SURF.: 9.21 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: 4/11/2023 1:54:59 PM A4.0 FLOOR PLANS 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: AS 1/4" = 1'-0"1FIRST FLOOR PLAN 1/4" = 1'-0"2SECOND FLOOR PLAN NO. DATE DESCRIPTION 1/4" = 1'-0"3BASEMENT PLAN NORTH (REF) C O M P A S S N O R T H FLOOR AREA CALCULATIONS NEW TOTAL SQUARE FOOTAGE: FIRST FLOOR (INCLUDING GARAGE): 2,679 SF SECOND FLOOR: 2,381 SF TOTAL:5,060 SF COVERED TERRACE: 369 SF FRONT 2ND FL. BALCONY: 124 SF REAR 2ND FL. BALCONY: 221 SF LOT SIZE:4,050 SF LOT DIMENSIONS: 90' X 45' BUILABLE AREA: LOT SIZE (4,050 SF) MINUS SETBACKS (868 SF): 3,182 SF ALLOWABLE FLOOR AREA: 1.75 X BUILDABLE AREA: 5,568 SF OPEN VOLUME: 15% OF BUILDABLE AREA REQUIRED:477 SF PROVIDED: 689 SF CIRCULATION FLOOR AREA COUNTED ON 1ST FL. ONLY (238 SF - COUNTED IN 1ST FL. TOTAL) AREA: 2381 SF OP E N V O L U M E : 2 2 1 S F 1'-7"16'-10"14'-11 1/8"43'-5 7/8"6'-0" 15'-7 7/8" 15'-8 1/8" 5'-5 1/4" 7'-3 7/8" 3'-0" 4'-8 3/4" 8'-2 7/8"3'-9 1/4"2'-11" 7'-2 3/4" 6'-6 1/4" 36'-9 1/4" 31'-4" CIRCULATION FLOOR AREA COUNTED ON 1ST FL. ONLY (238 SF - COUNTED IN 1ST FL. TOTAL) AREA: 2679 SF 23'-3 1/2"46'-6 1/8"6'-2 3/4" 31'-7" 4'-0 3/8" 14'-11 1/8"30'-5 3/4"9'-0 3/8" 1'-3 1/4" 1 3/8" OPEN VOLUME: 99 SF OP E N V O L U M E : 3 6 9 S F 9'-11 3/4" 37'-0" 5'-5" NON-HABITABLE STORAGE AREA (NOT COUNTED TOWARDS FLOOR AREA) 10'-6 1/4" 37'-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: 4/11/2023 1:55:05 PM A4.1 FLOOR AREA EXHIBIT 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: Author NO. DATE DESCRIPTION 1/4" = 1'-0"2SECOND FLOOR AREA CALCS 1/4" = 1'-0"1FIRST FLOOR AREA CALCS 1/4" = 1'-0"3BASEMENT AREA CALCS NORTH (REF) C O M P A S S N O R T H DN 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 FLASHING, SHEET METAL, VENT STACKS AND PIPES SHALL BE COPPER OR PAINTED TO MATCH ADJACENT BUILDING SURFACE. 5. PROVIDE COPPER FLASHING AT ALL VALLEYS AND ROOF TO WALL CONDITIONS. REFER TO DETAILS. 6. 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. 7. IN "CALIFORNIA" DOUBLE FRAMING AREAS PROVIDE OPENINGS INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION, PER C.R.C SECTION R806. 8. 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. 9. ALL BOX COLUMNS AND 'POP-OUTS' SHALL REMAIN OPEN AT TOP PLATE LINE TO ALLOW FOR VENTILATION. 10. AT ALL AREAS WITHIN THE ROOF ATTIC THAT EXCEED 30 SQUARE FEET AND WITH 30" MIN. CLEAR HEADROOM, PROVIDE A 22"X30" MIN. ATTIC ACCESS TO THOSE AREAS, PER C.R.C SECTION R807. ATTICS WITH APPLIANCES OR F.A.U UNITS INSTALLED IN THEM, PROVIDE A 30"x30" MIN. ATTIC ACCESS, (PROVIDED F.A.U. MAY PASS THROUGH) WITH 30" MIN. CLEAR HEADROOM. PROVIDE WEATHER STRIPS AT PANEL TO PREVENT BACK DRAFT. 11. 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. 12. 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. 13. 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. 14. CLASS "A" ROOFING ASSEMBLY REQUIRED PER I.CC. ESR-1489. 15. ALL ROOF EAVE GUTTERS SHALL BE 6" 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. 