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Home My WebLink AboutPA2020-121_20221029_PLANS_APPROVEDPL157.97'30.00' 30.05'PLPL3'-5"(N) S.B.2'-0"(N)S.B.10'-0 1/2"CLEAR(N) GARAGE5'-9"(N) S.B.3'-1"(N) S.B. 3'-0" (E) S.B. 3'-0" (E) S.B. EAST BALBOA BLVD.PROTECTPAC BELL TRAFFIC SIGNAL BOXWM WM 157.97'156.25'PL3'-0" (E) S.B. 3'-0" (E) S.B.TOP OF (E) FINISHED FLOORDN.3R.5"6"3"(E) COVEREDPORCH8.78'8.69 ' (N ) F .S .7.09 ' F . S .7.23 ' F . S .7.80F.S .8.52 'DECK8.56 'DECK 14. 9 0 ' T. W . 14. 4 9 ' T. W . 15. 3 1 ' T. W . 11. 4 4 ' T. W . 11. 4 5 ' T. W .8.0 4N.G . 9.2 3 ' T. W .8.12 ' T .W . 10. 1 1 ' T. W . 8.4 8 ' T. W .DN.2R.(E) PLANTER(E) PLANTER EXISTINGSETBACKSETBACK(E) GAS(E) ELEC.(N) PATIONEW CONSTRUCTION(N) GATE (N) GATESETBACKSETBACKSETBACKSETBACK 8.40'(E) F.S.37.83'(E) F.S.22%2%2%2%48.06'(E) F.S.17.90'(E) F.S. 8 . 5 0 ' (N ) F . S .8.10'(N) F.S.8.10'(N) F.S.NO CHANGESHI - POINT = 8.70'SWALESEE GRADING PLANSETBACK 10'-0"SETBACKADJACENT RESIDENCE(N) 6'-0" BLOCK WALL BY SEPARATE PERMIT(N) +30" LOW FENCEP/A(E) FRONT HOUSE3'-0"MIN.S.B.S(E) SEWERCLEANOUT(N) DRIVEWAY1'-0" MIN.12" C.I.P.12" C.I.P.W.W. MAIN W.W. MAIN 9'-9" +_10'-9" +_(E) SEWERLATERALP/A437.7 S.F.241.1 S.F.OPEN SPACEOPEN SPACESETBACK 328.5 S.F.OPEN SPACEEACH UNIT SHALL BE SERVED BY SEPARATEWATER AND SEWER5'-0"MIN.ST. LIGHT(E) TREEPROTECT IN PLACEPLPLPL3'-1"(N) S.B.3'-5"(N) S.B.SLOPE 3 1/2"TOP OF (N) GARAGE FLOOR10'- 0 1/2"(N) S.B.8.10'LOW POINT7.76'(E) F.S.8.40'F.S.8.77T.O.C. 8. 5 0 ( N ) F . S . 1 0 . 6 0 T.O . C .2'-0"(N)S.B.PLSETBACKSETBACK2%2%2%2% 8.10(N) F.S. 3'-4"8"2'-10" R.O. 16'-8" 23'-6"17'-2"4'-0"10"10"8"33'-5"33'-5"10"10"8"8"11'-2"20'-9"20'-9"7'-2"2'-10"4'-9"3'-6"2'-6"6"6"16'-2"6" CURBTYP.6"11'-2"PLPLPL(N) CONCRETEDRIVEWAY8.90'(N) T.O.C.10.60T.O.C.(E) WALL AT C OF PLLWT 123456789101112131415SINKREF./FRZR.DW24" R/O DN.15R.LIVINGVOL. CL'G.KITCHENVOL. CL'G.BEDROOM8'-0" CL'G.BATH8'-0" CL'G.7:127:12TRASHLANDINGELASTOMERIC DECKINGLINE OF FIRST FLOOR BELOWLINE OF FIRST FLOOR BELOW7:12FLAT CL'G.F.A.U. INATTICATTIC ACCESS30" x 36"SL. 1/8"/FT.SL. 1/4"/FT. LINEN 20"x19"ATTICACCESSSLOP'G.FLAT SLOP'G.FLAT SLOP'G.FLAT SLOP'G.FLAT (E) BEDROOM 37'-0" FLAT CL'G.CARPET(E) BEDROOM 47'-0" FLAT CL'G .CARPET(E) BATH 36'-10" FLAT CL'G.TILESLOP'G.FLATSLOP'G.FLAT(E) HALL 27'-0" FLAT CL'G.CARPET(E) STORAGE/ATTICSLOP'G. CL'G.PLYWOOD FLOORDN.13R.13121110987654UP7 1/2"C TLINE OF FIRST FLOOR BELOWLINE OF FIRST FLOOR BELOWLINE OF FIRST FLOOR BELOWLINE OF FIRST FLOOR BELOW LINE OF FIRST FLOOR BELOW (E)FAUATTIC ATTICACCESS30"x30"ATTIC CHASE SPACEATTIC CHASE SPACE241.1 S.F.OPEN SPACE264.7 S.F.OPEN SPACE183.0 S.F.OPEN SPACESOILS ENGINEERHARRINGTON GEOTECHNICAL1590 N. BRIAN ST.ORANGE, CA. 92867TEL: (714) 637-3093TITLE SHEET SITE PLAN/SLAB EDGE PLAN 1LEGAL DESCRIPTIONCONSULTANTSPROJECT DESCRIPTIONCALIFORNIA BUILDING CODECALIFORNIA RESIDENTIAL CODECALIFORNIA ELECTRICAL CODECALIFORNIA MECHANICAL CODECALIFORNIA PLUMBING CODECALIFORNIA FIRE CODECALIFORNIA ENERGY CODECALIFORNIA GREEN BUILDING STANDARD CODE, CAL GREENCHAPTER 15 N.B.M.C.GOVERNING CODESISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOESNOT RELIEVED APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVECOVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDEDAGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACTYOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANYCONSTRUCTION AUTHORIZED BY THIS PERMIT.NOTE :2019 CBC2019 CRC2019 CEC2019 CMC2019 CPC2019 CFC2019 BEES2019 CGCroBITAILLESITE PLAN/OPEN SPACESCALE: 1/8" = 1'- 0"THIS PLAN IS FOR SETBACK PURPOSES ONLY.VICINITY MAPGENERAL NOTES:AREA CALCULATIONSLOT 4, BLOCK 13 - BALBOA TRACTA.P.N. 048 - 141 - 23LOT AREA: 30.0' X 157.11' = 4,737.5 S.F.BUILDABLE: 24.0' X 146.0' = 3,504.0 S.F.OPEN SPACE AREA MIN. REQUIRED:2 x BUILDABLE AREA = MAX. ENCLOSED AREA ALLOWED:OPEN SPACE AREA PROVIDED:oPEN SPACE ANALYSISENERGY CONSULTANTSOUTHLAND ENERGYPAUL KANDARIAN1491 GLENNEYRE ST.LAGUNA BEACH , CA 92651TEL: (949) 497-3591SURVEYORRDM SURVEYINGRON MEDEIMA23016 LAKE FOREST DR.LAGUNA HILLS, CA 92653TEL: (949) 858-292412348.06'8.40'7.83'7.90'ESTABLISHED GRADE32.19 / 4 = 8.04'DEMOLISH EXISTING 1- CAR GARAGE AND BATH. NEW 2 - CAR GARAGE WITHLIVING SPACE ABOVE.SLAB EDGE PLANSCALE: 1/8" = 1'- 0"THIS PLAN IS FOR DIMENSIONAL PURPOSES ONLY.WE/I ACKNOWLEDGE THAT THE DEVELOPMENT AT 908 EAST BALBOA BLVD., IN NEWPORT BEACH,CA. IS LOCATED IN A SPECIAL FLOOD HAZARD ZONE (AE8) AND MAY BE SUBJECT TO HAZARDSASSOCIATED WITH FLOODING, STORMS AND SEA LEVEL RISE. WE/I AGREE TO CONFORM TOPRESENT CODES AND REGULATIONS ASSOCIATED WITH SUCH HAZARDS.Mr. Frank RobitailleDate:OCCUPANCY : R-3 / U1 CONSTRUCTION TYPE : V B - SPRINKLEREDAUTOMATIC FULLY SPRINKLERED SYSTEM PER (N.F.P.A. 13D)SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION.SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SUBMITTED TOPLAN CHECK AN APPROVED PRIOR TO ISSUING A BUILDING PERMIT. OBTAIN FIRENo. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHF 1P.C. 10-21-2020roBITAILLE rESIDENCE NEWPorT BEACH, CALIForNIA 92661 9 0 8 EAST BALBoA BoULEVArD A NEW GArAGE AND APArTMENT AT THE : e): bradsmitharchitect@gmail.com BrADForD C. SMITH, ArCHITECT (949) 631 - 3682 425 3oTH STrEET, SUITE 22 NEWPorT BEACH, CALIForNIA 9266310 - 14 - 202019 - 00DATEProJECT No.SHEET No.Brad Smith11/30/20(N) GARAGE AREA:TOTAL ENCLOSED (N) AREA:(N) LIVING AREA ABOVE GARAGE: 436.0 S.F. 532.5 S.F. NORTH 968.5 S.F.JOB SITE908 EAST BALBOA BLVD.Pacific OceanB STREE T C STREE TE. BALBOA BLVD.D STREE T A STREET BALBOA P I E R ON JUNE 11, 2019, THE CITY COUNCIL ADOPTED AN ORDINANCE RESTRICTINGCONSTRUCTION-RELATED NOISE ON SATURDAY IN HIGH DENSITY AREASEFFECTIVE AUGUST 12, 2019.CITY oF NEWPorT BEACHCoMMUNITY DEVELoPMENT DEPArTMENTBUILDING DIVISIoN100 Civic Center Drive / P.O. Box 1768 / Newport Beach, Ca. 92658-8915www.newportbeachca.gov / (949) 644-3200ACKNOWLEDGMENT OF NO CONSTRUCTION-RELATED NOISEON SATURDAY OR SUNDAY IN HIGH DENSITY AREASI ACKNOWLEDGE THAT ANY CONSTRUCTION-RELATED NOISE, (INCLUDING, BUTNOT LIMITED TO OPERATING POWER EQUIPMENT OR MACHINERY IN A MANNERTHAT PRODUCES NOISE) IS NOT ALLOWED ON SATURDAY OR SUNDAY IN HIGHDENSITY AREAS IN ACCORDANCE WITH NEWWPORT BEACH MUNICIPAL CODE10.28.040. AS THE OWNER OF THE PROPERTY, I AM RESPONSIBLE TO ENSURE ALLPERSONS WORKING ON THE PROPERTY COMPLY WITH THIS PROVISION OF THENEWPORT BEACH MUNICIPAL CODE.ProJECT ADDrESS:PErMIT NUMBEr:oWNEr'S NAME:oWNEr'S SIGNATUrE:CoNTrACTor'S SIGNATUrE:DATE:908 East Balboa Blvd, Newport Beach Ca.Mr. Frank RobitailleMR. AND MRS. FRANK ROBITAILLE - 908 EAST BALBOA BLVD. N.B. CA.OWNERPH. (714) 329 - 1821 7,008.0 S.F.5. THE SEWER LATERAL SHALL BE REPLACED AND BROUGHT UP TO CURRENT CITY STANDARDS AND A CLEAN OUT SHALL BE INSTALLED PER CITY STANDARD #406-L ADJACENT TO THE PROPERTY IN THE PUBLIC R.O.W. (ALLEY) W/A TRAFFIC GRADE BOX AND COVER.6. ADDITIONAL SURFACING REQUIREMENTS MAY BE SPECIFIED BY THE PUBLIC WORKS DEPARTMENT WHEN TRENCHING WORK OCCURS WITHIN PAVEMENTS LESS THAN FIVE YEARS OLD.7. ALL UTILITY SERVICE CONNECTIONS SERVING THIS DEVELOPMENT SHALL BE MADE UNDERGROUND.8. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/ STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1" WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT W/ BOX & LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER. (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. CONTRACTOR IS RESPONSIBLE TO MAINTAIN THE PUBLIC RIGHT OF WAY AT ALL TIMES DURING THE CONSTRUCTION PROJECT. A STOP WORK NOTICE MAY BE ISSUED FOR ANY DAMAGE OR UNMAINTAINED PORTION OF THE PUBLIC RIGHT OF WAY.PUBLIC WORKS NOTESREQUIRED INSPECTIONS1. DRAINAGE PIPE.2. FINAL INSPECTION.3. A PRE-GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY BUILDING INSPECTOR OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING.4. A PRE-PAVING MEETING WILL BE SCHEDULED 48 HRS PRIOR TO THE START OF SUB-GRADE PREPARATION FOR PAVING, WITH OWNER, PAVING CONTRACTOR, CIVIL ENGINEER AND SOILS ENGINEER, GEOLOGIST AND CITY BUILDING INSPECTOR. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THIS MEETING5. STRUCTURAL OBSERVATION IS REQUIRED FOR 3- STORY STRUCTURES IN THE CITY OF NEWPORT BEACH. SEE STRUCTURAL PLANS FOR THE OBSERVATION SCHEDULE.1. THE SCOPE OF SERVICES UNDER THIS CONTRACT IS LIMITED TO PROVIDING A "BUILDER'S SET" OF PLANS. THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER, ALL MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE THE PROJECT ARE NOT NECESSARILY DESCRIBED IN THIS "BUILDER'S SET". THE IMPLEMENTATION OF THE PLANS REQUIRES A CLIENT/CONTRACTOR (GENERAL CONTRACTOR AND SUBCONTRACTORS) THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRUCTION. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLING OR FASTENING. THEY ARE NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR OTHER METHODS OF MATERIAL INSTALLATION.2. ALL WORK SHALL COMPLY WITH THE MOST STRINGENT REQUIREMENTS OF ALL APPLICABLE CITY, COUNTY, STATE AND GENERAL LAWS, RULES, CODES, ORDINANCES OR REGULATIONS. IF THE GENERAL CONTRACTOR OR ANY SUBCONTRACTOR PERFORMS ANY WORK IN CONFLICT WITH THE ABOVE - MENTIONED LAWS, RULES, CODES, ORDINANCES AND REGULATIONS, THEN THE CONTRACTOR IN VIOLATION SHALL BEAR ALL COSTS AND REPAIRS ARISING FROM THE NON - CONFORMING WORK.3. ALL MATERIALS, WORKMANSHIP AND DETAILS SHALL COMPLY WITH 2019 CALIFORNIA BUILDING CODE, 2019 CALIFORNIA MECHANICAL CODE, 2019 CALIFORNIA PLUMBING CODE AND 2019 CALIFORNIA ELECTRICAL CODES.4. CONTRACTOR TO VERIFY ALL CONDITIONS AND DIMENSIONS AT SITE. ALL INCONSISTENCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND THE ARCHITECT PRIOR TO PROCEEDING WITH ANY WORK.5. ANY ERROR OR OMISSIONS FOUND IN THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE DEVELOPER AND ARCHITECT IMMEDIATELY.6. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.7. ALL GRADING AND EXCAVATION FOR STRUCTURAL COMPONENTS SHALL CONFORM TO THE PROJECT SOILS REPORT.8. ROOF AND GROUND MOUNTED MECHANICAL EQUIPMENT TO BE SCREENED FROM PUBLIC VIEW AND THE VIEW OF ADJACENT RESIDENCES.9. WITHIN THE REQUIRED FRONT SETBACK NO FENCE, HEDGE, RETAINING WALL, GUARDRAIL OR ANY COMBINATION THEREOF MAY EXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTION.1. DRIVEWAY APPROACH MUST BE A MINIMUM OF 5' FROM ANY TREE, FIRE HYDRANT, LIGHT POLE OR ANY OTHER OBSTRUCTION.2. DRIVEWAY MUST BE A MINIMUM OF 6" RISE FROM THE ALLEY FLOW LINE PLUS 2% IN ACCORDANCE WITH THE CITY DRIVEWAY STANDARD.3. ALL PRIVATE IRRIGATION SPRINKLER HEADS TO BE INSTALLED & POSITIONED IN A MANNER THAT WILL NOT CAUSE WATER OVERSPRAY ONTO THE PUBLIC RIGHT OF WAY4. IF THE WATER METER IS LOCATED IN THE DRIVEWAY APRON, THE BOX MUST BE REPLACED WITH ONE HAVING A STEEL LID TRAFFIC GRADE.DEMOLITION NOTES1. ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST.2. SEWER LINE SHALL BE CAPPED.3. ALL BASEMENT FILLS SHALL BE CLEAN AND UNIFORM.4. STREETS AND SIDEWALKS ARE TO BE CLEAN AND CLEAR.9. WASTE LINES IN WALLS AT FIRST FLOOR TO BE CAST IRON.10. RECYCLE AND/OR SALVAGE FOR RE-USE A MINIMUM OF 65% OF THE NON HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 4.408.1 CAL GREEN CODE11. NO CONSTRUCTION NOISE SHALL BE ALLOWED ON SATURDAY OR SUNDAY.12. PRIOR TO PERFORMING ANY WORK INTHE CITY RIGHT - OF - WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.13. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.14. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT OF WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION/SEWER CONTRACTOR OR AN "A" LICENSED GENERAL ENGINEERING CONTRACTOR.1. A LICENSED SURVEYOR SHALL COMPLETE A FEMA ELEVATION CERTIFICATE (EC) AND SUBMIT IT TO THE BUILDING DEPARTMENT INSPECTOR DURING FINAL INSPECTION.2. THE EC MUST BE APPROVED BY THE CITY'S COMMUNITY RATING SYSTEM (CRS) COORDINATOR PRIOR TO REQUESTING FINAL INSPECTION.3. ALL MECHANICAL, GAS AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING, INCLUDING DUCTS MUST BE AT OR ABOVE 9.00 FT. NAVD88.4. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTION 15.02.095.5. PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRED FENCING (NEW STRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDING SEVENTY - FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED "HIGH DENSITY AREAS". PROJECT SIGN SHALL COMPLY WITH NBMC SECTION 15.60.030.6. A 30 DAY NOTIFICATION FOR COMPLETION OF DEMOLITION OR EXCAVATION TO ADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120.NOTE:10. ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BE ISSUED AT THE SAME TIME, OR SEPARATE PLANS AND PLAN REVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS REVIEW. PROVIDE ADDITIONAL PERMIT WORKSHEETS FOR THE FOLLOWING. A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS AND TRELLISES. B. DETACHED OR FREE STANDING TRASH ENCLOSURES. C. MASONRY OR CONCRETE FENCES OVER 3.5 FEET HIGH. D. RETAINING WALLS OVER 4' HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL AND ANY RETAINING WALL WITHIN 3' OF PROPERTY LINE REGARDLESS OF HEIGHT.11. GARAGE WILL BE EQUIPPED WITH OVERHEAD SECTIONAL "ROLL UP" TYPE DOOR.12. ALL PLUMBING FIXTURES IN THIS DWELLING SHALL MEET OR EXCEED THE MINIMUM STANDARDS SET BY THE STATE OF CALIFORNIA. ALL LIGHT FIXTURES AND APPLIANCES SHALL BE ENERGY EFFICIENT, LED, "ENERGY STAR" OR EQUIVALENT RATING SO THAT WATER AND ENERGY USAGE IS MINIMIZED.13. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS.A. THIS DRAWING IS FOR DIMENSIONAL PURPOSES ONLY.B. REFER TO STRUCTURAL DRAWINGS FOR HOLDOWNS, FOOTING DETAILS AND INFORMATION NOT SHOWN ON THIS PLAN.C. SLOPE ALL PORCHES, PATIOS, STOOPS AND HARDSCAPE MATERIAL AWAY FROM BUILDING. MIN. 1/4" / FT. TYP.D. ALL WOOD SILLS AND SLEEPERS IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED.E. SOILS ENGINEER TO INSPECT AND CERTIFY THE FOLLOWING PRIOR TO POURING CONCRETE: 1. FOOTING EXCAVATION AND AND DESIGN BEARING PRESSURE. 2. SUB GRADE PRIOR TO PLACEMENT OF HARDSCAPE. (DRIVEWAYS, PATIOS, ETC.).SLAB EDGE PLAN NOTES:(E) FRONT HOUSE AREA: 1,620.5 S.F.(N) TOTAL ENCLOSED AREA:SHOP DRAWINGS FOR STRUCTURAL STEEL COMPONENTS.DEFERRED SUBMITTALS:FIRE SPRINKLERS - N.F.P.A. 13DSEPARATE PLAN CHECK, SEPARATE PERMITSOUND ATTENUATION DESIGN FOR HVAC PER ARI STD. 275SEPARATE PLAN CHECK, SEPARATE PERMITCERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY.DEFERRED SUBMITTALS TO BE REVIEWED BY THE PROJECT ARCHITECT OR ENGINEER OF RECORD ANDSEPARATE PLAN CHECK, SEPARATE PERMITTESLA POWER STORAGESEPARATE PLAN CHECK, SEPARATE PERMITSOLAR PANELSSEPARATE PLAN CHECK, SEPARATE PERMITSECOND FLOOR OPEN SPACESCALE: 1/8" = 1'- 0"FIRST FLOOR OPEN SPACE:241.1 S.F.328.5 S.F.1,007.3 S.F.SECOND FLOOR OPEN SPACE:264.7 S.F.241.1 S.F.TOTAL OPEN SPACE:1,696.1 S.F. 1,696.1 S.F. 461.2 S.F.183.0 S.F.688.8 S.F.437.7 S.F.1,007.3 S.F.688.8 S.F.S5.2SHEET INDEX12TITLE SHEET/SITE PLAN/SLAB EDGE/OPEN SPACE34FIRST AND SECOND FLOOR PLANSEXTERIOR ELEVATIONSAB.1AS - BUILT FLOOR PLAN/ROOF PLAN/EXTERIOR ELEVATIONSS5.3D.1ARCHITECTURAL DETAILSD.2ARCHITECTURAL DETAILSROOF PLAN/DOOR/WINDOW SCHEDULES/NOTESSTAIR PLAN/STAIR SECTION/STAIR DETAILS5E.1FIRST AND SECOND FLOOR ELECTRIC PLANSRMR RESIDENTIAL MINIMUM REQUIREMENTSSFA SQUARE FOOTAGE ANALYSISTITLE 24 ENERGY REQUIREMENTST-24.0TITLE 24 ENERGY REQUIREMENTST-24.1S2.0FOUNDATION PLAN SECOND FLOOR FRAMING PLANSTRUCTURAL DETAILSS4.1S4.2S4.3S5.1S0.1S0.2S2.1S2.2 ROOF FRAMING PLANFOUNDATION DETAILSTYPICAL DETAILSGENERAL NOTESGENERAL NOTESS0.3GENERAL NOTESBUILDING SECTIONS6C.1TOPOGRAPHICAL SURVEYC.2SOILS REPORTS5.4S5.5FRAMING DETAILSFRAMING DETAILSFRAMING DETAILSFLOOR FRAMING DETAILSSTRUCTURAL DETAILSC.3C.4C.5EROSION CONTROL PLANSECTIONSPRECISE GRADING PLANPRECISE GRADING/TITLE SHEETC.6(E) GARAGE W/BATH AREA REMOVED: 305.8 S.F. 2,589.0 S.F.1 B5A5WT 123456789101112131415SINKREF./FRZR.DW24" R/O DN.15R.LIVINGVOL. CL'G.KITCHENVOL. CL'G.BEDROOM8'-0" CL'G.BATH8'-0" CL'G.7:127:1233'-5"4'-0"8'-8"20'-9"8'-4"12'-5"20'-2"3'-6"13'-2"3'-6" 3'-4"33'-5"4'-0"8'-8"20'-9"3'-8"11'-5"6'-8"13'-6"4567DACEBGF10'-0 1/2"B5A520'-2" 10'-4"7'-11"1'-11"2'-9"18'-0"8'-9 1/2"9'-2 1/2"4'-11"3'-5"5'-11"6'-6"6'-7"6'-7"TRASH1"LANDINGELASTOMERIC DECKINGCLON RIDGECLNEWNEWNEW NEW NEWNEW 15D.116D.14D.21,224.0 SQ. IN.PROVIDED1,024.0 SQ. IN.MINIMUM5'-8"31251315111659238481071233259302528291E6LINE OF FIRST FLOOR BELOW LINE OF FIRST FLOOR BELOW EXISTING7:12FLAT CL'G.F.A.U. INATTIC1E.1ATTIC ACCESS30" x 30"21C5C5+_+_SL. 1/8"/FT.SL. 1/4"/FT.34343'-1" 4" S.B. 6'-8 1/2" TOP PLATE DN.2R.PLSLOPE(N) 2 - CAR GARAGECONCRETEPLUP1234567815R.33'-5"10"11'-2"12'-8"20'-9"8"10'-0 1/2"23'-6"1'-8"21'-2"8"10"17'-2"10"(N) COVERED DRIVE1 x 6 TONGUE AND GROOVE CEILINGCONCRETE W/BROOM FINISHELEC.METERGASMETERB5A5A57'-2"13'-7"2'-4"STORAGE3'-5"3'-1" 23'-6" 3'-4" 8 . 