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Home My WebLink AboutPA2022-0204_20220915_CDP_Plans_42x30SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-0.0COVER SHEETAS SHOWNPRIVATE RESIDENCE921-925 Via Lido SoudNewport Beach, CA. 92663 A-0.0 COVER SHEETPROJECT INFORMATIONARCHITECT SINCLAIR ASSOCIATES ARCHITECTS A.I.A.BLUE JAY VILLAGE STUDIO,P.O. BOX 3251-92317BLUE JAY, CA. 92317PHONE:FAX:EMAIL: RSINCLAIR@SINCLAIRARC.COMCONSULTANT LIST310.824.9420310.824.9430OWNER925 VIA LIDO SOUD, LLC520 NEWPORT CENTER DRIVE SUITE 600NEWPORT BEACH, CA. 92660PHONE:VICINITY MAPSUBJECTPROPERTYA-2.1SOLAR PANELS LOCATION PLAN - 1/4" : 1'-0" SCALEAREA CALCULATIONS - 1/8" : 1'-0" SCALEA-2.01SITE PLAN - 1/8" : 1'-0" SCALEA-1.1A-2.3 SECOND FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALEFIRST FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALEAPNLOT SIZELOT 15- 4,640 SQ FT 925 VIA LIDO SOUDLOT 16- 4,395 SQ.FT. 921 VIA LIDO SOUDLEGAL EDSCRIPTIONTHE LAND REFERRED TO HEREIN BELOW ISSITUATED IN THE CITY OF NEWPORT BEACH, INTHE COUNTY OF ORANGE, STATE OFCALIFORNIA, AND IS DESCRIBED AS FOLLOWS:LOTS 318 & 319 OF TRACT NO. 907, IN THE CITYOF NEWPORT BEACH, COUNTY OF ORANGE,STATE OF CALIFORNIA, AS PER MAP RECORDEDIN BOOK 28, PAGES 25 TO 36 INCLUSIVE, OFMISCELLANEOUS MAPS, IN THE OFFICE OF THECOUNTY RECORDER OF SAID COUNTY.COMMUNITY ASSOCIATIONNEW PORT BEACH PLANNING GUIDELINESBUILDING SETBACKSOCEANSIDE SETBACK10'-0"SIDE SETBACK4'-0"FRONT SETBACK4'-0"REVIEWING AGENCIESCITY OF NEWPORT BEACH PLANNINGDEPARTMENT CALIFORNIA COASTALCOMMISSION COASTAL PLAN FOR SEAWALLS.LIDO ISLAND ASSOCIATIONCIVIL /SURVEYORSOILS ENGINEERSTRUCTURALFORKERT ENGINEERING & SURVEYING, INC.22311 BROOKHURST ST, STE 203HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: TOMR@FORKERTENGINEERING.COM714.963.6793714.963.7296SHAH ENGINEERING GROUP INC26893 BOQUET CANYON ROAD, #C427SAUGUS, CA 91350PHONE:FAX:EMAIL: KAMAL@SHAH-ENGINEERING.COM661.702.8300661.702.8400949.789.7221949.789.7222HERITAGE ENERGY GROUP470 WALDIRVINE, CA 92618PHONE:FAX:EMAIL: RUDY@HERITAGEENERGYGROUP.COMEGA CONSULTANTS, LLC375-C MONTE VISTA AVENUECOSTA MESA, CA 92627PHONE:FAX:EMAIL: WORTHY10@AOL.COMAUGUST 31, 2016PROJECT NO. RL973.1949.642.9309949.642.1290LANDSCAPEARCHITECTSURVEYORAPEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: APEXLSINC@GMAIL.COM714.488.5006714.333.4440TITLE-24CONSULTANTMATERIAL AND FINISH INDEXA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL:',$0(7(5(;326('+$/)5281'*877(56$1'´(;326('DOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .- THERE ARE A FEW CONCEALED DOWNSPOUTS AND LEADER HEADS FROM THE FLATROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WOOD SIDINGC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAY:22'6+,1*/(3$1(/6´(;32685(0,7(5('&251(56(;3)/86+:,7+´;´&('$5,16,'(&251(56ONE HOUR RATING.COLOR: BLACK COLOR PER ARCHITECT.UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER.C.2 - ´:,'(:22'&/$3%2$5'6,',1*&2856(63(53$1(/MITERED CORNERS.COLOR:WHITE, COLOR PER ARCHITECT.UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER.C.3 - WHITE WASHED BRICK VENEER.D.COPPER STANDING SEAM ROOF :,7+ 67$1',1*6($00$;$7´3$1(/:,'7+672+$9($//(;326('0(7$/,1&/8',1*´67$1',1*6($0522)72%(&233(5INCLUDES ROOF, GUTTERS, DOWNSPOUTS, FLASHINGS.COLOR:A. COPPER WITH UNTREATED NATURAL PATINA AT BLACK SHINGLE SIDING MASS.B. ZINC COATED COPPER AT WHITE SIDING MASS.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIAL$//(;7(5,25+$5'6&$3(72%(213('(67$/6$1'6(7'($')/$7ò´%(/2:7232)DOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A.,3(:22''(&.,1*¶¶:,'7+6$1'´63$&,1*9(5,),(':,7+2:1(5$1'ARCHITECT UPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALLDECKING ON PEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDERDECK.%´6/$%$17,48(/,0(6721(,13$77(51&20021%21'COLOR:LIGHTEST COLOR.SIZE:/$5*(6/$%6 ;´25$663(&,),('$1'$33529('3(5LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSMANUFACTURER: T.B.D.HARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR: FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NOPENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHCIVILINTERIORDESIGNERSEA WALLENGINEERPMA CONSULTING, INC.28161 CASITAS CT.,LAGUNA NIGUEL, CA 92677PHONE:FAX:EMAIL: CONSULTING@PMA-BG.COM714.717.7542SQUARE FOOT TABULATIONEXISTING SURVEYA-1.0A-2.2ARCHITECTURALPROJECT DESCRIPTION: LOT MERGER WITH SFR & ADUDEMOLITION OF EXISTING HOUSE SFR & GUEST HOUSEPROPOSED 7,831.26 SQ FT SINGLE FAMILY RESIDENCE WITH FOUR CAR GARAGEAT 1,143.25 SQ FT AND MECHANICAL STORAGE AT 25.53 SQ FT UNCONDITIONEDSPACES WITH 1 BEDROOM ATTACHED 599.15 SQ FT ACCESSORY DWELLINGUNIT (ADU)TOTAL SQ FT OF CONSTRUCTION = 8,974.48 SQ FTSITE IMPROVEMENTS:GRADING QUANTITIES: 1(:¶´3(5,0(7(5)(1&(FULL LANDSCAPE PLANS WITH SPA AND POOL.GLASS RAILING AT SEAWALL.REPLACE DOCK. UNDER SEPARATE PERMIT.MECHANICALGREGORY DESIGN4 SHETLAND,TRABUCO CANYON, CA 92679PHONE:FAX:EMAIL: CAITLIN@GREGORY-DESIGN.COM949.888.9511ZONER-1SETBACK MAP NO.COASTAL ZONECITY FORMSDEFERRED SUBMITTALSDEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT ORENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FORPLAN CHECK OR APPROVAL BY THE CITY.A. A LICENSED SURVEYOR SHALL COMPLETE A FEMA ELEVATIONCERTIFICATE (EC) AND SUBMIT THE EC FOR REVIEW AND$33529$/)5207+(&,7<¶6&20081,7<5$7,1*6<67(0&56COORDINATOR PRIOR TO REQUESTING FINAL INSPECTION.B. AN APPROVED EC MUST BE SUBMITTED TO THE BUILDINGDEPARTMENT INSPECTOR DURING FINAL INSPECTION.C. ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICINGTHE BUILDING (INCLUDING DUCTS) MUST BE AT LEAST ONE FOOTABOVE THE BFE (NAVD88).USE:SFD WITH ATTACHED ADU# OF STORIES:TWOOCCUPANCY:R-3/UCONSTRUCTION TYPE:VBFIRE SPRINKLERS:NFPA 13.D SYSTEMDEFERRED ITEMS:DOCK TO BE RAISED TO 10.90 NAVD 88 WITH NEW IPE DECKING ANDGLASS RAILINGS.ELECTRICAL & PLUMBING UPGRADED TO DOCK.ELECTRICALDEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECTOR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FORPLAN CHECK OR APPROVAL BY THE CITY.A. HYDRONIC HEATING IN-FLOORB. FIRE SPRINKLER NFPA 13D SYSTEMC. PV SOLAR WITH MINIMUM 5.07 KW DCD. SOUND ATTENUATION DESIGN FOR HVACE. DOCK TO BE RAISED TO 10.90 NAVD 88 WITH NEW IPE DECKINGAND GLASS RAILINGS.F. ELECTRICAL & PLUMBING UPGRADED TO DOCK.G. MASONRY PERIMETER WALL.H. ELEC. / PLUMBING FOR EXTERIOR IMPROVEMENTS DETACHEDFROM HOUSE BBQ., WALL FOUNTAIN & FIRE FEATURE.I. SPANEWPORT BEACH FLOOR AREA CALCULATION15% OF THE BUILDING AREA OF THE LOT IN ADDITION TO THEREQUIRED SETBACK AREASREQUIRED: 0.15 x BUILDABLE AREA: 961.26 SQ. FT. x 2 = 1,922.52 S.F.OPEN VOLUME AREA REQUIRED (20.48.180.A.3)xOPEN VOLUME MUST BE LOCATED WITHIN THE BUBBLE ENVELOPE(WITHIN THE SETBACK; UNDER 24 FEET)xOPEN VOLUME MUST HAVE A MINIMUM DIMENSION OF 5 FEET INDEPTH FROM THE SETBACK LINE ON WHICH IT IS LOCATED.xOPEN VOLUME MUST BE OPEN ON A MINIMUM OF ONE SIDE ANDHAVE MINIMUM CLEAR DIMENSION OF 7.5 FEET.OPEN VOLUME AREA CALCULATIONBUILDABLE AREA 6,408.40 x .015 = 961.26 SQ. FT.2,529.02 PROPOSED OPEN SPACE > 961.26 SQ. FT.xCALCULATION INCLUDES EXTERIOR WALLS, STAIRWAY(S) ONFIRST LEVEL OF OCCURENCE, ENCLOSED SPACES (FINISHED ORUNFINISHED) WITH A CEILING HEIGHT OF 6 FT OR GREATER,DAYLIGHTING BASEMENTS, AND ENCLOSED PARKING (INCLUDINGSUBTERRANEAN)xCALCULATION DOES NOT INCLUDE SUBTERRANEAN BASEMENTS.xCOVERED PATIOS MUST BE OPEN ON ONE SIDE ON 1ST FLOOR &OPEN ON AT LEAST TWO SIDES ABOVE FIRST FLOOR, OTHERWISEAREA SHALL BE INCLUDED AS FLOOR AREA.xREQUIRED OPENINGS FOR COVERED PATIOS MAY INCLUDEREQUIRED SAFETY RAILINGS & MINIMAL STRUCTURAL SUPPORTS.RAILINGS SHALL BE CONSTRUCTED OF TRANSPARENT MATERIALOR OPAQUE MATERIAL THAT IS AT LEAST 40% OPEN.BUILDABLE AREAAREA WITHIN ALL SETBACKSFLOOR AREA LIMITATION6,408.40 S.F. X 1.7 = 10,894.00 S.F.6,408.40 S.F.SHEET INDEX714.321.2050LIDO ISLAND ASSOCIATIONLIDO HOA HEIGHT MORE RESTRICTIVE THAN NBPLANNINGBUILDABLE SQ.FT. AREA:INSIDE SETBACKSSEPARATE LOTSLOT 15- -925 VIA LIDO SOUD 3,306.6 SQ FT.LOT 16- -921 VIA LIDO SOUD 3,101.8 SQ.FT.MAXIMUMBUILDABLE SQ.FT.GARAGE INCLUDED IN THE CALCULATIONSEPARATE LOTSLOT 15- -925 VIA LIDO SOUD 3,306.6 x 1.7 =5,621.22 SQ FT.LOT 16- -921 VIA LIDO SOUD 3,101.8 x 1.7 =5,273.06 SQ.FT.TOTAL MAXIMUM AREA SQ. FT. 10,894.28 SQ. FT.CITY OF NB ALLOWS A FACTOR OF 2 BUT LIDO ISLECOMMUNITY ASSOCIATION IS ORE RESTRICTIVE AT1.7 PENDING OPEN SPACE AT STREET.DECK OPEN ON TWO SIDES (50% OPEN) DOES NOTCOUNT AS SQUARE FOOTAGE WITH REGARD TO MAXSQ.FT.ROOF LIMITATIONS:LICA REGULATED ROOF MATERIAL ALLOWED:STANDING SEAM COPPER ROOFS ALLOWED.LICA REGULATED ROOF DECKS AND/OR FLAT ROOFLIVING PORCH AREA NOT TO EXCEED 25% OF PLANVIEW.BASE HEIGHT ZONEBUILDING HEIGHT:OPEN VOLUMN AREALICA OVERRIDES CITY OF NB HEIGHTSTANDARDS. LICA MEASURES HEIGHT FROMMEAN CURB HEIGHT ALONG STREET. MAXIMUM+(,*+7¶´:,7+522)$9(5$*(0$;,0802)¶´CAR REQUIREMENTS:SFR OVER 4,000 S.F. REQUIRES - 3 CAR GARAGEADU REQUIRES - 1 CAR.LIDO ISLE COMMUNITYASSOCIATION:REVIEWING ARCHITECT: ZACHARY SHAMNB PLANNERS:PLANNERLIZ WESTMORELAND423-281-15 & 423-281-16TOTAL6,408.4 SQ.FT.15% OF BUILDABLE AREA OF PROPERTY OF LOT.EXTERIOR ELEVATIONS - 1/4" : 1'-0" SCALEA-3.1EXTERIOR ELEVATIONS - 1/4" : 1'-0" SCALEA-3.2BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.1BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.21ST FLOOR REFLECTED CEILING PLAN - 1/4" : 1'-0" SCALEA-5.12ND FLOOR REFLECTED CEILING PLAN - 1/4" : 1'-0" SCALEA-5.2CONDITIONED SPACE1ST FLOOR3,012.55 S.F.2ND FLOOR4,219.56 S.F.GRAND TOTAL9,727.58 S.F.MAIN RESIDENCE SQ. FT. TABULATIONTOTAL CONDITIONED SPACE 7,831.26 S.F.GARAGE / MECHANICAL1,143.25 S.F.COVERED AREA < 50% OPEN 537.40 S.F.TOTAL AREA768.40 S.F.A.D.U. 1ST FLOOR599.15 S.F.MAXIMUM ALLOWED AREA 10,894.28 S.F.VOLUME SPACE231.00 S.F.SUB-TOTAL CONSTRUCTION AREA 8,974.48 S.F.BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.3DOOR SCHEDULEA-6.1WINDOW SCHEDULEA-6.2A-2.4A-2.5A-2.6SECOND FLOOR KEY PLAN - 1/4" : 1'-0" SCALEFIRST FLOOR KEY PLAN - 1/4" : 1'-0" SCALEROOF PLAN - 1/4" : 1'-0" SCALESKYLIGHT SCHEDULEA-6.3CDP SUBMITTAL SET SINGLE FAMILY RESIDENCE W/ 2ND UNITSEPTEMBER 12, 2022D-1 DEMOLITION PLANSURVEYOREPT DESIGN234 N. EL MOLINO AVENUE, SUITE 100PASADENA, CA 91101PHONE:FAX:EMAIL: NERIKSSON@EPTDESIGN.COM626.795.2008626.437.3734PRECISE GRADING PLANC-2CONSTRUCTION POLLUTION PREVENTION PLAN /C-4EROSION CONTROL PLANLOT MERGER SETLM-1*PA2022-0204 42334154SINGLE FAMILY RESIDENCEGUEST HOUSEDEMOLITION PLAN1/4" = 1'-0"1SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,D-1DEMOLITION PLAN1/8" = 1'-0"0.74' MEAN LOW TIDE LINE;PER LA NOAA TIDESTATION DATUMVERIFY WITH GENERAL CONTRACTOR& PMA CONSULTANTS ALL CONDITIONSWITH SEAWALL DEADMAN.DEMOLISH ALL TREES.DEMOLISH SFR AND GUEST HOUSE.DEMOLISH ALL HARDSCAPEEXISTING BULKHEAD TO REMAIN ANDPROTECTED.DEMO (2) EXISTING