16. 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. 17. 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. 18. 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. 19. 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 20. EXPOSED ATTIC FLOOR INSULATION SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER PER ASTM E 970. 2 A6.1 2 A6.0 1 A6.0 1 A6.1 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" 3" / 1'-0" OUTLINE OF 2ND FLOOROUTLINE OF 1ST FLOOR RAKE 4'-9" EAVE (TYP.) 1'-0" RAKE (TYP.) 1'-0" RAKE 3'-2" RAKE 8'-6"ENTRY ROOF ROOF 1 SLATE TILE ROOFING (TYP.) ROOF 2 SLATE TILE ROOFING (TYP.) ROOF 5 SLATE TILE ROOFING (TYP.) ROOF 4 SLATE TILE ROOFING (TYP.) ROOF 6 SLATE TILE ROOFING (TYP.) SLATE TILE ROOFING (TYP.) SOLAR PANEL DESIGN - BY OTHERS ROOF OVER CHIMNEY (BELOW) EAVE TO PL 2'-6" RAKE TO PL 4'-0" EAVE TO PL 3'-1 3/8" EAVE TO PL 3'-1 3/8" CRICKETCRICKET 1 1/4" / 1'-0" SLATE TILE ROOFING APPLIED OVER LOW SLOPE ROOFING MEMBRANE LOW SLOPE ROOF 3 3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-0"3" / 1'-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: 4/11/2023 1:55:05 PM A5.0 ROOF PLAN 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: ALLIE SCHIEBLE NO. DATE DESCRIPTION A 4/11/23 OWNER REQUESTED CHANGE 1/4" = 1'-0"1ROOF LIDO ISLE COMMUNITY ASSOC. FLAT ROOF AREA CALCS TOTAL ROOF AREA: 2724.34 SF 25% OF TOTAL ROOF AREA: 681.09 SF FLAT ROOF AREA (<3:12 PITCH): 677 SF TOTAL ROOF AREA (INCLUDING EAVES): 3146 SF 10% OF TOTAL ROOF AREA: 314.6 SF STANDING SEAM METAL ROOF AREA: 175 SF A 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 13.42' T.O. PLT. 2ND FL. (FRONT) 32.08' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' HDR. HT. 1 21.42' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' HDR. HT. 2 (FRONT) 31.71' AVG TOC 12.83' MIN. 3'-6" PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. GAR. SLAB 12.90' 9'-0" T.O. SLAB 13.42' T.O. SLAB 13.42' T.O. SHTG 2ND FL. 24.71' T.O. PLT. 2ND FL. (FRONT) 32.08' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' HDR. HT. 1 21.42' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' HDR. HT. 2 (FRONT) 31.71' 2ND FL. CLG. HT. 33.90' AVG TOC 12.83' AVG TOC 12.83' FIN. SURFACE AT BAYFRONT 9.02' FIN. GR. AT BAYFRONT 8.90' FRAMING 9'-2 7/8" FRAMING 10'-0 3/8" T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. GAR. SLAB 12.90' T.O. GAR. SLAB 12.90' CLR 9'-0" 1'-0" CLR 9'-9 1/2" 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: 4/11/2023 1:55:17 PM A6.0 EXTERIOR ELEVATIONS 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: ALLIE SCHIEBLE #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. NO. DATE DESCRIPTION A 4/11/23 OWNER REQUESTED CHANGE 1/4" = 1'-0"1FRONT ELEVATION 1/4" = 1'-0"2LEFT ELEVATION A A 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 13.42' T.O. SHTG 2ND FL. 24.71' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' 2ND FL. CLG. HT. 33.90' HDR. HT. (REAR) 22.42' MIN. 3'-6" AVG