1 0 ' LOW PO I N T 8.40'F.S.7.76'(E) F.S.2'-0"6"16'-2"6"1235'-9" 3'-0" 3'-0" (E) S.B. (E) S.B. (N) S.B.(N) S.B.(N) S.B.PLMASTER BEDROOM 7'-8" CL'G.CARPETWD(N) PATIO(N) CONC. SLABREMOVE (E) DECKELEC.GASPWDR.7'-6" CL'G.TILELAU.7'-6" CL'G.TILE1"1"TANKLESS8 .77 ' TOP O F P LY .H.B.33'-5"12'-8"10"11'-2"8"2'-10"10'-9"SETBACKSETBACKUNITSTACKEDRECESS BOXLINE OF LANDING ABOVETANKLESSNEWNEWNEW NEW NEW NEW 19D.116D.120'-2"19'-10"CLEAR20'-6" CLEAR 2717AT CL'G.19'-6" CLEAR 1717171718281623222419293232HI - POINT2%2%2%2% LINE OF SECOND FLOOR ABOVE C5C5(N)(E)PATIOPAVINGSOFFIT2 x 62 x 6 8.70 ' (N ) F .S .8.70 ' (N ) F .S .ADJACENT RESIDENCESWALESEE GRADING PLANP/AP/ASETBACK 1. 30" WIDE REFRIGERATOR/FREEZER SPACE.2. 24" WIDE HOOD, LIGHT AND 600 CFM EXHAUST FAN - VENT TO OUTSIDE AIR.3. 24" WIDE RANGE/OVEN. (SELECTION BY OWNER)4. KITCHEN SINK. (SELECTION BY OWNER)5. 24" WIDE DISHWASHER. (SELECTION BY OWNER)6. TRASH STORAGE DRAWER LOCATED IN CABINET BY "REV-A-SHELF" OR EQUAL.7. 22" DP. x 36" HT. PAINT GRADE CABINET W/MARBLE TOP AND SPLASH.8. 24" DP. x 36" HT. PAINT GRADE CABINET W/MARBLE TOP AND SPLASH.9. 12" DP. PAINT GRADE UPPER CABINETS.10. RECESSED MIRRORED MEDICINE CABINET.11. KOHLER TOILET 1.28 GAL. PER FLUSH. (SELECTION BY OWNER) 2'-0" CL'R IN FRONT, 2'-6" CL'R WIDTH12. KOHLER BATH SINK 1.5 GAL. PER MIN. (SELECTION BY OWNER)13. 36" x 36" I.D. SHOWER W/3/8" THK. CLEAR FRAMELESS TEMPERED GLASS SWINGING DOOR W/CERAMIC TILE TO CEILING o/ FULL SETTING BED AND WATERPROOF MEMBRANE.14. TOWEL BAR, PROVIDE BACKING AS NEEDED.15. TOILET PAPER HOLDER, PROVIDE BACKING AS NEEDED.16. RECESSED WATER BOX.17. 2 - LAYERS 5/8" TYPE "X" GYP. BD. FOR 1-HR. CONSTRUCTION AS PER C.R.C. TABLE R302.6 SHALL BE INSTALLED ON WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS AND POSTS SUPPORTING THE HORIZONTAL PORTION OF THE 1-HR. OCCUPANCY SEPARATION.18. 5/8" TYPE "X" GYP. BD. SHALL BE INSTALLED THROUGHOUT THE UNDERSIDE OF THE STAIR AT ALL ACCESSIBLE/ USEABLE AREAS BENEATH THE STAIR. (1 - HOUR CONSTRUCTION) C.B.C. 1003.3.3.919. 4" DIA. DRYER VENT W/BACKFLAP TO OUTSIDE AIR. "DRYER BOX" MODEL NO. DB-425 BY IN-O-VATE TECHNOLOGIES INC. REFER TO DETAIL 11/D.2.20. A/C CONDENSOR BY CARRIER OR APPROVED EQUAL.21. FORCED AIR UNIT, LOCATED IN ATTIC.22. TANKLESS WATER HEATER (48" MIN. VERTICAL CLEARANCE BENEATH)23. ELECTRIC METER LOCATION. (VERIFY W/S.C.E.)24. GAS METER LOCATION. (VERIFY W/SO. CAL. GAS)25. SHELF AND POLE.26. 30" x 30" ATTIC ACCESS PANEL SHALL BE A LISTED GASKETED DOOR ASSEMBLY AND A LISTED SELF CLOSING DEVICE. SELF CLOSING DOOR ASSEMBLY MUST MEET THE REQUIREMENTS OF SECTION 904.1.1, MUST HAVE A THRESHOLD AND DOOR SEAL AND MEET THE REQUIREMENTS OF SECTION 904.1.2, THE DOOR SHALL SWING EASILY AND FREELY. EQUIPPED WITH A SELF CLOSING DEVICE TO CAUSE THE DOOR TO CLOSE AND LATCH EACH TIME IT IS OPENED. THE CLOSING MECHANISM SHALL NOT HAVE A "HOLD - OPEN" FEATURE. ALL AIR COMBUSTION SHALL BE OBTAINED FROM THE OUTDOORS.27. STACKED WASHER/DRYER SPACE.28. EXTERIOR STAIRWAY, (COMPLIES W/R311 OF 2019 C.B.C.) - REFER TO 1/2" SCALE PLAN ON SHEET #6.29. +36" HANDRAIL W/WOOD CAP RAIL.30. +42" LOW WALL/GUARDRAIL W/ WOOD CAP RAIL.31. CLASS "A" ELASTOMERIC DECKING MATERIAL "MER-KO" IAPMO ER-517.32. 42" HT. x 36" W. WOOD GATE W/SELF CLOSING LATCH.33. 23" DP. x 30" HT. x 57" W. PAINT GRADE DESK W/WOOD TOP.34. 25" DP. x 96" HT. x 36" W. PAINT GRADE CLOSET CABINET W/8" DRAWER AT BOTTOM.FLOOR PLAN REFERENCE NOTES:FIRST AND SECOND 2FLOOR PLANS No. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHF 1P.C. 08-25-2020ROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A NEW GARAGE AND APARTMENT AT THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 25 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20COASTAL COMM.FLOOR PLAN REFERENCE NOTES:FIRST FLOOR PLANSCALE: 1/4" = 1'-0" --- WINDOW ( SEE SCHEDULE SHEET # 3 ) --- DOOR ( SEE SCHEDULE SHEET # 3 ) --- REFERENCE NOTES ( SEE SHEET # 2 )A11SYMBOLS LEGEND: WALL LEGENDPROPOSED NEW WALLEXISTING WALLS TO REMAINEXISTING WALLS TO BE REMOVED NORTHSECOND FLOOR PLANSCALE: 1/4" = 1'-0"NO OPENINGS, INCLUDING VENTS, ARE PERMITTED IN EXTERIOR WALLSOF GROUP R-3 OCCUPANCIES WHERE WALLS ARE CLOSER THAN 3'-0"TO PROPERTY LINE. (C.R.C. TABLE R302.1(1) AND TABLE R302.1(2). 