DOCKS.1DEMO NOTES:LEGEND:AREAS TO BEDEMOLISHED23456DOCK 1DOCK 2PA2022-0204 EXISTING SURVEY1/8" = 1'-0"1SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-1.0EXISTING SURVEY1/8" = 1'-0"0.74' MEAN LOW TIDE LINE;PER LA NOAA TIDE STATION DATUMPA2022-0204 LOT 320 LOT 31742" HIGH HEDGE321GOLF CART 4'-0" SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-GREAT ROOM-DINING-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0"REQUIRED SETBACK 4'-0" REQD.SETBACKEQ.EQ.BENCHADU CLOSET-LCLCLCLCLCLCLC1'-0" PROJECTION FROM SETBACK LINECENTER F.P. IN WALL 2'-4"2'-0"12" 12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLC360 INFINITY SPAWATER LEVEL 115.50'PLATFORM WOOD DECKWATER LEVEL 114.00'WOOD DECKSTEPSINTO POOLP L A N T E RP L A N T E RP L A N T E RSIDE MOUNTFLUE6" RB B QEQ.3'-8"EQ.EXISTING BULKHEAD@ 113.50 NAVD88ACROSS PROPERTYFGEDCBA1234512345FGEDCBA(E) PIERS(E) PIERSEXTENDE D P R O P E R T Y L I N E SEXTENDED PROPERTY LINESPOWER PEDESTAL 2-30APOWER PEDESTAL 2-50APROPOSED NEW DOCKPROPOSEDNEW GANGWAYPROPOSED NEW PIERAND PLATFORM85'-1 1/2"12'-1 3/4"21'-0"37'-4"21'-0"5'-9 1/2"19'-0"4'-0"33'-4"2'-0"21'-0"2'-0"3'-9 1/2"4'-6 1/2"2'-11"22'-5 1/2"8'-8"22'-8"11'-0"17'-4"6'-2"9'-3 3/4"65'-10"0'-9"1'-1"7'-7"2'-2"7'-0"27'-10"14'-8 1/2"6'-3 1/2"21'-0"37'-4"21'-0"3'-0 3/4"2'-8 3/4"13'-6"85'-1 1/2"12'-1 3/4"6'-0"83'-1" 9'-3 3/4"6'-2"17'-4"11'-0"22'-8"8'-8"7'-11 1/4" 1'-6 1/4" 6'-5"8'-8"6'-6"16'-2"5'-9"5'-3"11'-4"6'-0"6'-2" 0'-10"RETRACTABLEUMBRELLA AWNINGEXISTING DOCK 2EXISTING DOCK 116'-0"27'-0"5'-0"5'-6"13'-0"12'-0" TALLHEDGE5'-0" TALL HEDGEPEDESTALS WITHRAIL LIGHTS78'-0"10'-0" 36'-0"4'-0"P20P72P23P34POWER PEDESTAL 2-50APOWER PEDESTAL 2-30APROJECT LINEPIERHEAD LINE12'-0"26'-0"25'-0"13'-0"DOCK BOX, TYP.PERSONAL WATERCRAFT,TYP.PROPOSED DOCKPROPOSED PIER1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A4.11A4.12A4.1BULKHEAD@ 13.50' NAVD88SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SITE PLAN1/8" = 1'-0"1A-1.1SITE PLAN1/8" = 1'-0"GENERAL GRADING REQUIREMENTS' DEPARTMENT OF BUILDING AND SAFETY IS MADE PARTOF THIS PLAN.GEOLOGIC AND SOILS REPORT PREPARED BY COAST GEOTECHNICAL INC. (W.O. 393110-01,DATED JANUARY 28, 2010) AND ALL ADDENDUM THERETO IS MADE PART OF THIS PLAN.RECOMMENDATIONS IN THE ABOVE STATED REPORTS TO BE STRICTLY FOLLOWED.ALL FOOTINGS SHALL BE FOUNDED INTO NATURAL UNDISTURBED SOIL OR FOUNDED INTOCERTIFIED RECOMPACTED FILL PER COUNTY OF ORANGE SPECIFICATIONS. COUNTYINSPECTION APPROVALS AND CERTIFICATION REQUIRED. LICENSED SOILS ENGINEER TOINSPECT AND CERTIFY RECOMPACTION AS RECOMMENDED BY ABOVE STATED GEOLOGICAND SOILS REPORTS.COASTAL COMMISSION APPROVAL LETTER AND ALL ADDENDUM THERETO SHALL BE PARTOF THIS PLAN.CITY GRADING PRE-INSPECTION REPORT PLAN TAG SHALL BE PART OF THE PLAN.ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER SHALL BE CONDUCTED AT ASLOPE OF 2% MINIMUM.-SEE PRECISE GRADING PLAN.NOT USED.NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIREDTO DESCEND, OR, OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISIONOF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. (HSC17922.5 EFF. 3-6-76).THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING ORFALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT FROM THESTATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF ABUILDING PERMIT. (HSC 17922.5, EFFECTIVE 3-6-76).A SEPARATE SET OF LANDSCAPE & CIVIL DRAWINGS WILL COMPLETE THIS ARCHITECTURALPLAN, INCLUDING INFORMATION ON POOL/SPA, GRADING, DRAINAGE, RETAINING WALLS,HARDSCAPE, PLANTING MATERIAL, LIGHTING AND IRRIGATION.CONTRACTOR TO INFORM ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL,LANDSCAPE AND CIVIL DRAWINGS.ALL GRADES SHALL SLOPE 2% MINIMUM AWAY FROM BUILDING AND BE A MINIMUM OF 6"BELOW WOOD SILL PLATE AT PERIMETER OF BUILDING. SEE GRADING PLAN FORADDITIONAL INFORMATION.FOR GRADES SPECIFIED TO BE LESS THAN 6" FROM WOOD SILL PLATES AND FOR AREASWHERE CONCRETE PAVING IS ADJACENT TO BUILDING, SILL PLATES SHALL BE PROTECTEDWITH A CONTINUOUS STRIP OF W.R. GRACE 4000 BITUTHENE WATERPROOFING MEMBRANECOVERED WITH GALVANIZED SHEET METAL FLASHING, BOTH PROJECTING 6" BELOW WOODSILL PLATE AND 6" ABOVE GRADE. WIDTH OF WATERPROOFING WILL VARY ACCORDING TOGRADE ELEVATION.A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL LAY OUT STRUCTURES ON THE SITE ANDSHALL PROVIDE A CERTIFIED PLAN INDICATING THAT THE STRUCTURES ARE LOCATED INACCORDANCE WITH THE APPROVED PLANS. THE SAME SURVEYOR OR ENGINEER SHALLALSO CERTIFY ALL RIDGE HEIGHTS PRIOR TO SETTING RIDGE BEAMS AND LAYING OUT ROOFRAFTERS. SEE ROOF PLAN FOR MORE INFORMATION.THE BUILDING PERMIT APPLICATION IS FOR THE DEFINED SCOPE OF WORK AS OUTLINED ONTHIS SHEET ONLY. THIS PERMIT APPLICATION DOES NOT INCLUDE LANDSCAPE ELEMENTS,HARDSCAPE, POOL/SPA/FOUNTAINTHIS PERMIT APPLICATION DOES NOT INCLUDE MECHANICAL, PLUMBING AND ELECTRICALPERMITS.THE OWNER'S REPRESENTATIVE WILL PROCESS PLANS THROUGH PLAN CHECK REVIEW FORTHE BUILDING PERMIT ONLY. CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THEBUILDING PERMIT ON BEHALF OF THE OWNER.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS, INCLUDING ELECTRICAL,MECHANICAL, PLUMBING AND LANDSCAPE PERMITS. ANY APPLICATION FORMS OR DRAWINGSREQUIRED FOR SAID PERMITS WILL BE PREPARED BY THE SUBCONTRACTOR ANDREMUNERATION SHALL BE INCLUDED IN BID.INSPECTION REQUIRED FOR SPA EQUIPMENT LOCATION AND SET UP POOL UNDERSEPARATE PERMIT.THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ONTHE SITE FOR THE GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE NOTIFIEDBEFORE ANY GRADING BEGINS AND FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED.FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR.GENERAL SURVEY NOTE: THE EXTERIOR BOUNDARY SHOWN HERE WAS OBTAINED FROM THERECORDED DATA OR PHYSICAL SURVEYS BY OTHERS. THE INFORMATION SHOWN HEREON ISNOT TO BE CONSTRUED AS A TRACT MAP, RECORD OF SURVEY OR RECORD ABLE DOCUMENT.THE DATA PRESENTED IS FOR CONSTRUCTION STAKING AND MUST BE CHECKED AGAINSTLEGAL SURVEYS BEFORE PROCEEDING WITH GRADING OR CONSTRUCTION.ALL TOPOGRAPHICAL INFORMATION SHOWN HEREON WAS OBTAINED FROM SURVEYS BYOTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONTOURS ANDESTABLISHING DRAINAGE PATTERNS PRIOR TO COMMENCING GRADING OR CONSTRUCTION.DURING CONSTRUCTION OF THE STRUCTURE LOT DRAINAGE MUST BE MAINTAINED. IT ISSUGGESTED THAT AFTER THE FOUNDATIONS ARE POURED AND THE UTILITY TRENCHCOMPLETED, THE DRAINAGE PROVISIONS, INCLUDING BERMS, BE RESTORED TO DRAINTOWARD STREET, OR OTHER APPROVED DRAINAGE DEVICES. NO RUNOFF SHALL BEDISCHARGED OVER ANY SLOPE DIRECTED ONTO ADJACENT PROPERTIES. THIS SHOULD BEDONE BEFORE THE LUMBER FOR FRAMING IS PLACED ON THE LOT.ALL ROOF DRAINAGE TO BE TAKEN TO THE STREET OR OTHER APPROVED DRAINAGE PATHVIA NON-EROSIVE DEVICES; SEE CIVIL DRAWINGS FOR MORE INFORMATION.EDISON COMPANY APPROVAL IS REQUIRED METER LOCATION PRIOR TO INSTALLATION.IN THE EVENT EXCAVATION REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF THESOILS ENGINEER AND OR GEOLOGIST MAY BE REQUIRED.LOCATE A/C COMPRESSOR PADS PER MECHANICAL PLAN. VERIFY REQUIREMENTS WITH LOCALGOVERNING AGENCIES PRIOR TO COMMENCING ANY CONSTRUCTION. COMPRESSORS MUSTBE SCREENED FROM VIEW. SCREENING SHALL BE DESIGNED BY THE LANDSCAPE ARCHITECT.ANY DOORS LEADING DIRECTLY TO SPA AREA WITHOUT AN APPROVED POOLENCLOSURE; AN ALARM SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS OF THECITY OF NEWPORT BEACH.PLANS FOR SINGLE FAMILY DWELLINGS AND DUPLEXES ARE NOT CHECKED FORPLUMBING,MECHANICAL AND ELECTRICAL CODE COMPLIANCE. THESE FIELDS ARE SUBJECTTO FIELD INSPECTION.SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING OR STRUCTURE, SEE COVER SHEETFOR A LIST OF SPECIFIC ITEMS REQUIRING SEPARATE PERMITS.PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET.ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONSOVER 50% PER NBMC 15.43.015.AN APPROVED ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL WORK ACTIVITIESWITHIN THE PUBLIC RIGHT-OF-WAY AS NEEDED.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5'-0" AND FOR SHORINGAND UNDER PINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.FIELD INSPECTIONS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENTSCONCRETE PLACEMENT.NOT USED.NOT USED.PROVIDE SAND BAGS AT PROPERTY LINES FOR EROSION CONTROL PER THE CITY OFNEWPORT BEACHALL FENCE WALL CAPS SHALL BE LOCATED WITHIN THE PROPERTY LINE.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5 FEET AND FORSHORING AND UNDERPINNING.PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEWSTRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINEDFLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE352326('6758&785(,1'(6,*1$7('³+,*+'(16,7<$5($6´352-(&76,*16+$//COMPLY WITH NBMC SECTION 15.60.030WATER QUALITY BEST MANAGEMENT PRACTICESPLANTING AREAS AND VINE POCKETS INCORPORATED INTO THEHARDSCAPE PAVING DRAINS TO LANDSCAPE WHEREVER POSSIBLE.SURFACE DRAINAGE DIRECTED INTO LANDSCAPE AREAS ON PROPERTY TORETAIN SIGNIFICANT AMOUNTS OF WATER RUN OFF ON SITE.ROOF GUTTERS TO TIE INTO DRAINAGE SYSTEM, DAYLIGHT, OR FLOW INTOLANDSCAPED AREAS WHERE POSSIBLE.USE OF LOW WATER CONSUMPTION PLANTS AND PROPER IRRIGATIONTECHNIQUES AND TAKING INTO CONSIDERATION SUN/SHADE EXPOSURE TOPROPERLY LOCATE AND GROUP PLANTS TO AVOID OVERWATERING ANDIRRIGATION RUN OFF.HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINESOF DEBRIS.CATCH BASINS WITH GRAVEL FILLED BOTTOMS INCORPORATED INTODRAINAGE SYSTEM TO PROVIDE FILTRATION OF RUN OFF PRIOR TODISCHARGE INTO BAY.FIREPLACES AND BBQSFIREPLACES AND BBQS THAT ORIGINATE FROM THE EXTERIOR OF ARESIDENCE ARE NOT ALLOWED TO EXCEED A HEIGHT OF 24 FEET ABOVETHE 9.00 ELEVATION. IF A FIREPLACE ORIGINATES WITHIN THE RESIDENCE,IT CAN ONLY BE AS TALL AS THE BUILDING DEPARTMENT REQUIRES FORABSOLUTE MINIMUM REQUIRED DRAW PLUS, AN ADDITIONAL 2 FEET INHEIGHT FOR CHIMNEY CAP AND SPARK ARRESTOR.THE ZONING CODEALLOWANCE IS LIMITED TO 2 FEET IN WIDTH AND 4 FEET IN DEPTH. BBQ ANDFUTURE FIRE PIT SHALL NOT BE INSTALLED UNDER COMBUSTIBLECONSTRICTION AND MUST BE INSTALLED PER MANUFACTURE INSTALLATIONINSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO.WATER METER & SERVICECONTRACTOR TO VERIFY IF THE EXISTING SERVICE IS SUFFICIENT TOSERVE PROPOSED RESIDENCE. IF SUFFICIENT IN SIZE; CONTRACTOR TOPROTECT IN PLACE. IF IN-SUFFICIENT, CONTRACTOR TO SUPPLYAPPROPRIATE CITY STANDARD FOR NEW METER AND SERVICES. ALLABANDONED WATER SERVICES SHALL BE CAPPED AT MAIN.PEDESTRIAN PROTECTION- FOR PEDESTRIAN PROTECTION; A CONSTRUCTION FENCE IS REQUIREDAROUND THE PERIMETER OF THE PROPERTY AT 72" TO 84" HIGH.- WHEN REQUIRED, A FENCE BARRIER AND WALKWAY COVER IS TO BECONSTRUCTED PER CBC 3306.5-7. SEE TABLE ON SHEET A0.0 FOR FURTHERINFORMATION.EROSION & SILTATION CONTROL- PROVIDE 2 LAYERS OF SANDBAGS AT PROPERTY LINE FOR EROSIONCONTROL AS SHOWN PER THE CITY OF NEWPORT BEACH; TYP.