TOC 12.83' FIN. SURFACE AT BAYFRONT 9.02' FIN. GR. AT BAYFRONT 8.90' T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. SLAB 13.42'T.O. SLAB 13.42' T.O. SHTG 2ND FL. 24.71' T.O. PLT. 2ND FL. (FRONT) 32.08' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61'FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' HDR. HT. 1 21.42'HDR. HT. 1 21.42' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' HDR. HT. 2 (FRONT) 31.71' 2ND FL. CLG. HT. 33.90' MIN. 3'-6" MIN. 3'-6" AVG TOC 12.83' AVG TOC 12.83' FIN. SURFACE AT BAYFRONT 9.02' FIN. GR. AT BAYFRONT 8.90' T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. GAR. SLAB 12.90' 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: 4/11/2023 1:55:29 PM A6.1 EXTERIOR ELEVATIONS 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: ALLIE SCHIEBLE #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. NO. DATE DESCRIPTION A 4/11/23 OWNER REQUESTED CHANGE 1/4" = 1'-0"1REAR ELEVATION 1/4" = 1'-0"2RIGHT ELEVATION A A 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 13.42' T.O. SHTG 2ND FL. 24.71' T.O. PLT. 2ND FL. (FRONT) 32.08' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' HDR. HT. 2 (FRONT) 31.71' 2ND FL. CLG. HT. 33.90' HDR. HT. (REAR) 22.42' AVG TOC 12.83' AVG TOC 12.83' FIN. SURFACE AT BAYFRONT 9.02' FIN. GR. AT BAYFRONT 8.90' PRIMARY WIC P.SHOWERBEDROOM 3 CL.3 CL.4BEDROOM 4 3-CAR GARAGE BA.2 GUEST BEDROOM 2 BACK KITCHEN/PANTRY KITCHEN DINING ROOM T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' FRAMING 10'-0 3/8" 9'-0" FRAMING 9'-2 7/8" 8'-0" 8'-0" FRAMING 9'-8 5/8" MIN. 3'-6" MIN. 3'-6" 24'-0" PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. GAR. SLAB 12.90' CLEAR 9'-0" GARAGE DR HT 8'-0" FRAMING 8'-4 1/2" CLEAR 9'-9 1/2" T.O. SLAB 13.42' T.O. SHTG 2ND FL. 24.71' T.O. PLT. 2ND FL. (FRONT) 32.08' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' HDR. HT. 1 21.42' HDR. HT. 1 21.42' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' HDR. HT. 2 (FRONT) 31.71' 2ND FL. CLG. HT. 33.90' HDR. HT. (REAR) 22.42' AVG TOC 12.83' FIN. SURFACE AT BAYFRONT 9.02' FIN. GR. AT BAYFRONT 8.90' T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' PRIMARY BEDROOM LAUNDRY OFFICE/DEN GREAT ROOM PR O P E R T Y LI N E PR O P E R T Y LI N E MIN. 3'-6" 15'-0" FRAMING 9'-2 7/8" CLR 9'-0" FRAMING 10'-0 3/8" CLR 9'-9 1/2" 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: 4/11/2023 1:55:31 PM A7.0 BUILDING SECTIONS 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO 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. NO. DATE DESCRIPTION A 4/11/23 OWNER REQUESTED CHANGE 1/4" = 1'-0"2BUILDING SECTION 2A 1/4" = 1'-0"1BUILDING SECTION 1A A A 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. 