1'-2" (E)7'-5 1/2"7 : 12 3 : 12 1'-6"4'-9"2'-1"1'-0"2'-0"12"12"2'-0"1'-6"1'-6"PLPITCH BREAK 1'-6"2'-4"2'-4"CLEARCLEARATTIC AREA #1 = 244.3 S.F.ATTIC AREANO ATTIC HERE57D.1D.14D.14D.12D.11D.19D.29D.26D.1SOLAR ARRAY3D.1CUPOLAATTIC AREAPLPL7 : 12 7 : 12 7 : 12 2'-0"ATTIC AREARIDGERIDGE AT 23'-10" FROM EST. GRADE 1'-6"MATERIALW I N D O W S C H E D U L ESYMSIZEOPERATIONREMARKSD O O R S C H E D U L ESIZE#GLAZ'G.THK.REMARKSGLAZ'G.MFR.TYPEU-VALUEMFR.2143ABCDEF1.2.3.4.5.ALL GLASS SHALL CONFORM TO THE RELATED PROVISIONS OF FEDERALSPECIFICATION DD-G-1403 FOR TEMPERED GLASS. GLAZING SHALL CONFORMTO PROVISION OF THE 'SAFETY STANDARD FOR ARCHITECTURAL GLAZINGMATERIAL (16CFR 1201).ALL WINDOWS AND HARDWARE SHALL CONFORM TO CITY RESIDENTIALSECURITY REGULATIONS AND ORDINANCES.MUNTIN PATTERNS MAY VARY FOR SIMILAR WINDOWS. REFER TO EXTERIORELEVATIONS FOR ACTUAL MUNTIN PATTERNS SPECIFIC FOR EACH WINDOW.ALL BEDROOMS SHALL HAVE AT LEAST ONE DOOR OR OPERABLE WINDOWFOR EMERGENCY ESCAPE. ESCAPE WINDOWS SHALL HAVE A MINIMUM NETCLEAR OPENABLE AREA OF 5.7 SQ. FT. WITH A MINIMUM CLEAR HEIGHT OF 24",A MINIMUM CLEAR WIDTH OF 20" AND A MAXIMUM BOTTOM OF WINDOWOPENING HEIGHT OF 44" ABOVE THE FINISHED FLOOR.SEE TITLE-24 ENERGY CALCULATIONS FOR GLAZING AND WEATHERSTRIPPINGSPECIFICATIONS AND REQUIREMENTS.1.2.3.4.5. MIRROR WARDROBE DOORS SHALL MEET THE IMPACT TESTREQUIREMENTS FOR SAFETY GLAZING PER C.B.C. STANDARD #54-2, PART II.SEE TITLE-24 ENERGY CALUCATIONS FOR GLAZING AND WEATHERSTRIPINGSPECIFICATIONS AND REQUIREMENTS.CONTRACTOR TO VERIFY RATING OF (E) GARAGE DOOR OPENERS.ALL GLASS SHALL CONFORM TO THE RELATED PROVISIONS OF FEDERALSPECIFICATION DD-G-1403 FOR TEMPERED GLASS. GLAZING SHALL CONFORMTO PROVISION OF THE 'SAFETY STANDARD FOR ARCHITECTURAL GLAZINGMATERIAL (16CFR 1201).ALL DOORS AND HARDWARE SHALL CONFORM TO CITY RESIDENTIALSECURITY REGULATIONS AND ORDINANCES.6.EXTERIOR SLIDING DOORS TO BE BY KOLBE U.N.O. W/ COLOR BY OWNER.EXTERIOR MULTI FOLD DOORS TO BE BY KOLBE U.N.O. W/COLOR TO MATCHSLIDING DOORS.6.ALL TEMPERED GLASS AT WINDOWS AND DOORS TO BE PERMANENTLY ETCHMARKED.7.ALL INTERIOR DOORS TO BE PAINTED "SHAKER" STYLE 3 PANEL OR APPROVED EQUAL.7.ALL WINDOWS TO BE KOLBE "ULTRA" OR EQ., WOOD W/ KYNAR FINISH,8.ALL GLAZING IN EXTERIOR DOORS TO BE DUAL PANED, LOW - E.FLOOR PLAN NOTES:A. ALL PERIMETER WALLS ARE EXISTING AT FIRST AND SECOND FLOORS, ALL INTERIOR WALLS ARE 2 x 4 STUD FRAMED UNLESS NOTED OTHERWISE.B. ALL WALLS, CEILINGS, WRAPPED BEAMS & COLUMNS IN GARAGE TO BE 5/8" TYPE 'X' DRYWALL.C. INSULATION TO BE MAXIMUM AS WALL CAVITY ALLOWS. HANDI - FOAM POLYURETHANE CLOSED CELL FOAM AT THIRD FLOOR.D. WALL COVERINGS AT SHOWERS OR TUB W/ SHOWERS TO BE CEMENT PLASTER W/ WATERPROOF MEMBRANE, TILE OR APPROVED EQUAL TO CLG. MATERIALS OTHER THAN STRUCTURAL ELEMENTS TO BE MOISTURE RESISTANT. PER C.B.C. SECTION 1210.3E. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN, 1,024 SQ. IN. OF FLOOR AREA, AND ENCOMPASS 30 INCH DIAMETER CIRCLE PER C.B.C. SECTION R307.1 AND C.P.C. 411.7F. ALL GLAZING LESS THAN 60" ABOVE A SHOWER OR TUB FLOOR SHALL BE MADE OF SAFETY GLAZING. PER C.B.C. SECTION R308.4, ITEM 5.G. CONTRACTOR TO VERIFY ATTIC ACCESS LOCATION.H. WATER CLOSETS TO HAVE CLEARANCE OF 24" MIN. IN FRONT, 15" MIN. FROM C TO SIDEWALL OR OBSTRUCTION (CABINET, ETC.)J. LANDING LENGTHS AT DOORS SHALL BE A MINIMUM OF 36 INCHES IN THE DIRECTION OF TRAVEL.K. ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES AS NOTED IN THE RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS. REFER TO R.M.R. SHEET.9.FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.DOOR NOTES:WINDOW NOTES:G657ATTIC VENT CALCULATIONFIRSTSECONDSECOND SHGCU-VAL.SHGCWITH PAINTED JAMB AND CASING. (N) BRONZE HARDWARE.8.WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NETCLEAR OPENING AREA OF THE WINDOW. R 312.2.2.OVERHEAD SECTIONALGARAGE DOOR9.FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.0.230.30KOLBEWOOD CLADATTIC AREA # 1 = 244.3 SQ. FT. x 144 / 150 = 234.5 SQ. IN. REQUIRED VENTILATIONUSE: (4) O'HAGIN DORMER VENTS = 72 SQ. IN. EA. NET FREE AREA, 288.0 SQ. IN. TOTAL.288.0 SQ. IN. VENTILATION PROVIDED.3ATTIC AREAROOF PLAN DOOR & WINDOW SCHEDULES NOTESLDUAL PANE LOW-E GLAZING AND FACTORY PRIMED INTERIORS.No. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A REMODEL OF THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 12 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20ROOF PLAN NOTES :GALVANIZED SURFACE AREAS OF VENTS TO RECEIVE PAINT SHALL BE PROPERLY PRIMEDAND PAINTED WITH A GOOD QUALITY METAL PAINT ONE SHADE DARKER THAN THE TILECOLOR.INSULATION BETWEEN ROOF FRAMING MEMBERS SHALL BE CAREFULLY CUT AWAY TOENSURE THAT FREE AIR MOVEMENT IS PROVIDED FOR EACH VENT.ALL VENTS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATIONINSTRUCTIONS. SEE ROOF PLAN FOR LOCATIONS.ROOFING CONTRACTOR SHALL PROVIDE ALL REQUIRED VENTILATORS IN 20 OZ.COPPER AS MANUFACTURED FOR THE PITCH OF ROOF AND TYPE OF ASPHALT SHINGLE.ROOF MATERIAL FOR TYPICAL 3 :12, 4 :12, 5:12 PITCH ROOF:INSTALL PER MANUFACTURER'S SPECIFICATIONS.A COPY OF THE I.C.C. REPORT FOR ROOF COVERING WILL BE REQUIRED AND WILL BEPRESENTED AT THE TIME OF INSPECTION.SEE ATTIC VENTILATION CALCULATIONS FOR COMPLIANCE INFORMATION.GUTTERS TO BE 1/2 ROUND.THE ROOF SHALL BE FIRE STOPPED TO PRECLUDE ENTRY OF FLAME OR EMBERS UNDER THEROOF COVERING.PROVIDE MINIMUM 26 GA. G.I. FLASHING AT ALL VALLEYS AND ROOF TOWALL CONDITIONS.L.K.J.H.G.F.D.C.B.A.M.FOR AREA(S) OF 2 x FRAMED ROOF, BEARING POINT SHALL BE SET FOR 2 x 4 STUDSTHROUGHOUTALL VENT OPENINGS SHALL HAVE CORROSION - RESISTANT WIRE MESH OROTHER APPROVED MATERIAL WITH 1/8" MIN. & 1/4" MAX. OPENING.E.N.ATTIC SPACE WITH CEILING HEIGHTS GREATER THAN SIX FEET SHALL NOT CONTAIN ANYAIR REGISTERS, ELECTRICAL OUTLETS, OR LIGHTING OTHER THAN IS REQUIRED BY CODE.SHALL