- CONTRACTOR TO INSTALL SILT FENCING AT PERIMETER OF PROPERTY INCONJUNCTION WITH CONSTRUCTION FENCE. SILT FENCE ALLOWS WATERTO PASS THROUGH LEAVING SEDIMENT TRAPPED AND RETAINED.CONTRACTOR TO KEEP CLEAN DURING WET SEASON.PUBLIC WORKS REQUIREMENTSA PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTIONIS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CANBE ISSUED. AT THE TIME OF PUBLIC WORKS INSPECTION, IF ANY OFTHE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE ISDAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ANDALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BYTHE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIRWORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKSINSPECTOR.A PUBLIC WORKS APPROVED ENCROACHMENT PERMIT IS REQUIREDFOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.NOTE: NO PERSON SHALL DEVELOP STRUCTURE INCLUDING, BUT NOT LIMITED TO,A PRINCIPAL STRUCTURE ACROSS A LOT LINE PER SECTION 19.04.035(DEVELOPMENT ACROSS PROPERTY LINES) OF THE SUBDIVISION CODE.PLEASE APPLY FOR A PARCEL MAP, LOT MERGER, LOT LINE ADJUSTMENT,OR CERTIFICATE OF COMPLIANCE TO ADDRESS UNDERLYING LEGAL LOTLINES. SEE NOTE ON SITE PLAN. EASEMENT IS PRIVATE.SETBACK DIMENSIONS**SETBACK DIMENSIONS SHOWN FROM FACE OF THEFOUNDATION TO PROPERTY LINE TO BE THE ZONING SETBACKPLUS THE EXTERIOR BUILDING MATERIAL THICKNESS.**SITE PLAN NOTESA D U4 CAR GARAGESINGLE FAMILYRESIDENCEDOCK & PIER AREA -1,579.00 SQ.FT.NOTE: REMOVED TWO EXISTING DOCKS & REPLACEWITH ONE NEW DOCK WITH LESS SQ.FOOTAGE OF THE REMOVED DOCKS TOTAL.PA2022-0204 LOT 320 LOT 317LCLC LCLCLCLCLCSLOPELCLCLCLCLCUNCONDITIONED SPACECOVERED LOGGIA4-CAR GARAGED(COVERED AREA < 50% OPEN)JCOVERED AREA(LESS THAN 50% OPEN)21'-6"EAFGHKBC31'-2"11'-0"22'-8"17'-9"31'-4"12'-9"37'-4"22'-8"8'-8"O7'-4"13'-2"LMPQ6'-2"RI13'-6"N4'-11"14'-012"8'-8"6'-1112"21'-0"LOT 320 LCLCLCLCCLCLCLLCLCLCLCSLOPESLOPESLOPESLOPE21310'-1"EFAPLHM22'-8"N24'-2"19'-0"6'-412"13'-814"G26'-6"K7'-6"21'-9"22'-8" 17'-7"I11'-0" 24'-4"13'-2"19'-0"7'-8"B12'-0"15'-0"6'-10"C17'-4"13'-6"7'-8" 6'-9" 17'-0"24'-1014"21'-3"DAA30'-712"25'-2"6'-3"JO11'-0"22'-8" LOT 320 LOT 317LCLC LCLCLCLCLCSLOPELCLCLCLCLCB5'-0"CDAFIRST FLOORCELL X-DIM (f) Y-DIM (f) AREA (sf)A12.7517.75 226.31B6.968.6760.34C14.0431.33 439.87D37.3322.67 846.27E31.1711.00 342.87F-- 129.76G21.008.67 182.07H21.50022.67 487.41I6.1713.5083.30J-- 116.56K--97.79TOTAL3,012.55O--1,117.72P--25.53TOTAL1,143.25GARAGE & MECHANICALFIRST FLOOR (A.D.U.)CELL X-DIM (f) Y-DIM (f) AREA (sf)L13.177.3396.54M--439.90N12.754.9262.73TOTAL 599.17SECOND FLOORCELL X-DIM (f) Y-DIM (f) AREA (sf)A13.1721.75 286.45B12.0015.00 180.00C6.836.7546.10D26.5017.00 450.50E21.2524.33 517.01F-- 245.79G10.0813.50 136.08H19.007.67 145.73I6.3817.58 112.16J13.6822.67 310.13K7.5011.0082.50L30.6224.17 740.09M19.007.67 145.73N24.8522.67 563.35O25.176.25 157.31P-- 100.63TOTAL4,219.56COVERED AREA < 50% OPENCELL X-DIM (f) Y-DIM (f) AREA (sf)Q--323.55R-- 213.85TOTAL537.40CELL X-DIM (f) Y-DIM (f) AREA (sf)AA17.3311.00190.63SECOND FLOOR190.63TOTAL190.63VOLUME SPACEOPEN VOLUME AREACELL X-DIM (f) Y-DIM (f) AREA (sf)A--997.18B--60.22C--72.89D--115.13FIRST FLOOR1,245.42SECOND FLOOR1,245.42TOTAL2,490.84ELEV 37.00' T.O. STANDING SEAM RIDGEELEV 37.00' T.O. STANDING SEAM RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGECRICKETELEV 37.00' T.O. STANDING SEAM RIDGE SKYLIGHT2SLOPE 1/2":1'-0"1/2":1'-0" SLOPE1/4":1'-0" SLOPESKYLIGHT1PITCH 3:12 PITCH 5:12 PITCH 5:12 PITCH 3:12 PITCH 3:12 PITCH 2:12 PITCH 5:12 PITCH 3:12 PITCH3:12PITCH3:12PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH8:12PITCH8:12OPEN BELOWELEV 27.50' RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1212345123NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)1FLAT ROOF TOCLEAR SKYLIGHTCORNERGUTTER ANDDOWNSPOUTDOWNSPOUT ONLYAND GUTTER421/4":1'-0" SLOPECRICKETPITCH 5:12 PITCH8:12PITCH8:12PITCH10:12PITCH 5:12 SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH 3:12SKYLIGHT32PITCH BREAK @ RIDGECOPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4ELEV 37.00'SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT813'-2"5'-3"161127123849510A.D.U. AREALEGENDCONDITIONEDUNCONDITIONED SPACECOVERED AREA < 50% OPENOPEN VOLUME AREAROOF LEGENDSLOPING ROOF > 3:1 SLOPESLOPING ROOF < 3:1 SLOPE3,361.59 S.F. 1,007.53 S.F.ABFLAT ROOF PERCENTAGEB / A + B = 1,007.53 / 3,369.51 + 1,007.53 = 23.01%ALLOWABLE MAX FLAT ROOF < 3:1 SLOPE = 23.01%SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,FIRST FLOOR PLAN1/8" = 1'-0"1SECOND FLOOR PLAN1/8" = 1'-0"2FIRST FLOOR OPEN VOLUME AREA1/8" = 1'-0"3A-2.01AREA CALCULATIONSAS SHOWNCONDITIONED SPACE1ST FLOOR3,012.55 S.F.2ND FLOOR4,219.56 S.F.GRAND TOTAL9,727.58 S.F.MAIN RESIDENCE SQ. FT. TABULATIONTOTAL CONDITIONED SPACE 7,831.26 S.F.GARAGE / MECHANICAL1,143.25 S.F.COVERED AREA < 50% OPEN 537.40 S.F.TOTAL AREA768.40 S.F.A.D.U. 1ST FLOOR599.15 S.F.MAXIMUM ALLOWED AREA 10,894.28 S.F.VOLUME SPACE231.00 S.F.SUB-TOTAL CONSTRUCTION AREA 8,974.48 S.F.ROOF PLAN DIAGRAM1/8" = 1'-0"4NOTE: PORTIONS OF A ROOF MAY BE FLAT FOR USE OF LIVING PORCH AREA ORFOR COMPELLING ARCHITECTURAL REASONS, PROVIDED THAT THE TOTALOF ALL SUCH FLAT AREAS DOES NOT EXCEED TWENTY-FIVE PERCENT (25%)OF THE PLAN VIEW AREA OF THE ROOF, EXCLUDING THE AREAS OFPROJECTING EAVES, AND PROVIDING THAT THE SURFACE COVERINGMATERIALS OF SUCH AREAS ARE APPROVED BY THE ASSOCIATION.PA2022-0204 LOT 320 LOT 31742" HIGH HEDGE321GOLF CART 4'-0" SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-GREAT ROOM-DINING-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0" REQUIRED SET B A C K 4'-0" REQD.SETBACKEQ.EQ. BENCHADU CLOSET-LCLCLCLCLCLCLC1'-0" PROJECTION FROM SETBACK LINECENTER F.P. IN WALL 2'-4"2'-0"12" 12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLC360 INFINITY SPAWATER LEVEL 115.50'PLATFORM WOOD DECKWATER LEVEL 114.00'WOOD DECKSTEPSINTO POOLP L A N T E RP L A N T E RP L A N T E RSIDE MOUNTFLUE6" RB B QEQ.3'-8"EQ.FGFGEEDDCCBBAA11234523454'-0" LONGBBQ.5'-9 1/2"10'-6"10'-6"18'-8"18'-8"17'-0"2'-0"85'-1 1/2"3'-6 1/2"5'-10"5'-9 1/2"21'-0"3'-3"8'-8"1'-6"9'-0"1'-6"9'-0"2'-8"3'-3"6'-2" 8'-5 3/4"65'-10" 3'-9 1/2" 6'-5" 1'-6 1/4" 7'-11 1/4" 20'-4"4'-6 1/2"2'-11"21'-0"37'-4"21'-0"2'-0"0'-6"12'-1 3/4"2'-0"3'-9 1/2"13'-6 1/4"2'-6"8'-0"8'-0"2'-6"22'-5 1/2"4'-9"4'-2 1/2"8'-8"22'-8"11'-0"17'-4"6'-2"10"65'-10"9'-3 3/4"8'-10 1/2"3'-7 3/4"4'-11"5'-7"6"4'-7"4'-1 1/2"4'-7"1'-8"2'-6"1'-8" 13'-11 1/4" 3'-11"4'-6 3/4" 10" 1'-2" 5'-0" 0'-10" 5'-2"5'-7"5'-9"3'-10"6'-8"6"4'-5 1/4"6'-6 3/4"4'-2"1'-4"2'-5"2'-5"1'-4"6'-2 1/2" 4" 2'-5 1/2" 8'-8"3'-9"18'-11"11'-0"11'-4"6'-0"LCLCLC2'-0 3/4"3'-0 1/2"85'-1 1/2"12'-1 3/4"37'-4"21'-0"8"7"12'-1"1'-1"9"10"1'-6"18'-6 1/2"1'-6"3'-7 1/2"6"3'-11 1/2"1'-10"12"4'-5 1/2"8'-4"3'-2 1/2"3'-6"15'-0"15'-0"2'-10"1'-4"5'-6"9'-0"3'-6"2'-0"12"2'-9"2'-9" 2'-0 1/2" 2'-9 1/2"2'-9 1/2"2'-7 3/4"3'-3"1'-7 3/4"6"3'-2 3/4"2'-9 1/4"8'-6"4'-0"10"5'-4"7'-2 1/2"7'-9 1/2"7'-9 1/2"7'-2 1/2"12"2'-2"12"12"4'-2"6'-11 1/2"0'-11"5'-6 1/2"1'-7 1/2"5'-5 1/2"2'-9"3'-0 1/2"11"3'-5 1/2"3'-5 1/2"11"2'-8"12'-10 1/2"5'-7"4'-4"4'-0"2'-6"6'-10"13'-8"7'-8"6'-2"4'-0"6'-2"3'-6"2'-1 1/4"2'-9"0'-5 3/4"2'-10"2'-3 1/2"2'-3 1/2" 5'-0"4'-3"3'-0"3'-6"2'-0"2'-0"3'-6"2'-5"1'-8"3'-6"3'-0"2'-10" 0'-8" 5'-1"4'-3"12"2'-6" 2'-6"6'-4"2'-0"3'-0 1/2"8'-2 1/2"1'-10"4'-4"4'-4"24'-4"3'-0"6'-0"6'-2"4'-0"6'-8 1/2"0'-11 1/2"3'-4 1/2"3'-4 1/2"0'-11 1/2"8" 5'-6"14'-10"2'-6"5'-3"5'-9"5'-4"2'-2 1/2"2'-9 1/2"2'-9 1/2"2'-2 1/2"2'-8"4'-2"2'-8"12" 4" 7'-0" 4" 12"12"LC22 7.5 ROLLER SHADE 57 7.13 57 7.13 /ASEE SHEET 1 8.1MASONLITE MFP63/ASEE SHEET 1 8.1MASONLITE MFP39/A47/49/50 7.11/A47/49/50 7.11/A53 7.12 57 7.1338 7.9 /ASEE SHEET 1 8.1MASONLITE MFP394"0'-4"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.13'-0" WIDEWINDOWS3'-0"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-2.1FIRST FLOOR DIMENSION PLANAS SHOWNFIRST FLOOR DIMENSION PLAN1/4" = 1'-0"1PA2022-0204 LOT 32042" HIGH HEDGE321GOLF CART 4'-0" SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-GREAT ROOM-DINING-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0" REQUIRED SET B A C K 4'-0" REQD.SETBACKEQ.EQ. BENCHADU CLOSET-LCLCLCLCLCLCLC1'-0" PROJECTION FROM SETBACK LINECENTER F.P. IN WALL 2'-4"2'-0"12" 12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLC360 INFINITY SPAWATER LEVEL 115.50'PLATFORM WOOD DECKWATER LEVEL 114.00'WOOD DECKSTEPSINTO POOLP L A N T E RP L A N T E RP L A N T E RSIDE MOUNTFLUE6" RB B QEQ.3'-8"EQ.FGFGEEDDCCBBAA11234523454'-0" LONGBBQ.E1101E12E2E3E4E5E6E7E8E9E10E11E13E14E15E16102105103104106109107110ABBFGHIJE22 7.5 ROLLER SHADE 57 7.13 57 7.13 /ASEE SHEET 1 8.1MASONLITE MFP63/ASEE SHEET 1 8.1MASONLITE MFP39/A47/49/50 7.11/A47/49/50 7.11/A53 7.12 57 7.1338 7.9 /ASEE SHEET 1 8.1MASONLITE MFP39AAABACADAE1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1AFAGSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-2.2FIRST FLOOR KEY PLANAS SHOWNFIRST FLOOR KEY PLAN1/4" = 1'-0"11. PROVIDE ALL NECESSARY FUEL GAS SUPPLY LINES WITH SHUTOFF VALVES TO ALL GASFIRED OPERATED APPLIANCES. SEE APPLIANCE SCHEDULE AND PLUMBING PLANS."FIREPLACE MODEL #DV48N/P BY SPARK MODERN FIRES". DIRECT VENT GAS ONLY2. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINES AND CONNECTIONS TO ALLAPPLIANCES AS REQUIRED. SEE APPLIANCE SCHEDULE AND ELECTRICAL POWER PLANS.3. UNDER COUNTER REFRIGERATOR. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINESAND CONNECTIONS AS REQUIRED.4. REFRIGERATOR/FREEZER. PROVIDE PURIFIED COLD WATER SUPPLY LINE TO ICE MAKERWITH RECESSED SHUT OFF VALVE. SEE APPLIANCE SCHEDULE.5. RANGE. TO BE PROVIDED WITH FUEL GAS AND/OR ELECTRICAL SUPPLY AS REQUIRED.SEE APPLIANCE SCHEDULE.6. KITCHEN RANGE HOOD (MIN.100 cfm REQ'D) WITH VENTS CONNECTED TO ROOFMOUNTED EXHAUST FANS. VERIFY VENTING REQUIREMENTS WITH MANUFACTURER'SSPECIFICATIONS.7. CONVECTION/MICROWAVE OVEN. SEE APPLIANCE SCHEDULE. VENTING AS REQUIRED BYMANUFACTURER'S SPECIFICATIONS.8. KITCHEN SINK WITH 1 H.P. MIN. GARBAGE DISPOSAL. SEE PLUMBING FIXTURE SCHEDULE.9. PLUMBING FIXTURE AND HARDWARE. SEE SCHEDULE. LOW FLOW TOILETS (1.6 GP FLUSH)SHOWER HEAD (2.5 G.P.M.) FAUCETS (2.2 G.P.M.) PER WATER CONSERVATION CODEREQUIREMENTS. AN APPROVED BACKFLOW PREVENTER IS REQUIRED FOR DRAINAGEPIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAMMANHOLE COVER, FIXTURES ABOVE SUCH ELEVATIONS SHALL NOT DISCHARGETHROUGH THE BACKWATER VALVE - UPC710.110. DISHWASHER. SEE APPLIANCE SCHEDULE.11. UPPER CABINETS. SEE INTERIOR ELEVATIONS.12. BUILT-IN CABINETRY. SEE INTERIOR ELEVATIONS.13. EXHAUST FAN w/MINIMUM CAPACITY OF 50 CFM FOR ALL ROOMS CONTAINING BATHTUBSAND/OR SHOWERS. VENT EXHAUST FANS TO OUTSIDE AIR WITH BACKDRAFT DAMPER.SEE ELEC. PLANS FOR DESIRED LOCATIONS. DUCTLESS FANS ARE UNACCEPTABLE.14. PROVIDE MR. STEAM UNIT AT SHOWER STALLS WHERE NOTED. SEE APPLIANCESCHEDULE. STEAM ENCLOSURE SHALL BE POLISHED ALUMINUM FRAME WITH HOPPERWINDOW ABOVE DOOR. SHATTERPROOF CLEAR GLASS ENCLOSURE TO BEMANUFACTURED BY METEC SHOWER DOOR CO. FINISH CEILING AS WALLS AND SLOPE1/4" PER FOOT.15. PROVIDE SHOWER ENCLOSURES AT ALL SHOWER STALLS NOT SPECIFIED ELSEWHERE.ENCLOSURES SHALL BE A MINIMUM HEIGHT OF 6'-6" MEASURED FROM FINISH FLOORU.N.O. APPROVED SHATTERPROOF CLEAR GLASS ENCLOSURE TO BE MANUFACTUREDBY METEC SHOWER DOOR CO.16. DEPRESSED 4" FLOOR. PROVIDE TILE FINISH PER INTERIOR ELEVATIONS AT SHOWERSTALL FLOOR AND WALLS TO CEILING HEIGHT. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS. PROVIDE 70" HIGH NON ABSORBENT WALL ADJACENT TOSHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE -91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8. BATH & LAUNDRY ROOMS TO DRAIN AS SHOWNON PLANS. SEE CIVIL AND ARCHITECTURAL FOR DRAINAGE INFO.17. CAST-IRON TUB. 12" X 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION.PROVIDE SOLID TRAP AT TUBS WITHOUT ACCESS PANELS. FINISH AT WALLS TO CEILINGHEIGHTS PER INTERIOR ELEVATIONS. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS.18. RECESSED MIRRORED MEDICINE CABINET.19. PROVIDE STATE FIRE MARSHAL APPROVED SMOKE ALARMS (DETECTORS). ALARMSSHALL BE HARD WIRED TO SEPARATE CIRCUIT WITH BATTERY BACK UP AS REQUIRED BYELECTRICAL CODE. DETECTORS SHALL BE INTERCONNECTED AND SOUND AN ALARMAUDIBLE IN ALL SLEEPING ROOMS. PART OF SECURITY SYSTEM CONTRACT.20. PROVIDE RECESSED HOT AND COLD WATER AND DRAIN STANDPIPE AT WASHER.PROVIDE J.R. SMITH FLOOR DRAIN UNDER WASHER.21. VENT DRYER TO OUTSIDE AIR. 4 INCH DIAMETER, SMOOTH GALVANIZED, METALEXHAUST DUCT. DUCT LENGTH IS LIMITED TO 14'-0" WITH A MAXIMUM OF (2) ELBOWS.PROVIDE WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL.22. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.23. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.24. PROVIDE CONDENSATE LINE DRAIN TO NEAREST SINK. PROVIDE NIGHT SETBACKTHERMOSTAT. SEE T-24 FOR SUMMARY OF SIZE AND MODEL. DAIKIN HVAC WITH SLIMLINE VARIABLE SPEED CONDENSERS & FAN COIL UNITS.25. PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34 INCHESNOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. HANDRAILS SHALLBE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEAST ONE HANDRAIL SHALLEXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THETOP RISER NOR LESS THAN 12 INCHES BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. [C.B.C. 1013]26. GUARDRAIL TO 42" A.F.F. VOID SPACES SHALL MEASURE LESS THAN 4 INCHES IN ANYDIRECTION (3/4" BETWEEN GLASS PANELS). GUARDRAIL MUST HANDLE LATERAL FORCEPER C.B.C. SEE STRUCTURAL DETAILS FOR MORE INFO.27. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.28. WALL CONSTRUCTION:2" X 6" STUDS AT 16" O.C. AT THICKENED WALL CONDITION (1) 2" X 6" STUD AT BEARINGAND (1) 2" X 4" STUD, 16" O.C. SPACING.29. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ONWALLS AND CEILING. C.B.C. 1009.5.3.30. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.31. FURR DOWN CEILING FOR MECHANICAL.32. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.33. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.34. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITHARCHITECT AND OWNER.35. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.036. HEATILATOR BIRMINGHAM BIR50 WOOD FIREPLACE.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS. ANSI Z21.50, PFS09-99.37. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOROWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.38. BUILT IN IRONING BOARD, PROVIDE POWER.39. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.40. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.41. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINALCLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.42. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED ATTOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.43. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'SSPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURALENGINEER OF ANY DISCREPANCIES.44. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURALCONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.45. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDEBLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.46. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCESSHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACHSEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).47.KITCHEN VENTILATIONEXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152 (a)48. ALL EXTERIOR WALL REQUIRES R19 INSULATION-TYP.GARAGE STORAGEINTERIOR GARAGE ENCROACHMENTS: - ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THE GARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18". - CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OF THE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGE FLOOR.HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55'%$:,7+7,0(5'%$:,7+7,0(5$1'1(,*+%256&216(173(56(&7,212)THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING.LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. SEPARATE PERMIT ISREQUIRED FOR HVAC.FLOOR PLAN NOTESFLOOR PLAN LEGEND1009SKPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.SMOKE DETECTOR. SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.99.00F.F.E.UP2 (R) @ 7.50"1 (T) @ 11"/A5 7.1CCARBON MONOXIDE ALARM . SEE POWER& LIGHTING PLANS FIXTURE SCHEDULEFOR DETAILS.9DOWNSPOUTPA2022-0204 LOT 320 42" HIGH HEDGEFGFGEEDDCCBBAA1123452345IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-VANITY SHOWERSKYLIGHT ABOVESECOND FLOOR BEAMS TOALIGN WITH FIRST FLOOR BEAMSBATH-BATH-BATH-TUBCLO.-CLO.-TUBCLCLCLLCLCOPENLCSPA BATH-ELEV.LCBENCH BENCH PRIMARY BATH-BENCHSLOPESLOPEBENCH BENCH SLOPESLOPEBAR2135'-9 1/2"1'-0"3'-4 1/4"3'-4 1/4"19'-0"85'-7 1/2"5'-9 1/2"21'-0"4'-4"12'-0"6'-2" 66'-8"21'-0"37'-4"21'-0"8'-8"22'-8"11'-0"17'-4"6'-2"66'-8"10" 10" 0'-6" 3'-8"4'-10"4'-0"6'-6"8'-3"6"5'-3"5'-3"1'-4"7'-8" 1'-0" 8'-8"22'-8"11'-0"17'-4"2'-0 3/4"3'-0 1/2"85'-7 1/2"37'-4"21'-0"8"7"5'-0"9'-3 1/4"6'-3 1/2"1'-0"1'-0"30'-7 1/2"1'-7 3/4"13'-2"13'-2"2'-7 3/4"1'-0"19'-0"22'-10"3'-0"1'-6"5'-0"3'-0"3'-4"2'-6"2'-6"12'-6"1'-6"5'-6"5'-0"6"9'-2"4'-7"6"4'-1"4'-0"5'-0"4'-6"2'-6"2'-6"5'-7 1/2"5'-7 1/2"5'-0"12'-0"9'-3 1/4"1'-6"10'-6"4'-4"1'-6"10'-6"18'-6 1/2"3'-0"3'-0"6"2'-0"2'-3"5'-10"2'-6"2'-6"6"1'-4"1'-4"12"7'-8"12"4'-1"1'-11"1'-11"4'-1"9'-8"2'-6"8'-6"1'-6"15'-0"7'-4" 4'-6"2'-6"4'-0"4'-0"4'-6" 6'-3"1'-3"3'-7" 2'-6"1'-9"3'-7"2'-10"4'-10 1/2"1'-9 1/2"2'-0" 7'-5"7'-5" 3'-6" 0'-6" 6'-6"6'-10"4'-0"2'-6"4'-0"5'-6"5'-6"4'-10"4'-4"1'-6"3'-0"4'-5 1/2"1'-3"15'-7"1'-3"3'-5 1/2"2'-6"3'-8"5'-7 1/2"6'-6 1/4"9'-4 1/4"9'-8 1/4"6'-2 1/4"6" 4'-6 1/2"2'-8 1/2"2'-8 1/2"4'-6 1/2" 6" 1'-4"7'-2"1'-6" 9"2'-6"9" 4'-6"1'-9"3'-9"12"1'-9"1'-9"2'-6"2'-3"2'-3"4'-1 1/2" 1'-10 1/2" 12"4'-4"12" 6"6"6"6'-5 1/2"3'-6"3'-6"3'-2 3/4"10"0'-11 1/2"6'-2"2'-0" 1'-9 1/2" 5'-7 1/2"2'-1"3'-7"1'-9"2'-6"3'-7"1'-3"11'-0"2'-6"3'-7"2'-5"2'-5"3'-7"2'-10" 3'-6"3'-6" 4 7.1 ROLLER SHADE 4 7.1 ROLLER SHADE 28 7.7 23 7.5 23 7.5 3 DRAINS UNDER PEDESTAL DECK /A54 7.12/A35 7.9ALL SHOWERS/A37 7.9 37 7.9 37 7.9 2'-0"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.14'-9"2'-2"A-2.3SECOND FLOOR DIMENSION PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SECOND FLOOR DIMENSION PLAN1/4" = 1'-0"1PA2022-0204 LOT 32042" HIGH HEDGEFGFGEEDDCCBBAA1123452345IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-VANITY SHOWERSKYLIGHT ABOVESECOND FLOOR BEAMS TOALIGN WITH FIRST FLOOR BEAMSBATH-BATH-BATH-TUBCLO.-CLO.-TUBCLCLCLLCLCOPENLCSPA BATH-ELEV.LCBENCH BENCH PRIMARY BATH-BENCHSLOPESLOPEBENCH BENCH SLOPESLOPEBAR213E17201E18E19E20E21E22E23202203204205206207208209210211212213214215216217218219220221223222224225226BMMNOPPRQSQSTTUUUKLVVWXQQQQ4 7.1ROLLER SHADE 4 7.1 ROLLER SHADE 28 7.7 23 7.5 23 7.5 3 DRAINS UNDER PEDESTAL DECK /A54 7.12/A35 7.9ALL SHOWERS/A37 7.9 37 7.937 7.9 1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1A-2.4SECOND FLOOR KEY PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SECOND FLOOR KEY PLAN1/4" = 1'-0"1FLOOR PLAN LEGEND1009SKPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.SMOKE DETECTOR. SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.99.00F.F.E.UP2 (R) @ 7.50"1 (T) @ 11"/A5 7.1CCARBON MONOXIDE ALARM . SEE POWER& LIGHTING PLANS FIXTURE SCHEDULEFOR DETAILS.9DOWNSPOUT1. PROVIDE ALL NECESSARY FUEL GAS SUPPLY LINES WITH SHUTOFF VALVES TO ALL GASFIRED OPERATED APPLIANCES. SEE APPLIANCE SCHEDULE AND PLUMBING PLANS."FIREPLACE MODEL #DV48N/P BY SPARK MODERN FIRES". DIRECT VENT GAS ONLY2. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINES AND CONNECTIONS TO ALLAPPLIANCES AS REQUIRED. SEE APPLIANCE SCHEDULE AND ELECTRICAL POWER PLANS.3. UNDER COUNTER REFRIGERATOR. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINESAND CONNECTIONS AS REQUIRED.4. REFRIGERATOR/FREEZER. PROVIDE PURIFIED COLD WATER SUPPLY LINE TO ICE MAKERWITH RECESSED SHUT OFF VALVE. SEE APPLIANCE SCHEDULE.5. RANGE. TO BE PROVIDED WITH FUEL GAS AND/OR ELECTRICAL SUPPLY AS REQUIRED.SEE APPLIANCE SCHEDULE.6. KITCHEN RANGE HOOD (MIN.100 cfm REQ'D) WITH VENTS CONNECTED TO ROOFMOUNTED EXHAUST FANS. VERIFY VENTING REQUIREMENTS WITH MANUFACTURER'SSPECIFICATIONS.7. CONVECTION/MICROWAVE OVEN. SEE APPLIANCE SCHEDULE. VENTING AS REQUIRED BYMANUFACTURER'S SPECIFICATIONS.8. KITCHEN SINK WITH 1 H.P. MIN. GARBAGE DISPOSAL. SEE PLUMBING FIXTURE SCHEDULE.9. PLUMBING FIXTURE AND HARDWARE. SEE SCHEDULE. LOW FLOW TOILETS (1.6 GP FLUSH)SHOWER HEAD (2.5 G.P.M.) FAUCETS (2.2 G.P.M.) PER WATER CONSERVATION CODEREQUIREMENTS. AN APPROVED BACKFLOW PREVENTER IS REQUIRED FOR DRAINAGEPIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAMMANHOLE COVER, FIXTURES ABOVE SUCH ELEVATIONS SHALL NOT DISCHARGETHROUGH THE BACKWATER VALVE - UPC710.110. DISHWASHER. SEE APPLIANCE SCHEDULE.11. UPPER CABINETS. SEE INTERIOR ELEVATIONS.12. BUILT-IN CABINETRY. SEE INTERIOR ELEVATIONS.13. EXHAUST FAN w/MINIMUM CAPACITY OF 50 CFM FOR ALL ROOMS CONTAINING BATHTUBSAND/OR SHOWERS. VENT EXHAUST FANS TO OUTSIDE AIR WITH BACKDRAFT DAMPER.SEE ELEC. PLANS FOR DESIRED LOCATIONS. DUCTLESS FANS ARE UNACCEPTABLE.14. PROVIDE MR. STEAM UNIT AT SHOWER STALLS WHERE NOTED. SEE APPLIANCESCHEDULE. STEAM ENCLOSURE SHALL BE POLISHED ALUMINUM FRAME WITH HOPPERWINDOW ABOVE DOOR. SHATTERPROOF CLEAR GLASS ENCLOSURE TO BEMANUFACTURED BY METEC SHOWER DOOR CO. FINISH CEILING AS WALLS AND SLOPE1/4" PER FOOT.15. PROVIDE SHOWER ENCLOSURES AT ALL SHOWER STALLS NOT SPECIFIED ELSEWHERE.ENCLOSURES SHALL BE A MINIMUM HEIGHT OF 6'-6" MEASURED FROM FINISH FLOORU.N.O. APPROVED SHATTERPROOF CLEAR GLASS ENCLOSURE TO BE MANUFACTUREDBY METEC SHOWER DOOR CO.16. DEPRESSED 4" FLOOR. PROVIDE TILE FINISH PER INTERIOR ELEVATIONS AT SHOWERSTALL FLOOR AND WALLS TO CEILING HEIGHT. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS. PROVIDE 70" HIGH NON ABSORBENT WALL ADJACENT TOSHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE -91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8. BATH & LAUNDRY ROOMS TO DRAIN AS SHOWNON PLANS. SEE CIVIL AND ARCHITECTURAL FOR DRAINAGE INFO.17. CAST-IRON TUB. 12" X 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION.PROVIDE SOLID TRAP AT TUBS WITHOUT ACCESS PANELS. FINISH AT WALLS TO CEILINGHEIGHTS PER INTERIOR ELEVATIONS. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS.18. RECESSED MIRRORED MEDICINE CABINET.19. PROVIDE STATE FIRE MARSHAL APPROVED SMOKE ALARMS (DETECTORS). ALARMSSHALL BE HARD WIRED TO SEPARATE CIRCUIT WITH BATTERY BACK UP AS REQUIRED BYELECTRICAL CODE. DETECTORS SHALL BE INTERCONNECTED AND SOUND AN ALARMAUDIBLE IN ALL SLEEPING ROOMS. PART OF SECURITY SYSTEM CONTRACT.20. PROVIDE RECESSED HOT AND COLD WATER AND DRAIN STANDPIPE AT WASHER.PROVIDE J.R. SMITH FLOOR DRAIN UNDER WASHER.21. VENT DRYER TO OUTSIDE AIR. 4 INCH DIAMETER, SMOOTH GALVANIZED, METALEXHAUST DUCT. DUCT LENGTH IS LIMITED TO 14'-0" WITH A MAXIMUM OF (2) ELBOWS.PROVIDE WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL.22. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.23. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.24. PROVIDE CONDENSATE LINE DRAIN TO NEAREST SINK. PROVIDE NIGHT SETBACKTHERMOSTAT. SEE T-24 FOR SUMMARY OF SIZE AND MODEL. DAIKIN HVAC WITH SLIMLINE VARIABLE SPEED CONDENSERS & FAN COIL UNITS.25. PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34 INCHESNOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. HANDRAILS SHALLBE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEAST ONE HANDRAIL SHALLEXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THETOP RISER NOR LESS THAN 12 INCHES BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. [C.B.C. 1013]26. GUARDRAIL TO 42" A.F.F. VOID SPACES SHALL MEASURE LESS THAN 4 INCHES IN ANYDIRECTION (3/4" BETWEEN GLASS PANELS). GUARDRAIL MUST HANDLE LATERAL FORCEPER C.B.C. SEE STRUCTURAL DETAILS FOR MORE INFO.27. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.28. WALL CONSTRUCTION:2" X 6" STUDS AT 16" O.C. AT THICKENED WALL CONDITION (1) 2" X 6" STUD AT BEARINGAND (1) 2" X 4" STUD, 16" O.C. SPACING.29. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ONWALLS AND CEILING. C.B.C. 1009.5.3.30. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.31. FURR DOWN CEILING FOR MECHANICAL.32. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.33. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.34. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITHARCHITECT AND OWNER.35. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.036. HEATILATOR BIRMINGHAM BIR50 WOOD FIREPLACE.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS. ANSI Z21.50, PFS09-99.37. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOROWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.38. BUILT IN IRONING BOARD, PROVIDE POWER.39. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.40. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.41. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINALCLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.42. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED ATTOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.43. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'SSPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURALENGINEER OF ANY DISCREPANCIES.44. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURALCONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.45. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDEBLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.46. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCESSHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACHSEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).47.KITCHEN VENTILATIONEXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152 (a)48. ALL EXTERIOR WALL REQUIRES R19 INSULATION-TYP.GARAGE STORAGEINTERIOR GARAGE ENCROACHMENTS: - ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THE GARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18". - CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OF THE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGE FLOOR.HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55'%$:,7+7,0(5'%$:,7+7,0(5$1'1(,*+%256&216(173(56(&7,212)THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING.LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. SEPARATE PERMIT ISREQUIRED FOR HVAC.FLOOR PLAN NOTESPA2022-0204 LOT 32042" HIGH HEDGEELEV 37.00' T.O. STANDING SEAM RIDGEELEV 37.00' T.O. STANDING SEAM RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGECRICKETELEV 37.00' T.O. STANDING SEAM RIDGE SKYLIGHT2SLOPE 1/2":1'-0"1/2":1'-0" SLOPE1/4":1'-0" SLOPESKYLIGHT1PITCH 3:12 PITCH5:12 PITCH 5:12 PITCH 3:12 PITCH 3:12 PITCH 2:12 PITCH 5:12 PITCH 3:12 PITCH3:12PITCH3:12PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH8:12PITCH8:12OPEN BELOWELEV 27.50' RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1212345123NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)1FLAT ROOF TOCLEAR SKYLIGHTCORNERGUTTER ANDDOWNSPOUTDOWNSPOUT ONLYAND GUTTER421/4":1'-0" SLOPECRICKETPITCH 5:12 PITCH8:12PITCH8:12PITCH10:12PITCH 5:12 SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH 3:12SKYLIGHT32PITCH BREAK @ RIDGECOPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4ELEV 37.00'SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8FGFGEEDDCCBBAA1123452345YYYY/A11 7.2 4 7.1 23 7.5 5 7.1 4 7.1 22 7.5 /A27 7.7/A27 7.7/A27 7.7 27 7.7 6 7.2 6 7.2/A66 & 68 7.15 66 & 68 7.15 /A66 & 68 7.15/A14 7.3/A13 7.3/A13 7.3 24 7.6 24 7.6 67 7.15 6 7.2 6 7.2/A6 7.2/A14 7.3/A66 & 68 7.1577. 277.2 16 7.4 67 7.15 67 7.15 9 7.2 9 7.2 12 7.3 12 7.3 16 7.4 /A27 7.7 0'-6" 0'-6"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.112 7.3 1/2" = 1'-0" SLOPE5" GUTTERDOWNSPOUTA-2.5ROOF PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,ROOF PLAN1/4" = 1'-0"1111LEGEND:COLLECTOR BOX WITH EXPOSEDDOWNSPOUTCOLLECTOR BOX WITH IN WALLDOWNSPOUTCOLLECTOR BOX, NO DOWNSPOUTDOWNSPOUT ONLY AT GUTTER1GUTTER AND DOWNSPOUT DETAIL 23" = 1'-0"7. EXPOSED DOWNSPOUTS AT ALL LOCATIONS U.N.O.1. FOR FURNACES LOCATED IN ATTIC SPACES THEY MUST BEPOSITIONED SO THAT THE REQUIRED FLUE LENGTH FROM THEFURNACE TO THE CAP IS PROVIDED WITHIN THE ATTIC, ALLOWING THECAP TO BE THE MINIMUM HEIGHT ABOVE THE FINISHED ROOFINGALLOWED BY CODE.2. WHERE POSSIBLE GROUP PLUMBING VENTS AND CONCEAL INDORMER VENTS SEE VENT NOTES ON SITE PLANS1. 11 GAUGE CORROSION RESISTIVE EMBEDDED 3/4" INTO SHEATHINGPER TABLE NO.15-D-12. THE HEAD OF ALL TILES SHALL BE NAILED3. THE NOSES OF ALL EAVE COURSE TILES SHALL BE FASTENED WITHAPPROVED CLIPS.4. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS.5. THE NOSES OF ALL RIDGE, HIP AND RAKE TILES SHALL BE SET IN ABEAD OF APPROVED ROOFER'S MASTIC.MECHANICAL / PLUMBING VENT NOTES1. NOTE THAT CHIMNEYS ARE TO BE 2'-0" ABOVE ANY ROOF WITH IN10'-0" OF STRUCTURE PER [U.B.C. 3102.3.6]CHIMNEY NOTESMINIMUM NAILING STANDARDSATTIC VENTILATION1. CONTRACTOR TO PROVIDE PROPER ATTIC VENTILATION INACCORDANCE WITH BUILDING.2. CONTRACTOR TO DETERMINE THE NUMBER AND SIZE OFREQUIRED ATTIC VENTS.3. ALL REQUIRED ATTIC VENTS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURER INSTRUCTIONS PROVIDED IN EACH CARTONOF VENTS.4. ATTIC VENT LOCATIONS TO BE REVIEWED AND APPROVED WITHARCHITECT/OWNER PRIOR TO INSTALLATION.5. POWER TOOLS USED TO CUT THE REQUIRED 19" X 7" (133 SI)OPENING IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TOTHE APPROPRIATE SHEATHING THICKNESS TO VALID CUTTING INTOANY STRUCTURAL (RAFTERS) MEMBERS OF THE ROOF ASSEMBLY.6. ALL GALVANIZED SURFACE AREAS OF VENTS (NOT APPLICABLEFOR COPPER) TO BE PAINTED SHALL BE PRIMED WITH AGALVANIZED PRIMER OR LIBERALLY WIPED WITH ASCETIC ACID,ALLOWED TO DRY AND UNIFORMLY PAINTED WITH A QUALITYMATTE FINISH METAL PAINT ONE SHADE DARKER THAN THE ROOFTILE COLOR OR AS SELECTED BY OWNERS. SAME PAINT SHALL BEUSED IN PAINTING OF ALL EXPOSED ROOF FLASHING ANDPLUMBING VENTS.7. MINIMUM 22" X 30" OPENINGS SHALL BE PROVIDED AT ALL ROOFFILL/FRAME ASSEMBLIES FOR REQUIRED ACCESS AND AIR. WHEREFILL/FRAME CONDITIONS DO NOT PERMIT REQUIRED OPENINGS, A12" X 12" OPENING SHALL BE PROVIDED AT THE UPPER PORTION OFTHE FILL/FRAME AREA.8.THE SI/NFVA OF EAVE, CORNICE AND GABLE END VENTS PROVIDEDSHALL VERIFIED TO BE EQUAL TO OR EXCEED THE SI/NFVAREQUIRED STATED IN THE CALCULATIONS.**FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECTPRIOR TO INSTALLATION.**3. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS AREEXPOSED AND LOCATION IS SHOWN ON ROOF PLAN.4. DOWNSPOUTS AT FLAT ROOFS SHALL BE A MINIMUM OF 4"DIAMETER WITH OVERFLOW DRAINS. OVERFLOW DRAINS CAN BEOMITTED IF A 6" W x 1 1/2" H SCUPPER IS SHOWN ADJACENT TO DRAIN.5. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER ANDROOF DRAIN.6. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FORWATER LEAKAGE PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDEA 10 YEAR WARRANTY AGAINST LEAKAGE.GAF TRUSLATECOLOR: GREYSTONE.PATTERN: STANDARD.EXPOSURE: HORIZONTAL.**MOCK-UP TO BE APPROVED BY ARCHITECT AND OWNER.**GUTTERS AND ROOF DRAINS1. GUTTERS SHALL BE CONSTRUCTED OF 16 oz COPPER WITH 5/8"EXPANSION JOINTS EVERY 30 FEET MAXIMUM.2. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATERLEADERS.3. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATION SHALLBE PROVIDED WITH W.R. GRACE 4000 BITUTHENE WRAPPING AND 20 OZ.COPPER FLASHING AND COUNTER FLASHING. ALL JOINTS AT COPPERSHALL BE SOLDERED.ROOFING MATERIAL1. ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION2. ALL NEW BUILDINGS WITHIN THE EXTREME FIRE HAZARD AREA ORWITHIN 1,000 FEET OF SUCH AREAS SHALL HAVE A "CLASS A" ROOFASSEMBLY. ALL OTHER ROOFS SHALL BE A MINIMUM "CLASS B" [O.C.BLDG. ORD 3869] ALL ROOFS ON THIS JOB TO BE "CLASS A" INCLUDINGTORCH DOWN UNDERLAYMENT.4. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCHADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BYARCHITECT.6. MOCK-UP OF PITCHED ROOF INSTALLATION SHALL BE APPROVED BYARCHITECT & OWNER PRIOR TO PROCEEDING WITH WORK.5. ROOF UNDERLAYMENT TO BE CLASS "A" TORCHED MODIFIEDBITUMEN SYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S OR APPROVEDEQUAL.3. ROOFING SHALL BE EQUIPPED WITH FIRE-STOP AT EAVE ENDS TOPRECLUDE ENTRY OF FLAME OR EMBERS UNDER THE ROOFINGMATERIALS O.C. BLDG. ORD]WEIGHT1. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVEROOF BY THE MINIMUM DISTANCE REQUIRED BY APPLICABLE CODESAND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACTLOCATION TO BE COORDINATED WITH ARCHITECT PRIOR TOINSTALLATION.2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.2. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2%TOWARD DRAINS.4. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS.3. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGSOR ARCHITECTURAL DRAWINGS, ROUGH CARPENTER SHALL PROVIDEREQUIRED SHIMMING BELOW ROOF SHEETING TO ALLOW FOR PROPERSLOPE TO DRAIN.1. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWING. NOPITCHED ROOF SHALL SLOPE LESS THAN 1.5 : 12.ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION.SOLID SHEATHING MUST BE STRUCTURALLY SUFFICIENT TO SUPPORTTILE LOAD AND MUST BE AT LEAST 1/2" THICK. SWEEP ROOF SURFACE,BROOM CLEAN; COVER KNOT HOLES WITH TIN. SEE SPECIFICATIONS.ROOF PENETRATIONFLAT ROOF MATERIALALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.MATERIALS, COLOR, & ROOF TEXTUREMAX 5.5 lbs PSF PER STRUCTURAL ENGINEE.CONTRACTOR TO VERIFY WEIGHT COMPLIANCE PRIOR TO ORDERING.STANDARD CLASS "A"ROOF SLOPEUNDERLAYMENTFASTENERSFIRE RATINGPITCHED ROOF FINISH MATERIALGENERAL SPECIFICATIONSPA2022-0204 LOT 32042" HIGH HEDGEELEV 37.00' T.O. STANDING SEAM RIDGEELEV 37.00' T.O. STANDING SEAM RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGECRICKETELEV 37.00' T.O. STANDING SEAM RIDGE SKYLIGHT2SLOPE 1/2":1'-0"1/2":1'-0" SLOPE1/4":1'-0" SLOPESKYLIGHT1PITCH 3:12 PITCH5:12 PITCH 5:12 PITCH 3:12 PITCH 3:12 PITCH 2:12 PITCH 5:12 PITCH 3:12 PITCH3:12PITCH3:12PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 3:12 PITCH 5:12 PITCH 5:12 PITCH 5:12 PITCH8:12PITCH8:12OPEN BELOWELEV 27.50' RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGE ELEV 37.00' T.O. STANDING SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1212345123NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)1FLAT ROOF TOCLEAR SKYLIGHTCORNERGUTTER ANDDOWNSPOUTDOWNSPOUT ONLYAND GUTTER421/4":1'-0" SLOPECRICKETPITCH 5:12 PITCH8:12PITCH8:12PITCH10:12PITCH 5:12 SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH 3:12SKYLIGHT32PITCH BREAK @ RIDGECOPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4ELEV 37.00'SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8FGFGEEDDCCBBAA1123452345/A11 7.2161127123849510INSTALLATION OF A SOLAR PV SYSTEM IS REQUIRED FOR COMPLIANCEWITH CALIFORNIA ENERGY STANDARDS PER THE INCLUDED CF-1R FORM.ADD THIS TO DEFER SUBMITTAL ON THE COVER SHEET. PROVIDE A NOTEOF THE DRAWINGS INDICATING THAT SOLAR PV WITH MINIMUM 5.07 KW DCMUST BE OBTAINED UNDER SEPARATE REVIEW AND PERMIT.4 7.1 5 7.1 4 7.1 22 7.5 /A27 7.7/A27 7.7/A27 7.7 27 7.7 6 7.2 6 7.2/A66 & 68 7.15 66 & 68 7.15 /A66 & 68 7.15/A14 7.3/A13 7.3/A13 7.3 24 7.6 6 7.2 6 7.2/A6 7.2/A14 7.3/A66 & 68 7.1577. 277.2 16 7.4 67 7.15 67 7.15 9 7.2 12 7.3 16 7.4 /A27 7.7 23 7.5 1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.19 7.2 12 7.3 12 7.3 24 7.6 67 7.15 A-2.6SOLAR PANELS LOCATION PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SOLAR PANELS LOCATION PLAN1/4" = 1'-0"1111LEGEND:COLLECTOR BOX WITH EXPOSEDDOWNSPOUTCOLLECTOR BOX WITH IN WALLDOWNSPOUTCOLLECTOR BOX, NO DOWNSPOUTDOWNSPOUT ONLY AT GUTTER17. EXPOSED DOWNSPOUTS AT ALL LOCATIONS U.N.O.1. FOR FURNACES LOCATED IN ATTIC SPACES THEY MUST BEPOSITIONED SO THAT THE REQUIRED FLUE LENGTH FROM THEFURNACE TO THE CAP IS PROVIDED WITHIN THE ATTIC, ALLOWING THECAP TO BE THE MINIMUM HEIGHT ABOVE THE FINISHED ROOFINGALLOWED BY CODE.2. WHERE POSSIBLE GROUP PLUMBING VENTS AND CONCEAL INDORMER VENTS SEE VENT NOTES ON SITE PLANS1. 11 GAUGE CORROSION RESISTIVE EMBEDDED 3/4" INTO SHEATHINGPER TABLE NO.15-D-12. THE HEAD OF ALL TILES SHALL BE NAILED3. THE NOSES OF ALL EAVE COURSE TILES SHALL BE FASTENED WITHAPPROVED CLIPS.4. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS.5. THE NOSES OF ALL RIDGE, HIP AND RAKE TILES SHALL BE SET IN ABEAD OF APPROVED ROOFER'S MASTIC.MECHANICAL / PLUMBING VENT NOTES1. NOTE THAT CHIMNEYS ARE TO BE 2'-0" ABOVE ANY ROOF WITH IN10'-0" OF STRUCTURE PER [U.B.C. 3102.3.6]CHIMNEY NOTESMINIMUM NAILING STANDARDSATTIC VENTILATION1. CONTRACTOR TO PROVIDE PROPER ATTIC VENTILATION INACCORDANCE WITH BUILDING.2. CONTRACTOR TO DETERMINE THE NUMBER AND SIZE OFREQUIRED ATTIC VENTS.3. ALL REQUIRED ATTIC VENTS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURER INSTRUCTIONS PROVIDED IN EACH CARTONOF VENTS.4. ATTIC VENT LOCATIONS TO BE REVIEWED AND APPROVED WITHARCHITECT/OWNER PRIOR TO INSTALLATION.5. POWER TOOLS USED TO CUT THE REQUIRED 19" X 7" (133 SI)OPENING IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TOTHE APPROPRIATE SHEATHING THICKNESS TO VALID CUTTING INTOANY STRUCTURAL (RAFTERS) MEMBERS OF THE ROOF ASSEMBLY.6. ALL GALVANIZED SURFACE AREAS OF VENTS (NOT APPLICABLEFOR COPPER) TO BE PAINTED SHALL BE PRIMED WITH AGALVANIZED PRIMER OR LIBERALLY WIPED WITH ASCETIC ACID,ALLOWED TO DRY AND UNIFORMLY PAINTED WITH A QUALITYMATTE FINISH METAL PAINT ONE SHADE DARKER THAN THE ROOFTILE COLOR OR AS SELECTED BY OWNERS. SAME PAINT SHALL BEUSED IN PAINTING OF ALL EXPOSED ROOF FLASHING ANDPLUMBING VENTS.7. MINIMUM 22" X 30" OPENINGS SHALL BE PROVIDED AT ALL ROOFFILL/FRAME ASSEMBLIES FOR REQUIRED ACCESS AND AIR. WHEREFILL/FRAME CONDITIONS DO NOT PERMIT REQUIRED OPENINGS, A12" X 12" OPENING SHALL BE PROVIDED AT THE UPPER PORTION OFTHE FILL/FRAME AREA.8.THE SI/NFVA OF EAVE, CORNICE AND GABLE END VENTS PROVIDEDSHALL VERIFIED TO BE EQUAL TO OR EXCEED THE SI/NFVAREQUIRED STATED IN THE CALCULATIONS.**FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECTPRIOR TO INSTALLATION.**3. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS AREEXPOSED AND LOCATION IS SHOWN ON ROOF PLAN.4. DOWNSPOUTS AT FLAT ROOFS SHALL BE A MINIMUM OF 4"DIAMETER WITH OVERFLOW DRAINS. OVERFLOW DRAINS CAN BEOMITTED IF A 6" W x 1 1/2" H SCUPPER IS SHOWN ADJACENT TO DRAIN.5. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER ANDROOF DRAIN.6. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FORWATER LEAKAGE PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDEA 10 YEAR WARRANTY AGAINST LEAKAGE.GAF TRUSLATECOLOR: GREYSTONE.PATTERN: STANDARD.EXPOSURE: HORIZONTAL.**MOCK-UP TO BE APPROVED BY ARCHITECT AND OWNER.**GUTTERS AND ROOF DRAINS1. GUTTERS SHALL BE CONSTRUCTED OF 16 oz COPPER WITH 5/8"EXPANSION JOINTS EVERY 30 FEET MAXIMUM.2. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATERLEADERS.3. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATION SHALLBE PROVIDED WITH W.R. GRACE 4000 BITUTHENE WRAPPING AND 20 OZ.COPPER FLASHING AND COUNTER FLASHING. ALL JOINTS AT COPPERSHALL BE SOLDERED.ROOFING MATERIAL1. ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION2. ALL NEW BUILDINGS WITHIN THE EXTREME FIRE HAZARD AREA ORWITHIN 1,000 FEET OF SUCH AREAS SHALL HAVE A "CLASS A" ROOFASSEMBLY. ALL OTHER ROOFS SHALL BE A MINIMUM "CLASS B" [O.C.BLDG. ORD 3869] ALL ROOFS ON THIS JOB TO BE "CLASS A" INCLUDINGTORCH DOWN UNDERLAYMENT.4. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCHADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BYARCHITECT.6. MOCK-UP OF PITCHED ROOF INSTALLATION SHALL BE APPROVED BYARCHITECT & OWNER PRIOR TO PROCEEDING WITH WORK.5. ROOF UNDERLAYMENT TO BE CLASS "A" TORCHED MODIFIEDBITUMEN SYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S OR APPROVEDEQUAL.3. ROOFING SHALL BE EQUIPPED WITH FIRE-STOP AT EAVE ENDS TOPRECLUDE ENTRY OF FLAME OR EMBERS UNDER THE ROOFINGMATERIALS O.C. BLDG. ORD]WEIGHT1. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVEROOF BY THE MINIMUM DISTANCE REQUIRED BY APPLICABLE CODESAND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACTLOCATION TO BE COORDINATED WITH ARCHITECT PRIOR TOINSTALLATION.2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.2. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2%TOWARD DRAINS.4. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS.3. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGSOR ARCHITECTURAL DRAWINGS, ROUGH CARPENTER SHALL PROVIDEREQUIRED SHIMMING BELOW ROOF SHEETING TO ALLOW FOR PROPERSLOPE TO DRAIN.1. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWING. NOPITCHED ROOF SHALL SLOPE LESS THAN 1.5 : 12.ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION.SOLID SHEATHING MUST BE STRUCTURALLY SUFFICIENT TO SUPPORTTILE LOAD AND MUST BE AT LEAST 1/2" THICK. SWEEP ROOF SURFACE,BROOM CLEAN; COVER KNOT HOLES WITH TIN. SEE SPECIFICATIONS.ROOF PENETRATIONFLAT ROOF MATERIALALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.MATERIALS, COLOR, & ROOF TEXTUREMAX 5.5 lbs PSF PER STRUCTURAL ENGINEE.CONTRACTOR TO VERIFY WEIGHT COMPLIANCE PRIOR TO ORDERING.STANDARD CLASS "A"ROOF SLOPEUNDERLAYMENTFASTENERSFIRE RATINGPITCHED ROOF FINISH MATERIALGENERAL SPECIFICATIONSPA2022-0204 2'-0"WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS4'-0"CLEARSTORY WINDOW9'-5 3/8"18 5/8" 1'-6" 8'-0" 22'-0" 24'-0" 23'-0" 2'-0" 2'-0"2'-0"67((//$''(5TRASHTRASHPROPERTY LINE 1A4.12A4.13-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"8'-0" 30" 36"1'-4"1'-4"18"18" 18" 30"MATCH GARAGEDOOR HEIGHTPOP OUT F.P. 4"SIDE MOUNT FLUEBLACK SHINGLES23'-0"UUUTTQIE10E9GGHE8FQ- -BRICK SOFFIT 1 7.1 2 7.1 22 7.5 19 7.4 26 7.7 3 7.1 677.15 9'-5 3/8"1'-6 5/8"23'-0"22'-0"24'-0"WHITE 2-1/2" BRICK WHITE WASHEDBLACK SHINGLES @GARAGE DOORWHITE 2-1/2" BRICK WHITE WASHEDL9'-11 3/8"8'-2"7'-6"5'-9"2'-6"3'-6" 2'-6" 7'-0" 7'-0" 7'-0"13.50' EXISTING GRADE AVE. T.O. CURB13.50' EXISTING GRADE AVE. T.O. CURB2ND FLOOR BLACK PAINTED SHINGLESCSPRING POINTCENTER TUB ON RIDGES(SHIFT 6")T.O. WINDOWBOTTOM OF TRELLISCOURSE OF 2-1/2""WHITEWASHED" BRICK VENEER4-1/2" SHINGLES EXPOSUREPAINTED PLACKDUNN EDWARDS "BALLAST BLACK"1A4.22A4.21A4.39'-6"BRICK HEADER1'-0" 18 5/8"4'-0"1234567 7.15 55 7.12 24 7.6 277.727 7.7 67 7.15 SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,ELEVATION NOTESEXTERIOR STAIR RISER, SEE MATERIAL AND FINISH INDEX. RISE AND RUN PERLANDSCAPE ARCHITECT'S DRAWINGS. ALSO REFER TO CIVIL PLANS FOR FINISHEDSURFACE ELEVATIONS AT TOP AND/OR BOTTOM OF STAIRS.WALL CAP PER MATERIAL AND FINISH INDEX. WHERE WALL IS USED AS A GUARDRAIL:TOP OF WALL SHALL NOT BE LESS THAN 36" ABOVE FINISHED SURFACE. AT STAIRS AHANDRAIL SHALL BE INSTALLED AT NO HIGHER THAN 34" ABOVE NOSE OF TREADS.COPPER CHIMNEY CAPS. PREFABRICATED U.N.O. ALSO, SEE SPECIFICATIONS.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITES. SEE MATERIALAND FINISH INDEX AND DOOR AND WINDOW SCHEDULES FOR MANUFACTURER, FINISHAND GENERAL NOTES.SIDE YARD ACCESS GATES.ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEY'S.TOP OF CHIMNEY CAP SHALL NOT EXCEED 4' ABOVE ANY ROOF OR HORIZONTALSURFACE WITHIN' 10'.