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 EXTERIOR ELEVATION AND SECTION KEYNOTES T.O. SLAB 13.42' T.O. SLAB 13.42' T.O. SHTG 2ND FL. 24.71' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' HDR. HT. 1 21.42' 2ND FL. CLG. HT. 33.90' AVG TOC 12.83' AVG TOC 12.83' T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' GUEST BEDROOM 2 POWDER BA.3 STAIR PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. SLAB 13.42' T.O. SLAB 13.42' T.O. SHTG 2ND FL. 24.71' 1ST FL. CLG. HT. 23.40' LICA HT. LIMIT 36.83' LICA HT. LIMIT 36.83' FIN. FL. 1 13.61' FIN. FL. 1 13.61' FIN. FL. 2 24.90' HDR. HT. 2 32.71' HDR. HT. 1 21.42' T.O. SHTG 2ND FL. (FRONT) 23.71' FIN. FL. 2 (FRONT) 23.90' T.O. GARAGE PLT. 22.62' 2ND FL. CLG. HT. 33.90' AVG TOC 12.83' AVG TOC 12.83' T.O. PLT. 1ST FL. 23.45' T.O. PLT. 2ND FL. 33.95' STAIR 3-CAR GARAGE BA.4CL.4 PR O P E R T Y LI N E PR O P E R T Y LI N E T.O. GAR. SLAB 12.90' T.O. GAR. SLAB 12.90' 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: 4/11/2023 1:55:39 PM A7.1 BUILDING SECTIONS 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO 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. NO. DATE DESCRIPTION A 4/11/23 OWNER REQUESTED CHANGE 1/4" = 1'-0"1BUILDING SECTION 1B 1/4" = 1'-0"2BUILDING SECTION 2B A A DOOR SCHEDULE NOTES 1. DO NOT SCALE DRAWINGS. 2. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. ALL EXTERIOR DOORS SHALL BE FULLY WEATHER STRIPPED, FLASHED, AND WEATHER TIGHT. 4. ALL GLAZING IN EXTERIOR DOORS SHALL BE DUAL, LOW-E GLAZING AND SHALL BE FULLY TEMPERED AS REUIRED PER C.R.C. SECTION R327.8. REFER TO THE WINDOW SCHEDULE NOTES FOR ADDITIONAL LOCATIONS REQUIRING FULLY TEMPERED GLAZING, PER C.R.C. SECTION R308.4. 5. THE SYMBOL "TG" INDICATES TEMPERED GLASS AND SHALL BE ETCHED ON THE GLASS. 6. REFER TO INTERIOR DESIGN (I.D.) DRAWINGS FOR ALL INTERIOR DOOR STYLES, FINISHES, AND HARDWARE SPECIFICATIONS. 7. DOOR OVER 6' - 8" SHALL HAVE 2 PAIR OF HINGES. FINISH AS SELECTED BY INTERIOR DESIGNER, ARCHITECT, AND/OR OWNER. 8. ALL OUT SWINGING DOORS SHALL HAVE NON REMOVABLE PIN HINGES. 9. SEAL ALL DOORS WITHIN 56 HOURS OF ARRIVAL ON SITE. 10. ALL EXTERIOR DOORS TO BE MANUFACTURED BY KOLBE & KOLBE (OR APPROVED EQUAL) WITH TRUE DIVIDED LITES - U.N.O. 11. REFER TO EXTERIOR ELEVATIONS FOR DESIGN OF EXTERIOR DOORS - U.N.O. 12. ALL DOOR SIZES TO BE FIELD VERIFIED PRIOR TO PLACING ORDER. 13. A REPRESENTATIVE FROM THE DOOR MANUFACTURER TO FIELD VERIFY THAT ALL EXTERIOR DOORS HAVE BEEN INSTALLED AND FLASHED PROPERLY PRIOR TO INSTALLATION OF ANY INTERIOR OR EXTERIOR FINISH MATERIALS. 14. ALL INTERIOR DOORS TO BE CUSTOM MANUFACTURED AND ARE TO BE STAINE GRADE - U.N.O. REFER AND VERIFY WITH INTERIOR DESIGN DRAWINGS. 15. MAXIMUM SIZE OF 1" FOR MUNTIN BARS FOR ALL DOOR BREAK-UPS. 16. ALL GLAZING (FENESTRATION) SHALL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE, IN COMPLIANCE WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTIRERS TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE OWNER. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 17. AVERAGE GLAZING U-FACTOR SHALL COMPLY WITH THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS FOR ENERGY COMPLIANCE. 18. AVARAGE GLAZING SOLAR HEAT GAIN COEFFICIENT (S.H.G.C.) SHALL COMPLY WITH THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS FOR ENERGY COMPLIANCE. 