NOT CONTAIN ANY INSULATION, DRYWALL, OR SIMILAR INTERIOR WALL FINISHINGMATERIAL.ROOF PLANSCALE: 1/4" = 1'-0"1. CLASS "A" ROOFING MATERIAL - CUSTOM - BILT METALS - STANDING SEAM METALROOFING : I.C.C./E.S.R. # 2048 NORTH72 SQ. IN. EACHDORMER VENTO'HAGIN SCREENED16'-6" X 8'-0"_EXTERIOR SWINGING1 3/4"2'-6" X 6'-8"2'-4" X 6'-8"1 3/4"INTERIOR SWINGINGRATED JAMB ASSEMBLYNONE0.300.23TEMPEREDLOW EEXTERIOR SWINGING1 3/4"3'-0" X 6'-8"TEMPEREDLOW E2'-4" X 6'-8"1 3/4"INTERIOR SWINGINGNONE2'-4" X 6'-8"1 3/4"INTERIOR SWINGINGNONE1 3/4"2'-6" X 6'-8"NONEINTERIOR SWINGINGGLASS IN UPPER HALFTEMPEREDLOW EIN RATED JAMB ASSEMBLYGARAGE MAN DOORGLASS IN UPPER HALF20 MIN. DOOR IN0.300.230.300.23CASEMENT2'-6" X 4'-0"CASEMENT2'-6" X 4'-0"CASEMENT2'-6" X 4'-0"CASEMENT2'-6" X 4'-0"CASEMENT2'-0" X 4'-0"CASEMENTCASEMENTLOW E2'-6" X 4'-0"2'-6" X 4'-0" 2 - CAR GARAGE7. 7 7 ' (E ) F . S . A T P PLPLLIVINGBEDROOMCOVERED PARKING1231271277'-5"TOP OF CURB8'-1"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.9.50'23'-10" 8. 1 0 'G.F . F .L3 1/2" SLOPE8.40F.S.1231324151914171281711711655828123109913112081325OPEN4W/DUNITESTABLISHED GRADE8.04'1 - HOUR CONSTRUCTIONS4.34S4.31S4.22S5.27S5.38S5.36S5.28S5.212S5.211S5.31S5.31LIMIT OF OVER EXCAVATION - REFER TO GRADING PLANROCK PER SOILS REPORT 45o45o2 - CAR GARAGELIVING7'-5"TOP OF CURBTOP PLATE8'-1"CEILING HGT.TOP OF PLY.23'-10"TOP OF RIDGE9.50'PLPLPLPLBATH8.77'T.O.C.8.40F.S.1491287512698510231313172311120151911317221611ESTABLISHED GRADE8.04'S4.34S5.27S5.31S5.33LIMIT OF OVER EXCAVATION - REFER TO GRADING PLANROCK PERSOILS REPORT45o 45o2 - CAR GARAGE7. 7 7 ' (E ) F . S . A T P PLPLKITCHENCOVERED PARKING1271277'-5"TOP OF CURB8'-1"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.9.50'23'-10" 8. 1 0 'G.F . F . L 3 1/2" SLOPE8.40F.S.1232415191417128171171165582812310981325OPEN4BATHESTABLISHED GRADE8.04'27281 - HOUR CONSTRUCTIONS4.34S4.31S4.22S5.27S5.38S5.36S5.31S5.2123'-1"2'-0"COMPACTEDSOIL SEEPLAN 2'-0"(E) GRADE9.50'TO CURBMIN.1 1/8" THK.PLYWOOD PANEL2" DIA. PIPE COLUMN(E) WALL AT PLADD CONCRETE MIXTO STIFFEN SOIL PERNOTE:SOILS REPORT2'-0" x 7'-0" DP.3'-6"TO ADJ. RESIDENCEROCK BLANKETPER SOILS REPORTPER SOILS REPORT FLATWORKAT SIDEYARD4'-0"PLBUILDING SECTION NOTES :1. CLASS 'A' RATED ROOFING, SEE ROOF PLAN NOTES FOR TYPE.2. PLYWOOD 5/8" THK. MIN. ROOF SHEATHING, REFER TO STRUCTURAL PLANS. PROVIDE RADIANT BARRIER W/FOIL ONE SIDE, FACING ATTIC TYPICAL AT ROOF SHEATHING.3. 2 x ROOF RAFTERS, REFER TO STRUCTURAL PLANS.4. RIDGE BEAM, REFER TO STRUCTURAL PLANS.5. 2 x WOOD DOUBLE TOP PLATE.6. 2 x WOOD SILL PLATE.7. 2 x WOOD SOLE PLATE.8. 2 x WOOD STUDS AT 16" O.C.9. WOOD HEADER, REFER TO STRUCTURAL PLANS.10. WOOD BEAM, REFER TO STRUCTURAL PLANS.11. FIBERBATT INSULATION PER TITLE - 24 ENERGY CALCULATIONS.12. 7/8" THICK EXTERIOR PLASTER.13. 5/8" THICK GYP. BOARD.14. CONCRETE SLAB, REFER TO STRUCTURAL PLANS.15. 1 1/8" THK. PLYWOOD FLOOR SHEATHING, MATCH THICKNESS OF (E) DECK SHEATHING AT DECK CONDITION, REFER TO STRUCTURAL PLANS.16. 2 x DECK JOISTS, REFER TO STRUCTURAL PLANS.17. 2 - LAYERS 5/8" TYPE "X" GYP. BD. FOR 1-HR. CONSTRUCTION AS PER C.R.C. TABLE R302.6 SHALL BE INSTALLED ON WALLS AND CEILINGS ADJACENT TO LIVING SPACE AND ALL WALLS AND POSTS SUPPORTING THE HORIZONTAL PORTION OF THE 1-HR. OCCUPANCY SEPARATION.18. ALL WALLS, CEILINGS, WRAPPED BEAMS & COLUMNS IN GARAGE AND USEABLE SPACES UNDERNEATH STAIRWAYS SHALL HAVE 5/8" TYPE 'X' DRYWALL C.R.C. TABLE R302.6 (2-LAYERS 5/8" TYPE "X" AT T.J.I.)19. 2 x WOOD FLOOR JOISTS.20. 2 x CEILING JOISTS, REFER TO STRUCTURAL PLAN.21. 2 x WOOD BLOCKING.22. CLASS "A" ELASTOMERIC DECKING MATERIAL "MER - KO" IAPMO ER-517.23. GUARD RAILING AT +42" O.A.24. HANDI - FOAM POLYURETHANE CLOSED CELL FOAM, R-6 PER INCH. FILL RAFTER CAVITY COMPLETELY TO MEET THE FLAME SPREAD INDEX REQUIRED. INSTALL PER MFR. BY A CERTIFIED I.C.P. INSTALLER.25. 1 x 6 V - JOINT TONGUE AND GROOVE.26. LAP WOOD SIDING W/8" EXPOSURE. (SELECTION BY OWNER)27. TILE AT CEILING o/ FULL SETTING BED AND WATERPROOF MEMBRANE.28. FORCED AIR UNIT, LOCATED IN ATTIC.BBUILDING SECTIONS 4BUILDING SECTIONASCALE: 1/4" = 1'-0"NO OPENINGS, INCLUDING VENTS, ARE PERMITTED IN EXTERIOR WALLSOF GROUP R-3 OCCUPANCIES WHERE WALLS ARE CLOSER THAN 3'-0"TO PROPERTY LINE. (C.R.C. TABLE R302.1(1) AND TABLE R302.1(2).BUILDING SECTIONSCALE: 1/4" = 1'-0"No. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A REMODEL OF THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 12 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20BUILDING SECTIONCSCALE: 1/4" = 1'-0"OVER EXCAVATION DETAIL1" = 1'- 0"1OVER EXCAVATION DETAIL 7.77'(E) F.S. AT PL 8.50'(N) F.S.7'-5"9.50' TOP OF CURB8'-0"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.23'-10"127123PLPL1278.10'F.S. 7'-1"OPEND.120D.18D.27D.210820287124208214517818172617143252422829ESTABLISHED GRADE8.04'8.70'F.S.D.29PLPL7'-5"9.50' TOP OF CURB8'-0"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.23'-10"8.50'F.S.PLPL8. 7 7 ' T. O . C . 7'-1"D.120101112D.27171819167145282021624231722D.1D.1D.1D.1D.1D.1D.129EST. GRADE8.04'38. 7 0 ' T. O . C .PLPL7'-5"9.50' TOP OF CURB8'-0"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.23'-10"8.10'F.S.PLPL7'-1"OPEN20101112D.19127254411326245822272D.2699D.1D.1D.1D.1D.2D.22913 . 