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE. SEE ELECTRICAL SHEETSFOR EXACT LOCATIONS.CONTINUOUS METAL WEEP SCREED (MATERIAL PER SPECIFICATIONS). LOCATE WEEPSCREED AT LOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATEJUNCTURE (SEE DETAILS).SLOPE ALL DECK SURFACES 2% TOWARDS DRAINS. SEE ARCHITECTURAL PLANSAND/OR DRAINAGE PLANS.COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.SITE WALLS. SEE GRADING PLANS FOR ELEVATIONS. SEE STRUCTURAL ENGINEER'SDRAWINGS FOR CONSTRUCTION. PROVIDE GRAVEL BACK-FILL AND DRAINAGE ATFOOTING OF WALL (SEE STRUCTURAL AND CIVIL ENGINEER'S DETAILS). SEE GRADINGPLAN FOR DRAINS. PROVIDE WATERPROOFING SYSTEM (SEE SPECIFICATIONS) AT ALLRETAINING WALLS.PROVIDE GARAGE VENTING PER U.B.C. REQUIREMENTS.GUARDRAILS SHALL BE A MINIMUM HEIGHT OF 42" MEASURED FROM TOP OF FINISHEDSURFACE (T.O.F.S.) UNLESS NOTED OTHERWISE. OPEN GUARDRAILS SHALL HAVEINTERMEDIATE MEMBERS SPACED SUCH THAT NO SPHERE OF 4" DIAMETER SHALLPASS THROUGH. (34" MAX BETWEN GLASS PANELS). REFER TO DETAILS FOR MOREINFO.FINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCE WITHTHE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.GARAGE DOORS. DOUGLAS FIR, PAINTED, WITH TRANSOM WINDOWS PERMANUFACTURER. SEE MATERIAL AND FINISH INDEX AND DOOR SCHEDULE FORSPECIFICATIONS.GLASS ON ALL SWINGING DOORS: GLAZING WITHIN 18" OF THE ADJACENT FLOORWALKING SURFACE SHALL BE FULLY TEMPERED.GLASS GUARDRAIL w/ WOOD PAINTED FRAME. SEE SPECIFICATIONS AND DETAILS.GLASS TO BE "ORNILUX" TYPE AT ALL CANAL FACING GUARDRAILS TO MINIMIZE BIRD-STRIKE POTENTIAL.PROVIDE GAS LINESTONE VENEER. ELDORADO STONE ICC ES EVALUATION REPORT ESR 1215ANCHOR PER MANUFACTURE. AVG WEIGHT DOES NOT EXCEED 15 LBS PER SQUAREFOOT - PROVIDE 5'-0"x5'-0" MOCK-UP FOR OWNER AND ARCHITECT APPROVAL.BUILT-OUT WOOD EAVE. SEE DETAILS FOR MORE INFORMATION.CURB MOUNTED SKYLIGHT. SEE MANUFACTURER'S SPECIFICATIONS FOR MOREINFORMATION.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.ADDRESS SIGN @ 6' A.F.F.26.METAL CLAD DOORS AND WINDOWS. SEE MATERIAL AND FINISH INDEX AND DOORAND WINDOW SCHEDULES FOR MANUFACTURER, FINISH, AND GENERAL NOTES.27.28.25.24.TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINAL SELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT.CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER ANDARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BY OWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCKUP FOR APPROVAL BY OWNER AND ARCHITECT.29. EXTERIOR COLD WATER SHOWER SHOWER HEAD MAY NOT EXCEED 6'-0" IN HEIGHTWITHIN THE SIDE YARD SETBACK.NOT USED30. FEMA FLOOD VENTING SHALL CONSIST OF TWO OPPOSING VENTS, BOTTOM OFOPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETECURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT OFFLOOR AREA. NBMC 15.50.200(D)WEST SIDE ELEVATION1/4" = 1'-0"2NORTH ELEVATION1/4" = 1'-0"1FLOOD HAZARD ZONEA. STRUCTURES CONSTRUCTED IN WHOLE, OR IN PART, IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) ASESTABLISHED IN FIRM DATED MARCH 21, 2019 SHALL CONFORM TO THE REQUIREMENTS OF NBMC 15.50 AND INACCORDANCE WITH ASCE 24 SUBJECT TO LIMITATION OF THIS CODE SECTION 15.05.100.D7+(/27,63$57,$//<,1)/22'=21($(7+('(6,*1)/22'(/(9$7,21:,//%($7¶1$9'B. SFHA AE, AO1 & AO2. GARAGE AND CARPORT FINISHED SLAB MAY BE LOCATED BELOW THE BFE, PROVIDED THESLAB ELEVATION IS ABOVE ADJACENT GRADE. SHOW A MINIMUM OF TWO FLOOD VENT OPENINGS AT OPPOSITE SIDESOF THE GARAGE ON THE FOUNDATION PLAN, EXTERIOR ELEVATIONS, AND FLOOR PLAN.a. THE BOTTOM OF FLOOD VENT OPENINGS MUST BE WITHIN 1 FT. OF THE ADJACENT EXTERIOR GRADE.b. THE TOP OF FLOOD VENT OPENINGS MUST BE BELOW THE BFE.c. PROVIDE ONE SQUARE INCH OF OPENING PER EACH SQUARE FOOT OF GARAGE AREA. INDICATE THE LOCATIONWITH DIMENSIONS AND AREAS OF THE OPENINGS ON THE EXTERIOR ELEVATIONS, FOUNDATION PLAN ANDARCHITECTURAL FLOOR PLAN. THE REQUIRED SQUARE INCHES MUST BE WITHIN REQUIREMENTS OF ITEMS A & BABOVE AND THE MINIMUM DIMENSION IN ANY DIRECTION SHALL NOT BE LESS THAN 3 INCHES. NBMC 15.50.200 C.1.D.AND ASCE24 SECTION 2.7.2.1. OR PROVIDE ENGINEERED OPENINGS PER ASCE24 SECTION 2.7.2.2.d. SHOW THESE FLOOD VENT OPENINGS IN BUILDING ELEVATION 2/A3.4 AND 2/A3.1.C. SFHA AE, AO1 & AO2.: WHEN TOP OF GARAGE FLOOR SLAB IS LOWER THAN THE BASE FLOOD ELEVATION (BFE),GARAGE WALLS MUST BE SUPPORTED OVER CONCRETE CURBS WITH TOP OF CURB ONE FOOT ABOVE THE BFE(NAVD88). SEE "LOWEST FLOOR" REGARDING RESTRICTION ON GARAGE SLAB NOT ALLOWED BELOW GRADE. NBMC15.50.050 DEFINITIONSA-3.1EXTERIOR ELEVATION1/4" = 1'-0"E1E16AE15E14E13E18E17LKPA2022-0204 WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"22'-0"24'-0" 24'-0"3-1/2" WIDEHORIZONTAL SIDING23'-0"18 5/8"8'-0"9'-5 3/8"2'-0" PROPERTY LINE 9'-5 3/8"18 5/8"8'-0" 23'-0" 22'-0" 7'-0" 3'-6" 13'-6" 2'-0" 7'-0" 8'-0"STAIR LANDING &LAUNDRY RM F.F.E.7'-0" 9'-0"FINISH GRADEPLATFORM DECK8'-0" PROPERTY LINE RETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSE0'-4"2'-6"3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS8'-0" 9'-0"8'-6"8'-0" 2'-0"31A4.12A4.1BLACK SHINGLESSANDY BEACH277.7/A40 7.10 39 7.10 /A39 7.10 /A41 7.10 /A42 7.10 41 7.10 18 5/8" 1'-6"3'-6"3-1/2" WIDE HORIZONTAL SIDING(CLAPBOARD) PAINTED WHITE / WHITE16"PANEL 1" STANDING SEAM COPPER ROOFING2'-6" 1'-6" 9'-5 3/8" 2'-0"22'-0" 8'-0" 23'-0" 24'-0"1A4.32A4.21A4.20'-4"BLACK SHINGLESBLACK SHINGLES543214 7.1 18 7.4 22 7.5 277.751 7.12 52 7.12 23 7.5 4 7.1 27 7.727 7.7SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,EAST SIDE ELEVATION1/4" = 1'-0"1SOUTH ELEVATION1/4" = 1'-0"2FLOOD HAZARD ZONEA. STRUCTURES CONSTRUCTED IN WHOLE, OR IN PART, IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) ASESTABLISHED IN FIRM DATED MARCH 21, 2019 SHALL CONFORM TO THE REQUIREMENTS OF NBMC 15.50 AND INACCORDANCE WITH ASCE 24 SUBJECT TO LIMITATION OF THIS CODE SECTION 15.05.100.D7+(/27,63$57,$//<,1)/22'=21($(7+('(6,*1)/22'(/(9$7,21:,//%($7¶1$9'B. SFHA AE, AO1 & AO2. GARAGE AND CARPORT FINISHED SLAB MAY BE LOCATED BELOW THE BFE, PROVIDED THESLAB ELEVATION IS ABOVE ADJACENT GRADE. SHOW A MINIMUM OF TWO FLOOD VENT OPENINGS AT OPPOSITE SIDESOF THE GARAGE ON THE FOUNDATION PLAN, EXTERIOR ELEVATIONS, AND FLOOR PLAN.a. THE BOTTOM OF FLOOD VENT OPENINGS MUST BE WITHIN 1 FT. OF THE ADJACENT EXTERIOR GRADE.b. THE TOP OF FLOOD VENT OPENINGS MUST BE BELOW THE BFE.c. PROVIDE ONE SQUARE INCH OF OPENING PER EACH SQUARE FOOT OF GARAGE AREA. INDICATE THE LOCATIONWITH DIMENSIONS AND AREAS OF THE OPENINGS ON THE EXTERIOR ELEVATIONS, FOUNDATION PLAN ANDARCHITECTURAL FLOOR PLAN. THE REQUIRED SQUARE INCHES MUST BE WITHIN REQUIREMENTS OF ITEMS A & BABOVE AND THE MINIMUM DIMENSION IN ANY DIRECTION SHALL NOT BE LESS THAN 3 INCHES. NBMC 15.50.200 C.1.D.AND ASCE24 SECTION 2.7.2.1. OR PROVIDE ENGINEERED OPENINGS PER ASCE24 SECTION 2.7.2.2.d. SHOW THESE FLOOD VENT OPENINGS IN BUILDING ELEVATION 2/A3.4 AND 2/A3.1.C. SFHA AE, AO1 & AO2.: WHEN TOP OF GARAGE FLOOR SLAB IS LOWER THAN THE BASE FLOOD ELEVATION (BFE),GARAGE WALLS MUST BE SUPPORTED OVER CONCRETE CURBS WITH TOP OF CURB ONE FOOT ABOVE THE BFE(NAVD88). SEE "LOWEST FLOOR" REGARDING RESTRICTION ON GARAGE SLAB NOT ALLOWED BELOW GRADE. NBMC15.50.050 DEFINITIONSA-3.2EXTERIOR ELEVATION1/4" = 1'-0"ELEVATION NOTESEXTERIOR STAIR RISER, SEE MATERIAL AND FINISH INDEX. RISE AND RUN PERLANDSCAPE ARCHITECT'S DRAWINGS. ALSO REFER TO CIVIL PLANS FOR FINISHEDSURFACE ELEVATIONS AT TOP AND/OR BOTTOM OF STAIRS.WALL CAP PER MATERIAL AND FINISH INDEX. WHERE WALL IS USED AS A GUARDRAIL:TOP OF WALL SHALL NOT BE LESS THAN 36" ABOVE FINISHED SURFACE. AT STAIRS AHANDRAIL SHALL BE INSTALLED AT NO HIGHER THAN 34" ABOVE NOSE OF TREADS.COPPER CHIMNEY CAPS. PREFABRICATED U.N.O. ALSO, SEE SPECIFICATIONS.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITES. SEE MATERIALAND FINISH INDEX AND DOOR AND WINDOW SCHEDULES FOR MANUFACTURER, FINISHAND GENERAL NOTES.SIDE YARD ACCESS GATES.ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEY'S.TOP OF CHIMNEY CAP SHALL NOT EXCEED 4' ABOVE ANY ROOF OR HORIZONTALSURFACE WITHIN' 10'.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE. SEE ELECTRICAL SHEETSFOR EXACT LOCATIONS.CONTINUOUS METAL WEEP SCREED (MATERIAL PER SPECIFICATIONS). LOCATE WEEPSCREED AT LOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATEJUNCTURE (SEE DETAILS).SLOPE ALL DECK SURFACES 2% TOWARDS DRAINS. SEE ARCHITECTURAL PLANSAND/OR DRAINAGE PLANS.COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.SITE WALLS. SEE GRADING PLANS FOR ELEVATIONS. SEE STRUCTURAL ENGINEER'SDRAWINGS FOR CONSTRUCTION. PROVIDE GRAVEL BACK-FILL AND DRAINAGE ATFOOTING OF WALL (SEE STRUCTURAL AND CIVIL ENGINEER'S DETAILS). SEE GRADINGPLAN FOR DRAINS. PROVIDE WATERPROOFING SYSTEM (SEE SPECIFICATIONS) AT ALLRETAINING WALLS.PROVIDE GARAGE VENTING PER U.B.C. REQUIREMENTS.GUARDRAILS SHALL BE A MINIMUM HEIGHT OF 42" MEASURED FROM TOP OF FINISHEDSURFACE (T.O.F.S.) UNLESS NOTED OTHERWISE. OPEN GUARDRAILS SHALL HAVEINTERMEDIATE MEMBERS SPACED SUCH THAT NO SPHERE OF 4" DIAMETER SHALLPASS THROUGH. (34" MAX BETWEN GLASS PANELS). REFER TO DETAILS FOR MOREINFO.FINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCE WITHTHE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.GARAGE DOORS. DOUGLAS FIR, PAINTED, WITH TRANSOM WINDOWS PERMANUFACTURER. SEE MATERIAL AND FINISH INDEX AND DOOR SCHEDULE FORSPECIFICATIONS.GLASS ON ALL SWINGING DOORS: GLAZING WITHIN 18" OF THE ADJACENT FLOORWALKING SURFACE SHALL BE FULLY TEMPERED.GLASS GUARDRAIL w/ WOOD PAINTED FRAME. SEE SPECIFICATIONS AND DETAILS.GLASS TO BE "ORNILUX" TYPE AT ALL CANAL FACING GUARDRAILS TO MINIMIZE BIRD-STRIKE POTENTIAL.PROVIDE GAS LINESTONE VENEER. ELDORADO STONE ICC ES EVALUATION REPORT ESR 1215ANCHOR PER MANUFACTURE. AVG WEIGHT DOES NOT EXCEED 15 LBS PER SQUAREFOOT - PROVIDE 5'-0"x5'-0" MOCK-UP FOR OWNER AND ARCHITECT APPROVAL.BUILT-OUT WOOD EAVE. SEE DETAILS FOR MORE INFORMATION.CURB MOUNTED SKYLIGHT. SEE MANUFACTURER'S SPECIFICATIONS FOR MOREINFORMATION.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.ADDRESS SIGN @ 6' A.F.F.26.METAL CLAD DOORS AND WINDOWS. SEE MATERIAL AND FINISH INDEX AND DOORAND WINDOW SCHEDULES FOR MANUFACTURER, FINISH, AND GENERAL NOTES.27.28.25.24.TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINAL SELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT.CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER ANDARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BY OWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCKUP FOR APPROVAL BY OWNER AND ARCHITECT.29. EXTERIOR COLD WATER SHOWER SHOWER HEAD MAY NOT EXCEED 6'-0" IN HEIGHTWITHIN THE SIDE YARD SETBACK.NOT USED30. FEMA FLOOD VENTING SHALL CONSIST OF TWO OPPOSING VENTS, BOTTOM OFOPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETECURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT OFFLOOR AREA. NBMC 15.50.200(D)E4BCE3E2QONBE6E5SE22RPPSE19E20MMPOBFQPA2022-0204 GREAT ROOMKITCHEN1A4.32A4.21A4.2BEDROOM 5BEDROOM 6BATHBATHF.P.OFFICE / BEDROOM 4BATH9'-4 5/8" 9'-2" 9'-8" 9'-0" 9'-5 3/8"23'-0"22'-0"24'-0"2'-0"7'-0"1'-6 5/8"POOL CABANA5'-9"PRIMARY SUITE5'-9"1'-3"5432127.1147.31A4.32A4.21A4.27'-0"BEDROOMBATHMUD ROOM / PANTRYLAUNDRY7'-0"PRIMARY BATHSHOWER5'-9" 9'-5 3/8"23'-0"22'-0"24'-0"2'-0"STEEL LADDERSTAIN GRADE RIFT CUTWHITE OAK8'-0"7'-6" 1'-6 5/8"7'-0" CLEAR STORY6'-0"R24'-0"5'-9"1'-3" 9'-7 3/4" 9'-0"5432166/68 7.1517.1SECTION1/4" = 1'-0"2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SECTION 1/4" = 1'-0"1SECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.3529,'(0,1,080ò,1&+*<3680%2$5'217+(*$5$*(6,'((/6(:+(5(7$%/(R302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1.