19. DOORS THAT PROVIDE DIRECT ACCESS TO THE POOL AND SPA SHALL BE PROVIDED WITH THE BARRIER COMPLIANT WITH STATE AND LOCAL POOL BARRIER ORDINANCE. THE MOST STRINGENT CODE REQUIREMENT SHALL PREVAIL. 20. EACH PANE OF SAFETY GLASS INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED, CERAMIC FIRED, ETC.) BY A MANUFACTURER'S DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES. MULTI-PANE ASSEMBLIES SHALL BE IDENTIFIED PER C.R.C. R308.1. 21. GLAZING IN SWINGING, SLIDING, BI-FOLDING DOORS 9 SQUARE FEET OR LESS SHALL BE A MINIMUM CATEGORY CLASSIFICATION OF I (CPSC 16 CFR 1201) AND II (CPSC 16 CFR 1201) WHEN MORE THAN 9 SQUARE FEET OR SLIDING [TABLE R308.3.1 (1), R308.3.1]. 22. GLAZING IN DOOR AND ENCLOSURES FOR HOT TUBS, WHIRPOOLS, SAUNAS, STEAM ROOMS, BATHROOMS, SHOWERS LESS THAN 60" ABOVE THE STANDING SURFACE SHALL HAVE A MINIMUM CATEGORY CATEGORY CLASSIFICATION OF II (CPSC 16 CFR 1201) PER C.R.C. TABLE R308.3.1 (1), R308.4.5. 23. GLAZING WITHIN 24" ARC OF EITHER VERTICAL EDGE OF THE DOOR AND LESS THAN 5' FROM THE WALKING SURFACE SHALL BE SAFETY GLAZED. WINDOW SCHEDULE NOTES 1. DO NOT SCALE DRAWINGS. 2. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION. 3. ALL WINDOWS SHALL BE FULLY WATHER STRIPPED, FLASHED, AND WEATHER TIGHT. 4. FOR HEAT TRANSFER COEFFICIENT (U) AND SOLAR HEAT GAIN COEFFICIENT (SHGC) OF ALL GLAZING REFER TO TITLE 24 TABLES, WHICH HAVE PRIORITY OVER THE ARCHITECTURAL WINDOW SCHEDULE. 5. ALL GLAZING IN EXTERIOR WINDOWS SHALL BE DUAL, LOW-E GLAZING AND SHALL BE FULLY TEMPERED, AS REQUIRED PER 2013 C.R.C. SECTION R308.4, AT THE FOLLOWING LOCATIONS: A. GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLDING DOORS. B. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN 24-INCH ARC OF THE DOOR ON A CLOSED POSITION AND WHOLE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING: a. EXPOSED AREA OF AN INDIVIDUAL PANE LARGER THAN 9 SQUARE FEET. b. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. c. TOP EDGE MORE THAN 36 INCHES ABOVE THE FLOOR d. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. D. ALL GLAZING IN RAILINGS REGARDLESS OF AN AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL INFILL PANELS. E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTUCALLY ABOVE ANY STANDING OR WALKING SURFACE. F. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AMD STAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES OFF THE WATER EDGE, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE. THIS SHALL BE APPLY TO SINGLE GLAZING AND ALL PANES IN MULTIPLE GLAZING. G. GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPLS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE. H. GLAZING ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD. 6. THE SYMBOL "TG" INDICATES TEMPERED GLASS AND SHALL BE ETCHED ON THE GLASS, WHERE REQUIRED PER ITEMS 5A THRU 5H ABOVE. 7. ALL EXTERIOR DOORS TO BE MANUFACTURED BY KOLBE & KOLBE (OR APPROVED EQUAL) WITH TRUE DIVIDED LITES - U.N.O. 8. VERIFY WITH OWNER WHICH OPERABLE WINDOWS ARE TO RECEIVE SCREENS. 