8 4 ' (E) T . O . W .ESTABLISHED GRADE8.04'0837.77'(E) F.S. AT PL8.50F.S.7'-5"9.50' TOP OF CURB8'-0"TOP OF RIDGETOP PLATETOP PLATETOP OF PLY.23'-10"127123PLPL1278.10F.S.7'-1"OPEN58225245148202161571202317212438181722178D.120D.18D.27D.21013D.1D.1142614142728D.115D.11629ESTABLISHED GRADE8.04'8.70F.S.3D.28EXTERIOR ELEVATIONS ELEVATION NOTES :A. ALL WORK IS TO BE DONE IN CONFORMANCE WITH 2019 C.B.C.B. ALL EXPANDED METAL LATH ("K-LATH") AND LATH NAILING TO BE OF CORROSION RESISTANT MATERIAL.C. LATH SHALL BE FASTENED WITH 1-1/2" LONG X 11 GA. BARRED NAILS WITH 7/16" HEADS, NAILED 6" O.C. HORIZONTAL AND VERTICAL.D. A WEATHER RESISTANT BARRIER OF (2) LAYERS OF GRADE "D" BLDG. PAPER IS TO BE INSTALLED OVER STUDS OR PLYWOOD SHEATHING.E. AN APPROVED COPPER SCREED W/ A MIN. VERT. FLANGE OF 3-1/2" IS TO BE INSTALLED NO LESS THAN 2" BELOW THE FOUNDATION PLATE LINE ON ALL PLASTERED WALLS, AND 2" ABOVE ADJOINING SLAB WORK.F. PLASTERING SHALL NOT BE LESS THAN (3) COATS WHEN APPLIED OVER METAL LATH.G. THE FIRST COAT SHALL BE APPLIED W/ SUFFICIENT MATERIAL AND PRESSURE TO FILL SOLIDLY ALL OPENINGS IN THE LATH. THE SURFACE SHALL BE SCORED SUFFICIENT ROUGH TO PROVIDE ADEQUATE BONDING OF THE SECOND COAT.H. SECOND COAT SHALL BE BROUGHT OUT TO PROPER THICKNESS RODDED AND FLOATED SUFFICIENTLY ROUGH TO BOND THE FINISH COAT. THE SECOND COAT SHALL HAVE A MAX. VARIATION OF 3/16" IN ANY DIRECTION UNDER A 5' STRAIGHT EDGE .J. FINAL COAT SHALL HAVE SMOOTH TEXTURE, APPROVED BY OWNER.K. PROVIDE FIBERGLASS MESH TO REDUCE SURFACE CRACKING.EXTERIOR PLASTER SPECIFICATION51. 7/8" THICK EXTERIOR PLASTER.2. LAP WOOD SIDING W/8" EXPOSURE. (SELECTION BY OWNER)3. BOARD AND BATTEN SIDING 5/8" THK. MDF "EXTIRA" WATERPROOF SIDING NO HORIZONTAL JOINTS, W/5/8" x 1 1/2" WINDSOR BOARD BATTENS.4. 4 x 6 EXPOSED RAFTER TAILS, #1 SELECT GRADE, EVENLY SPACED.5. CLASS 'A' RATED ROOFING, SEE ROOF PLAN FOR SELECTION.6. EXTERIOR LIGHT FIXTURE (SELECTION BY OWNER).7. 20 OZ. COPPER STUCCO SCREED LOCATED 2" ABOVE FINISHED SURFACE.8. 20 OZ. COPPER FLASHING W/ HEMMED EDGE, MATCH ROOFING MAT.9. PROVIDE ADDRESS NUMBERS PLACED IN A POSITION THAT IS PLAINLY VISIBLE FROM THE STREET OR ROAD FRONTING PROPERTY. NUMBERS SHALL CONTRAST W/ BACKGROUND, BE ARABIC OR ALPHABETIC LETTERS AND SHALL BE A MIN. OF 4" HIGH W/A MINIMUM STROKE OF 1/2" PER SECTION (R319.1 C.R.C.)10. CONTINUOUS RAIN GUTTER, 5" DIA. HALF ROUND, 20 OZ. COPPER11. 2" x 3" 20 OZ. COPPER DOWNSPOUT.12. ENTRY DOOR W/ INTERLOCKING BRONZE WEATHER STRIPPING AND CONTINUOUS OAK SILL.13. OVERHEAD SECTIONAL GARAGE DOOR.14. 4 x 6 WOOD BARGE BOARD.15. ELECTRIC METER LOCATION16. TANKLESS WATER HEATER LOCATION. (48" MIN. CLEARANCE BENEATH)17. 1 1/16" x 2 1/2" WINDSOR WATERTABLE TRIM, REFER TO DETAIL.18. 1 1/2" x 3 1/2" WINDSOR BOARD TRIM SURROUND.19. NOT USED.20. 1 1/2" x 10 1/2" WINDSOR BOARD TRANSITION TRIM.21. COLOR COAT o/ HIGH DENSITY FOAM TRIM o/BROWN COAT.22. +42" HT. GUARDRAIL W/WOOD CAP.23. +36" HT. HANDRAIL W/WOOD CAP.24. 4 x 6 WOOD OUTLOOKER BEAMS.25. 10" SQ. WOOD FRAMED COLUMN W/ 3/4" MDO "EXTIRA" CLADDING.26. SOLAR PANEL ARRAY.27. 2'-0" W. x 3'-6" HT. WOOD SHUTTERS, SHOWN DASHED.28. LOUVERED WOOD PANEL.29. MANUFACTURED WD. CUPOLA, 2'-6" W. x 3'-0" HT. W/COPPER ROOF.FRONT ELEVATIONSCALE: 1/4" = 1'-0"REAR ELEVATIONSCALE: 1/4" = 1'-0"RIGHT ELEVATIONSCALE: 1/4" = 1'-0"LEFT ELEVATIONSCALE: 1/4" = 1'-0"GARAGEGARAGEGARAGEGARAGENo. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A REMODEL OF THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 12 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20 8.50F.S.TOP OF CURB 9.50'TOP OF PLY. AT LANDINGTOP OF SLAB 8.50'TOP OF RAILING42" MIN.1234567891011121314151D61E61B61A6+36" HANDRAIL+42" GUARDRAIL W/11"RUNTYP.EXTERIOR5/8" THK. TYPE"X" GYP. BD.5/8" THK. TYPE"X" GYP. BD.STACKEDW/D UNITEXTERIORPLASTER7/8" THK.7 1/2"FINISHED PATIO7 1/2" EA. 15 EQUAL RISERS AT 5/8" THK. MDO "EXTIRA"W/5/8" THK. BATTENSAT 12" O.C.123456789101112131415UP15R.12'-10"LANDING7'-6 1/2"14 EQUAL TREADS AT 11" EACH3'-10" LANDING 3'-4"A61D61E61A61B61C6+36" HANDRAIL+42" GUARDRAILSTAINLESS STEELNOSING1"SL. 1/8"/FT.SL. 1/4"/FT. 7.75'' MAX.STAIR AT SLABTYP. RISE TYP. RUN PER PLAN11'' U.N.O.7.75'' MAX.1 1/8'' PLYWOODTREADS2 x STRINGERSCONCRETE SLAB(2) 2 x 4 P.T. PLATESAT EACH END,MIDSPAN AND ATSECURE PER STRUCTURAL PLANSFLEXIBLE SEALANT -1/8'' EXPANSIONTYP.16'' O.C. MAX.PLYWOOD SUBFLOORMETAL HANGERAT EACH STRINGER1 1/8'' PLYWOODTREADS AT EACH END, MIDSPAN5/8'' TYPE 'X' GYP. BD.AT ALL WALLS AND2 x STRINGERSTYP. RISE 11'' U.N.O.TYP. RUN PER PLANPER STRUCTURAL PLANSPER STRUCTURAL PLANSCEILING OF ENCLOSEDUSABLE SPACE UNDER STAIRFLEXIBLE SEALANT - TYP.1/8'' EXPANSION GAP, FILL W/ 3/4'' PLYWOOD RISERSAND 16'' O.C. MAX.GAP - FILL WITHRISERS3/4'' PLYWOOD5/8'' TYPE 'X' GYP. BD. AT CEILING OF USABLE SPACEUNDER STAIRASTAIR AT LANDINGBCEDHANDRAIL1 1/8'' PLYWOODTREADS AND LANDING2 x 12 MIN. STRINGERS AT 5/8'' TYPE 'X' GYP. BD.AT ALL WALLS AND CEILING LAP SIDING W/8" EXPOSURE2 x FIRE BLOCKINGEACH END, MIDSPAN ANDOF ENCLOSED USABLE SPACE UNDER STAIR16" O.C. MAXIMUMSTRINGER AT WALL6'' MIN.BUILDING PAPERSEE STRUCTURAL ANDCODE REQUIREMENTSAPPLIED LOADS PERNOTE: RAILING TO RESISTSHOP DRAWINGSCLASS "A" ELASTOMERICDECKING MATERIALMETAL WEEP SCREEDW/ BRUSH COAT STUCCOFINISH BELOW.CLASS "A" DECKING MATERIALELASTOMERICSTAINLESS STEEL NOSINGCLASS "A" DECKING MATERIALELASTOMERICCLASS "A" DECKING MATERIALELASTOMERICBEAM PER STRUCTURAL1 1/8'' PLYWOODLANDINGLANDING FRAMINGPER STRUCTURALGUARDRAIL42" MIN.ABOVE WALKING SURFACEFASTEN POSTPER STRUCTURALCLASS "A" DECKING MATERIALELASTOMERIC1 1/2" 20 OZ.COPPER FLASHINGW/DRIP EDGE2 x 4 WOOD FRAMINGBOARD AND BATTENSIDING. 