9. REFER TO EXTERIOR ELEVATIONS FOR WINDOW STYLES, OPERABILITY, NUMBER AND CONFIGURATION OF BREAK-UPS. 10. REFER TO EXTERIOR ELEVATIONS FOR TYPICAL MUNTIN SPACING. 11. ALL WINDOW SIZES TO BE FIELD VERIFIED PRIOR TO PLACING ORDER. 12. A REPRESENTATIVE FROM THE WINDOW MANUFACTURER TO FIELD VERIFY THAT ALL WINDOWS HAVE BEEN INSTALLED AND FLASHED PROPERLY PRIOR TO INSTALLATION OF ANY INTERIOR OR EXTERIOR FINISH MATERIALS. 13. MAXIMUM SIZE OF 1" FOR MUNTIN BARS FOR ALL WINDOW BREAK-UPS. 14. ALL GLAZING (FENESTRATION) SHALL BE INSTALLED WITH A CERTIFYING LABEL ATTACHED, SHOWING THE "U" VALUE, IN COMPLIANCE WITH STANDARDS OF THE U.S. CONSUMER PRODUCT SAFETY COMMISSION. MANUFACTIRERS TO SUPPLY CERTIFICATE OF COMPLIANCE TO THE OWNER. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. 15. AVERAGE GLAZING U-FACTOR SHALL COMPLY WITH THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS FOR ENERGY COMPLIANCE. 16. AVARAGE GLAZING SOLAR HEAT GAIN COEFFICIENT (S.H.G.C.) SHALL COMPLY WITH THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS FOR ENERGY COMPLIANCE. 17. THE LOAD RESISTANCE OF GLASS UNDER UNIFORM LOAD SHALL BE DETERMINED IN ACCORDANCE WITH ASTM 1300. 18. BATHROOM AND SERVICE ROOM MINIMUM WINDOW AREAS SHALL NOT BE LESS THAN 3 SQUARE FEET AND 50% OPERABLE OR PROVIDE A MECHANICAL VENTILATION SYSTEM EXHAUSTED TO THE OUTSIDE CAPABLE OF PROVIDING 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTING 25 CUBIC FEET PER MINUTE FORCONTINIOUS VENTILATION PER C.R.C. R303.3. 19. EACH PANE OF SAFETY GLASS INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED (ACID ETCHED, SAND BLASTED, CERAMIC FIRED, ETC.) BY A MANUFACTURER'S DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WHICH IT COMPLIES. MULTI-PANE ASSEMBLIES SHALL BE IDENTIFIED PER C.R.C. R308.1. 2'-6" 15'-1 1/2" EQ EQ EQ EQ EQ TYP. 2 1/2" TYP. 2 1/2" TYP. 2 1/2" ℄℄℄℄℄℄ ELEVATION EQ EQ EQ EQ EQ EQ 18'-2 1/4" ℄℄℄℄℄ TYP 2 1/2"5" TYP 5" EQ 6'-2" EQ 6.66° TYP 2 1/2" ℄ ℄ ℄ IN T E R I O R 2'-4 1/2" SECTION FIN. FL. 6'-1 1/2" 8'-0" 13'-0" EQ EQ EQ EQ TYP. 2 1/2" TYP. 2 1/2" TYP. 2 1/2" T.O. SHTG 2ND FL. HDR. HT. 2 ℄℄℄℄℄ TYP. 2 1/2"TYP. 2 1/2" TYP. 2 1/2" 1'-6" 8'-0" HDR. HT. 2 T.O. SHTG 2ND FL. ALIGN WITH DOOR 202 8'-4" 3" 12" EQ EQ EQ ℄℄℄℄ 4 1/2"2'-5 1/2" TYP. 2 1/2" T Y P. 2 1 / 2 " ALIGN WITH DOOR 203 8'-4" 3" 12" EQ EQ EQ ℄℄℄℄ 4 1/2"2'-5 1/2" TYP. 2 1/2" T Y P . 2 1 / 2" TYP 2 1/2" 9'-0" GLASS ENTRY DOOR 5" GARAGE WALL 15'-0" 3'-2" EQ AVG. TOC FIN. FL. 1'-0" 6'-1 1/2" EQ 2'-4 1/2" 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: 4/11/2023 1:55:41 PM A9.0 SCHEDULES 2022001 RI Z K O R E S I D E N C E 30 6 V I A L I D O N O R D NE W P O R T B E A C H , C A 9 2 6 6 3 DE S I G N D E V E L O P M E N T CAMILLE AND JOUMANA RIZKO PRINCIPAL: HOMER OATMAN DRAWN BY: Author DOOR SCHEDULE # WIDTH HEIGHT OPERATION TEMP EGRESS ROOM DESCRIPTION 001 16'-0" 3'-6" EXTERIOR SLIDER BOAT STORAGE PAIR OF 8'-0" SLIDING DR PANELS - TOP HUNG SYSTEM WITH 1-INCH INSET INTO CEILING 101 15'-5 85/256" 8'-0" EXTERIOR ROLL-UP DR 3-CAR GARAGE 102 7'-8 171/256" 8'-0" EXTERIOR ROLL-UP DR 3-CAR GARAGE 103 3'-0" 8'-0" EXTERIOR SWING YES 3-CAR GARAGE FROSTED GLASS 104 2'-8" 8'-0" EXTERIOR SWING YES BA.2 105 2'-8" 8'-0" EXTERIOR SWING YES BACK KITCHEN/PANTRY 106 27'-0" 9'-0" EXTERIOR MULTI-SLIDER POCKET YES GREAT ROOM 8 PANELS - DOUBLE SIDE POCKET (4 PANELS EACH POCKETING EACH SIDE) 107 3'-0" 6'-8" INTERIOR SWING 3-CAR GARAGE 20 MIN. FIRE-RATED, SELF-CLOSING AND SELF-LATCHING 108 3'-0" 8'-0" INTERIOR SWING POWDER 109 3'-0" 8'-0" INTERIOR SWING ELEV. 110 2'-6" 8'-0" INTERIOR SWING BACK KITCHEN/PANTRY HIDDEN DOOR INSET IN WOOD PANELING PER INTERIORS 111 2'-8" 8'-0" INTERIOR SWING GUEST BEDROOM 2 112 2'-8" 8'-0" INTERIOR POCKET CL.2 113 2'-8" 8'-0" INTERIOR POCKET BA..2 201 13'-0" 8'-0" EXTERIOR MULTI-SLIDER POCKET YES YES PRIMARY BEDROOM 4 PANELS - SINGLE SIDE POCKET 202 8'-4" 8'-0" EXTERIOR SWING YES YES BEDROOM 4 SWING DR WITH DOUBLE SIDE LIGHTS - EQUAL PANELS 203 8'-4" 8'-0" EXTERIOR SWING YES YES BEDROOM 5 SWING DR WITH DOUBLE SIDE LIGHTS - EQUAL PANELS 204 4'-6" 8'-0" INTERIOR PAIR OF SWING PRIMARY BEDROOM WOOD PANEL JAMB AND DOOR PER INTERIORS 205 3'-0" 8'-0" INTERIOR POCKETING PRIMARY WIC INTERIOR SWING 206 2'-8" 8'-0" INTERIOR SWING PRIMARY BATH 208 3'-0" 8'-0" INTERIOR SWING ELEV. 209 2'-8" 8'-0" INTERIOR SWING BEDROOM 3 210 2'-8" 8'-0" INTERIOR SWING CL.3 211 2'-8" 8'-0" INTERIOR SWING BA.3 212 2'-8" 8'-0" INTERIOR SWING BEDROOM 4 213 2'-8" 8'-0" INTERIOR SWING CL.4 214 2'-8" 8'-0" INTERIOR SWING BA.4 215 2'-8" 8'-0" INTERIOR SWING BEDROOM 5 216 6'-0" 8'-0" INTERIOR BI-SLIDER CL.5 217 2'-8" 8'-0" INTERIOR SWING BATH 5 218 2'-8" 8'-0" INTERIOR POCKET BATH 5 WINDOW SCHEDULE # WIDTH HEIGHT HEADER HEIGHT OPERATION TEMP EGRESS COMMENTS 1A 2'-6" 4'-6" 8'-0" CASEMENT YES GUEST BEDROOM 2 1B 2'-6" 4'-6" 8'-0" CASEMENT YES GUEST BEDROOM 2 2A 2'-6" 4'-6" 8'-0" CASEMENT BEDROOM 5 2B 4'-0" 4'-6" 8'-0" DOUBLE CASEMENT OFFICE/DEN 2C 4'-0" 4'-6" 8'-0" DOUBLE CASEMENT LAUNDRY 2D 2'-6" 4'-6" 8'-0" CASEMENT PRIMARY BEDROOM 2E 2'-6" 4'-6" 8'-0" CASEMENT PRIMARY BEDROOM 2F 2'-6" 2'-0" 8'-0" AWNING P.TOILET 2G 2'-6" 2'-0" 8'-0" AWNING PRIMARY WIC 2H 2'-6" 2'-0" 8'-0" AWNING PRIMARY WIC 2J 2'-6" 4'-6" 8'-0" CASEMENT YES BEDROOM 3 2K 2'-6" 4'-6" 8'-0" CASEMENT YES BEDROOM 3 2L 2'-0" 2'-0" 8'-0" AWNING BA.3 2M 2'-0" 2'-0" 8'-0" AWNING BA.4 2N 2'-6" 4'-6" 8'-0" CASEMENT BEDROOM 4 2P 2'-6" 4'-6" 8'-0" CASEMENT BEDROOM 4 2Q 1'-6" 3'-0" 7'-0" CASEMENT YES BATH 5 DOOR LEGEND WINDOW LEGEND GLAZING SPECIFICATION MINIMUM GLAZING REQUIREMENTS PER TITLE 24: - U-FACTOR = 0.32 - SHGC = 0.23 NOTES: DOOR HEIGHT AND WIDTH PER SCHEDULE NOTES: WINDOW HEIGHT AND WIDTH PER SCHEDULE NO. DATE DESCRIPTION 15'-6" 7'-9" 1/2" = 1'-0"1WINDOW WALL 2AA 1/2" = 1'-0"7WINDOW WALL 1BB 1/2" = 1'-0"2WINDOW WALL 2BB 1/2" = 1'-0"3WINDOW WALL 2CC 1/2" = 1'-0"4WINDOW WALL 2DD 1/2" = 1'-0"5WINDOW WALL 2EE 1/2" = 1'-0"6WINDOW WALL 1AA