5/8" THK. MDF"EXTIRA" WATERPROOFSIDING, NO HORIZONTAL2 x 6 1/2" N. WINDSORBOARD CAP W/3/4" TREADS W/1 1/4"NOSINGAT EACH END, MIDSPAN2 x STRINGERSABOVE F.S. AT TREAD NOSING34" - 38" PER PLAN5/8'' TYPE 'X' GYP. BD.AT ALL WALLS AND CEILING OF ENCLOSED USABLE SPACE UNDERSTAIR7/8" EXTERIORPLASTER1 1/2" x 10 1/2"WINDSOR BOARD1 1/2" x 2 1/2"WINDSOR BOARD1 1/2" 20 OZ.COPPER FLASHINGW/DRIP EDGE7/8" EXTERIORPLASTER1 1/2" x 10 1/2"WINDSOR BOARD1 1/16" x 2"WINDSOR BOARDBUILDING PAPER2 x 4 WOOD FRAMINGJOINTS, W/5/8" x 1 1/2"WINDSOR BOARDBATTENSBOARD AND BATTENSIDING. 5/8" THK. MDF"EXTIRA" WATERPROOFSIDING, NO HORIZONTALJOINTS, W/5/8" x 1 1/2"WINDSOR BOARDBATTENSALL WALLS ENCLOSED3.3 SCHLUTER - TREP - ESTAINLESS STEEL NOSING3.3 SCHLUTER - TREP - EEASED EDGES2 x 6 1/2" N. WINDSORBOARD CAP W/EASED EDGES2 x BLOCKINGVARIES 6No. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A REMODEL OF THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 12 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20STAIR SECTIONASCALE: 1/2" = 1'-0"FIRST FLOOR TO SECOND FLOOR EXTERIOR STAIR PLANSCALE: 1/2" = 1'-0"STAIR PLAN/STAIR SECTION1 1/2" = 1'- 0"STAIR DETAILS1STAIR DETAILS LINE OF FIRST FLOOR BELOWLINE OF FIRST FLOOR BELOW(E) PATIODN.2R.DN.2R.(E) BATH 8'-0" CL'G.BRICK FLOOR1"(E) GARAGEVOL. CL'G.CONCRETESLOPEPLPLMASTER BEDROOM 7'-8" CL'G.CARPETPWDR.7'-6" CL'G.TILELAU.7'-6" CL'G.TILE1"1"123.5(E) TOP OF SLAB8'-2"TOP PLATE(E) TOP OF SLAB8'-2"TOP PLATE123.5(E) TOP OF SLAB8'-2"TOP PLATE(E) TOP OF SLAB8'-2"TOP PLATEFIRST FLOOR PLANSCALE: 1/4" = 1'-0"ROOF PLANSCALE: 1/4" = 1'-0"FLOOR PLAN As - buiLt Ab.1REAR ELEVATIONSCALE: 1/4" = 1'-0"FRONT ELEVATIONSCALE: 1/4" = 1'-0"LEFT ELEVATIONSCALE: 1/4" = 1'-0"RIGHT ELEVATIONSCALE: 1/4" = 1'-0"GARAGEGARAGENo. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFRObitAiLLE REsiDENCE NEWPORt bEACH, CALiFORNiA 92661 9 0 8 EAst bALbOA bOuLEVARD A REMODEL OF tHE : e): bradsmitharchitect@gmail.com bRADFORD C. sMitH, ARCHitECt (949) 631 - 3682 425 3OtH stREEt, suitE 22 NEWPORt bEACH, CALiFORNiA 9266308 - 12 - 202019 - 00DAtEPROJECt NO.sHEEt NO.Brad Smith11/30/20 NORTHROOF PLAN EXtERiOR ELEVAtiONs RdM SURVEYING INC.RON MIEDEMA L.S. 465323016 LAKE FOREST DR. #409LAGUNA HILLS, CA 92653(949) 858-2924 OFFICE(949) 858-3438 FAXRDMSURVEYING@COX.NETADDRESS OF PROJECT:BENCH MARK:LEGAL DESCRIPTION:OWNER:TOPOGRAPHIC SURVEYJOB: 74-47 DATE: 8/7/19NOTE: RECORD EASEMENTS ARE NOT PLOTTED IF ANY.DESCRIPTIONLEGENDXX(123.45)( )P.P.WMF.F.G.F.CONC.F.S.M.H.PA.C.T.G.DECKBRICKWALLFENCEMEAS. ELEVATIONSREC. BRG. & DIST.BUILDINGPROPERTY LINEPOWER POLEWATER METERFINISH FLOORGARAGE FLOORCONCRETEFINISH SURFACEMAN-HOLEPLANTERASPHALTTOP-GRATENATURAL GRADEN.G.BENCH MARK908 EAST BALBOA BOULEVARDNEWPORT BEACH, CA. 92661(26.11) RIDGE (27.68) RIDGE (27.72)RIDGE(20.23)RIDGE(20.19)RIDGE(18.81)RIDGE(8.56)D E C K(8.52)DECK(8.78FF)(8.48TW)(1 0 . 1 1 TW )(7.21FS)(7.22FS)(31.46) RIDGE (7.23FS)(7.32FS)(7.39FS)(7.30FS)(7.88FS)(7.93FS)(7.92FS)(7.75FS)(8 . 2 9G F )(8.05TW)(6.97FS)(7.01FS)(8.09FS)(8. 1 0 TW ) (8 . 1 4 TW )(8.12TW)(8.18TW)(7.05FS)(7.51TW)(7 . 1 1 F S ) (7 . 5 5 TW ) (7 . 0 9 F S )(11.44TW)(7.14FS)(1 1 . 4 5 TW )(8.23TW)(8 . 1 6 F S )(8.81FS)(7.26FS)(7.25FS)(7.24FS)(7.46FS)(8.69FS)(7.61FS)(7.2FS)(7.3FS)(24.64)EAVE(25.35)E A V E (1 9 . 2 2 ) E A V E(24.04)EAVE(21.64)EA V E (8.77FF)(8.61)DECK(8.66)DECK(15.13TW) (14.49TW)(13.84TW)(7.80FS)(16.35)E A V E (7 . 8 7 F S )(7.83FS)(7 . 5 6 F S )(7.65FS)(7 . 6 4 F S ) PALMS (7.02FL)(7.01FL)(7 . 5 4 T C X ) (7 . 5 7 T C X )(6.97FL)(6.92FL)(6.90FL)(7.48TC X)(7.51TC X)(6.89FL)(6.86FL)(7 . 8 2 F S ) (7 . 7 9 F S ) (7 . 6 4 F S ) (7 . 8 8 F S )(7.76FS)(7.77FS)(7 . 9 7 F S )(8.34FS)(8.33FS)(8.28FS)(8 . 2 0 F S )(8.07FS)(8.22FS)(7.81FS)(8.2FS)(8.59FS)(7.69FS)ST. LIGHTPAC BELL(7.6FS)TRAFFIC SIGNAL BOXWM(8.06FS)(8.37FS)(7.93FS)(8.04NG)(7.07FS)(7.14FS) (8 . 1 2 TW )(5.44NG)(8.09TW)(7.92FS)(7.00FS)(5.58NG)(8.04TW)(7.91)DECK(7.83)DECK(7.86)DECK(7.86)DECK(7.88)DECK (5.77NG)(6.92FS) (8.07TW)(6.93FL)INLETWM(7.76FS)(35.36) RIDGE (31.51) RIDGE (7 . 6 5 F S )(7.64FS)RAMPDOCKDOCKDOCKDOCKDOCKDOCKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECKDECK(8.57FS)1.72.7 4.6 2.4 2.7 1.420.04.0CF.W. 2.0 GUTTER1.6(7.70)DECK3..0 3.0 X XX XXX X X XPPPPPPPPPPPCONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.CONC.ACACACACACACACACACAC2 STORYBUILDINGGARAGE2 STORYBUILDINGBUILDINGBUILDINGN28°08'00"E 156.25'N28°08'00"E 157.97'S58°34'35"E 30.05' N61°52'00"W 30.00' EAST BALBOA BLVD. X X X(14.9TW)FINISHED FLOOR ELEVATION = 8.77LOT 4 OF BLOCK 13 OF BALBOA TRACTMR. AND MRS. FRANK ROBITAILLEPROPERTYLINECENTERLINEPROPERTYLINEPROPERTYLINEPROPERTYLINELINEBUILDINGSECOND STORYAND DECKfoundation linefoundation lineRONMIEDEMANO. 4653EXP. 9/30/19LICE NS E DLANDSURVEYORSTATEOFCALI F OR NIA C6No. C 14146LIC NSEDARCHITECTESTA TEOFCALI FORNIA DORD ARB C.SMITHFROBITAILLE RESIDENCE NEWPORT BEACH, CALIFORNIA 92661 9 0 8 EAST BALBOA BOULEVARD A REMODEL OF THE : e): bradsmitharchitect@gmail.com BRADFORD C. SMITH, ARCHITECT (949) 631 - 3682 425 3OTH STREET, SUITE 22 NEWPORT BEACH, CALIFORNIA 9266308 - 12 - 202019 - 00DATEPROJECT NO.SHEET NO.Brad Smith11/30/20TOPOGRAPHIC SURVEY