$//),5(3/$&(6,17(5,25$1'(;7(5,2572%(³0$621/,7(),5(%2;:,7+METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN675,&7$&&25'$1&(:,7+0$18)$&785(5¶663(&,),&$7,216$1'RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX7:2'(*5((2))6(76«)/8(6,=(´:,7+´&/($5$1&($//$5281'),5(%2;6,=(72%(648$5($1'6,=('3(5,17(5,25'(6,*1(5«)25%,'',1*6$.(«%,'$´;´),5(%2;6,=(NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA-4.1BUILDING SECTIONS1/4" = 1'-0"103219V207211215216YAAPA2022-0204 BEDROOM 69'-5 3/8"18 5/8"23'-0"22'-0"24'-0"2'-0" 9'-4 5/8" 9'-0"DECKTOP OF DBL PLATE@ SKYLIGHTT E R R A C EDINING ROOMPROPERTY LINE PROPERTY LINE 8'-0" R16'- 0 "6" BEAMS TO RUNTHROUGH SKYLIGHT10'-0" SETBACK 9'-0"DEAD LEVEL IPE WOODDECK ON PEDESTALS13.50' T. O.EXISTING BULKHEAD9'-5 3/8" 7'-6" 9'-0"2'-0"CLEAR18"SLOPE 2% TO STREET3'-0"PRIMARY CLOSET4-CAR GARAGE360 INFINITY SPA0'-6"9'-0" 8'-0"EXPOSED STEEL I-BEAM1"ABCDEF67 7.15 1 1 7.25'-9"RETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSE2'-6"0'-4" 13'-0" 9'-0"AQUARIUMEXERCISE ROOM/BEDROOM 3OFFICE/ BEDROOM 45'-9"POOL CABANAENTRY FOYERPROPERTY LINE PROPERTY LINE KICK PLATE7'-0"13.50' T. O. BULKHEAD4'-0"BLACK SHINGLES5'-9"SANDY BEACHRECESS FORLIGHTING9'-0" 9'-4 5/8"ABCDEF117.257 7.13SECTION1/4" = 1'-0"2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SECTION 1/4" = 1'-0"1SECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.3529,'(0,1,080ò,1&+*<3680%2$5'217+(*$5$*(6,'((/6(:+(5(7$%/(R302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1.$//),5(3/$&(6,17(5,25$1'(;7(5,2572%(³0$621/,7(),5(%2;:,7+METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN675,&7$&&25'$1&(:,7+0$18)$&785(5¶663(&,),&$7,216$1'RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX7:2'(*5((2))6(76«)/8(6,=(´:,7+´&/($5$1&($//$5281'),5(%2;6,=(72%(648$5($1'6,=('3(5,17(5,25'(6,*1(5«)25%,'',1*6$.(«%,'$´;´),5(%2;6,=(NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA-4.2BUILDING SECTIONS1/4" = 1'-0"QQE19E22X220221Z101D204105ABACADAEEFE7PA2022-0204 1239'-5 3/8"18 5/8"23'-0"22'-0"24'-0"2'-0" PROPERTY LINE PROPERTY LINE SLOPE 2% TO STREET7'-0" CLEAR STORY6'-0"13.50' T. O.EXISTING BULKHEAD34" 8'-0" 1"ABCDEF677.1597. 2 SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,SECTION1/4" = 1'-0"1SECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.3529,'(0,1,080ò,1&+*<3680%2$5'217+(*$5$*(6,'((/6(:+(5(7$%/(R302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1.$//),5(3/$&(6,17(5,25$1'(;7(5,2572%(³0$621/,7(),5(%2;:,7+METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN675,&7$&&25'$1&(:,7+0$18)$&785(5¶663(&,),&$7,216$1'RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX7:2'(*5((2))6(76«)/8(6,=(´:,7+´&/($5$1&($//$5281'),5(%2;6,=(72%(648$5($1'6,=('3(5,17(5,25'(6,*1(5«)25%,'',1*6$.(«%,'$´;´),5(%2;6,=(NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA-4.3BUILDING SECTION1/4" = 1'-0"FE8PA2022-0204 LOT 320 8"12"321GOLF CARTENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-GREAT ROOM-DINING-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C E5ADUCLOSET-LCLCLCLCLCLCLCELEV.SLOPELCLCLCLCLC360 INFINITY SPAWATER LEVEL 115.50'PLATFORM WOOD DECKWATER LEVEL 114.00'WOOD DECKSTEPSINTO POOLP L A N T E RP L A N T E RP L A N T E RB B QFGFGEEDDCCBBAA112345234512"12"12" 1/3 1/3 1/38"S.P. 5'-9"R3'-3"R3'-3"R3'-4"R4'-4"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"R3'-4"S.P. 5'-9"R2' - 8 "1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.19'-1" T.O. ARCH5'-9" S.P. + 4'4" RAD. BARREL = 10'-0" T.O. BARRELS.E. TO USE 2x8 JOISTS @ BARREL CEILING ONLY9'-1" T.O. ARCHEQ EQ 5'-2 1/2"4'-10 3/4"4'-10 3/4"4'-10 3/4"4'-10 3/4"1"x6" SQUARE GROOVE PAINT GRADEMDF @ 9'- 4 5/8"12" WIDE WHITE OAK BOX BEAMS TOMATCH HARDWOOD FLOOR INMATERIAL, GRAIN, STAIN & SHEEN2"x6" MDF PLANT ON BEAMS PAINTGRADE CEILING EVERY EDGE3/4" CHAMFER 4" FROM JUNCTIONALL PLANT ON BEAMS 2"x6" INEQUAL GRID LAYOUT CENTEREDON KITCHEN SINK WINDOWSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-5.11ST FLOOR REFLECTED CEILING PLANAS SHOWNREFLECTED CEILING PLAN1/4" = 1'-0"19'-2"9'-2"9'-0"9'-4 5/8"8'-1"8'-1"8'-1"BARREL9'-6"7'-6"7'-6"7'-6"8'-0"8'-0"9'-6"BARREL1"x6"9'-0"8'-1"9'-4 5/8"9'-6"8'-0"8'-0"9'-0"9'-0"9'-0"9'-0"9'-1"9'-0"1"x6"2"x6" FLAT9'-4 5/8"VARIES9'-4 5/8"9'-4 5/8"9'-4 5/8"8'-0"9'-3 1/8"9'-4 5/8"9'-0"1"x6" 1"x6" 1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"4"6"4"4"6"4"PA2022-0204 LOT 320 1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1FGFGEEDDCCBBAA1123452345IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-SKYLIGHT ABOVEBATH-BATH-BATH-CLO.-CLO.-CLCLCLLCLCOPENLCSPA BATH-ELEV.LCPRIMARY BATH-R16'-0" R24'-0"S.P. 5'-9"S.P. 5'-9"1'-3"3'-1"S.P. 5'-9"S.P. 5'-9"4 7.1 ROLLER SHADE /A4 7.1ROLLER SHADE4 7.1 ROLLER SHADE/A4 7.1ROLLER SHADE1'-3"3'-1"1'-3"3'-1"1'-3"3'-1"A-5.22ND FLOOR REFLECTED CEILING PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,REFLECTED CEILING PLAN1/4" = 1'-0"19'-0"8'-0"8'-0"8'-0"7'-0"8'-0"8'-0"8'-1"CUT IN BARRELTOP OF BARRELCEIL. @ 8'-4"BOTTOM OFBARREL CEILING@ 7'-4"ELLIPSE8'-0"ELLIPSE7'-0" 7'-0"7'-0"ELLIPSEELLIPSE1x6 SQUARE GROOVE @ 8'-0"SIDES OF BARRELCEIL. @ 7'-6"TOP OF BARREL CEIL. @ 8'-0"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"BACKSTACK RIDGE8'-0" PLATEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGE7'-0"8'-0" PLATE8'-0" PLATE8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"1x6 SQUAREGROOVE @9'-0"1x6 SQUAREGROOVE @9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"HIPS FLAT @ 9'-0"HIPS FLAT @ 9'-0"8'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0" 7'-0" 1x6 SQUARE GROOVE @ 8'-0"8'-0"OPENABOVE COURTYARDSEE DETAIL FOR ROLLERSHADE IN 7"x7" BEAM @BAY WINDOWSEE DETAIL FOR ROLLERSHADE IN 7"x7" BEAM @BAY WINDOW8'-0"8'-0"8'-0"8'-0"PA2022-0204 9'-0" 5'-9"3'-112" 8'-1012"1'-112"4'-0"1'-112"6'-312"7'-0"2'-412"4'-9"2'-412"9'-312"4'-0"7'-6"3'-3"6'-6"8'-0" 8'-0"18'-612"3'-3"6'-0"10'-0"4'-9"4'-9"9'-6"1'-6" 9'-0" 1'-6" 8'-0" 1'-6" 1'-6" 7'-0" 1'-6" 8'-0" 1'-6" 8'-0" 1'-6"15.STAIN GRADE DOUGLAS FIR GARAGE DOOR WITH OLD WORLD W.I. FALSE HINGES ANDHANDLES.TIGHT FITTING, SOLID CORE WOOD DOOR. 20 MINUTE FIRE-PROTECTION RATING,MINIMUM, WITH LABEL.WALNUT SOLID CORE RAISED PANEL WOOD DOOR. SELECTION PER INTERIOR DESIGNEROR ARCHITECT. OWNER TO APPROVE FINAL SELECTION- PROVIDE SAMPLEMATERIAL AND FINISH INDEXFACTORY PAINTED STEEL DOOR BY ARCHITECTURAL IRONWORKS WINDOWS + DOORS(805) 544-2216 WITH DIVIDED LITES SEE DIAGRAM. CONTACT: JIM MILLER.FINISH PER MATERIAL + FINISH INDEX, WITH TRUE DIVIDED LITES. SEE DIAGRAMS ANDEXTERIOR ELEVATIONS FOR LITE DIVISIONS. ALL LITE DIVISIONS TO BE VERTICALLYRECTANGULAR + PROPORTIONED.HARDWARE DESIGN AND FINISH TO BE SELECTED BY INTERIOR DESIGNER.ALL HARDWARE BY DOOR MANUFACTURER.ALL LOCK SETS TO FUNCTION FROM ONE KEY.ALL LOCK SETS TO BE RE-KEYED PRIOR TO OWNER MOVE IN.HARDWARE NOTESOVERHEAD TRACK, BARN DOORGARAGE DOORSMECHANIZED REMOTE OPENER WITH SAFETY EYE + KEYPADSINGLE INTERIOR DOOR LATCHSET ORPAIR INTERIOR LATCHSETSINGLE INTERIOR DOOR LOCKSETS ORPAIR INTERIOR DOOR LOCKSETSHOUSE TO GARAGE DOOR(20 MINUTE LABEL) EXTERIOR DOOR LOCKSET WITH SELF-CLOSING ASSEMBLYEXTERIOR DOORSSINGLE EXTERIOR DOOR LOCKSETPAIR EXTERIOR LOCKSETHARDWARE GROUPE.F.D.C.A.DOOR SCHEDULE - INTERIORNUM TYPEHEIGHTMATERIALFINISHHARDWAREGROUPADDTIONAL NOTESNUM.CUSTOM POCKET "LIFT & SLIDE" - WEILAND OR EQUALG.DUAL ACTING PIVOT HINGE + PUSH PLATEFINISH PER INTERIOR DESIGNERH.I-BI-AE-ASTAIN GRADE SOLID CORE PLANK DOOR W/OLD WORLD HARDWARE. SEE DESIGN.E2E3DOOR SCHEDULE - EXTERIORNUM TYPELEAVESWIDTH EA.LEAVEHEIGHTMATERIALFINISHHARDWAREGROUPADDITIONAL NOTESNUM.MATERIALWROUGHT IRON + GLASS DOOR W/OPERABLE IRON FOR GLASS ACCESS.SOLID CORE PLANK "BARN DOOR".CREMONE BOLT HARDWARE -NO KEY ENTRY FROM EXTERIOR.J.1.2.3.4.1.2.3.4.5.6.7.TOTALWIDTHLEAVESWIDTH EA.LEAVETOTALWIDTHALL DOOR AND WINDOW HARDWARE TO BE ON AN ALLOWANCE OWNER / INTERIORDESIGNER SELECTION.FINAL FINISH SELECTION FOR DOORS BY OWNER, ARCHITECT,(AND INTERIOR DESIGNER).DOORS WITH GLASS: GLAZING PER TITLE-24 REPORT. OWNER AND ARCHITECT TOAPPROVE GLASS SAMPLE BEFORE ORDERING DOORS.REFER TO CF-1R FORM IN TITLE-24 ENERGY CALCULATIONS FOR REQUIRED 'U' VALUES.DOOR SAMPLE TO BE APPROVED BY OWNER AND ARCHITECT BEFORE PLACING DOOR ORDER.PROVIDE DOOR STOPS WHEREVER NECESSARYSAFETY GLASS IS REQUIRED AT WARDROBE DOOR. U.B.C. 2406.5ROUGH FRAMING SUBCONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL FRAMING,NAILERS AND FILLERS AS SHOWN ON DOOR DETAILS AND AS MAY OTHERWISE BEREQUIRED FOR PROPER INSTALLATION OF ALL DOORS.GARAGE DOORS WITH ELECTRIC GARAGE DOOR OPENERS TO HAVE ELECTRIC EYESAFETY DEVICE MOUNTED AT HEIGHT REQUIRED BY MANUFACTURER AND LOCALGOVERNING BODYALL DOORS TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS. MARVIN DOORS OR APPROVED EQUAL.ANY GLASS AREA 9 SQUARE FEET OR LARGER IN SIZE TO BE TEMPERED. TEMPEREDGLASS IN HAZARDOUS LOCATIONS PER U.B.C. SEC 2406.4A. INGRESS AND EGRESS DOORSB. PANELS IN SLIDING OR SWINGING DOORS OTHER THAN WARDROBE DOORS.C. DOORS AND ENCLOSURES FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING INWALL ENCLOSING THESE COMPARTMENTS WITHIN 5' OF STANDING SURFACE)D. IF WITHIN 2 FT. OF EITHER VERTICAL EDGE OF CLOSED DOOR AND WITHIN 5 FT. OFSTANDING SURFACEE. IN WALL ENCLOSING STAIRWAY LANDINGALL SCHEMATIC DOOR TYPES ARE NOT TO SCALE. REFER TO ABOVE SCHEDULE FORDIMENSIONS. AS SHOWN ALIGN ALL TRANSOM PANELS ON ALL DOORS AND WINDOWS.ALL EXTERIOR DOORS TO BE DELIVERED TO JOB SITE AS COMPLETE UNITS.GENERAL DOOR NOTESREFER TO FLOOR PLANS FOR SWING DIRECTION OF SINGLE DOORS. SWING IS ALSOINDICATED ON EXTERIOR ELEVATIONS.2'-8"101E1FACTORY PAINTED TO MATCH EXTERIOR DOORS.8.FIXED DOOR - NO OPERATIONK.1.2.3.4.5.6.7.8.9.10.11.12.13.14.2. P.M. IS AN ABBREVEATION FOR "PER MANUFACTURER'SRECOMMENDATIONS"1. WIDTH OF ALL STEEL DOORS PER MANUFACTUER'S SPECS.TEMPERED GLASS AT ALL SWINGING DOORS. SEE ELEVATIONS FOROPERATION.RIFT CUT WHITE OAK SOLID CORE RAISED PANEL WOOD DOOR. SELECTION PER INTERIORDESIGNER OR ARCHITECT. OWNER TO APPROVE FINAL SELECTION- PROVIDE SAMPLE9.4 4'-9"E-A9'-0"E-BI-F19'-0"I-C102SEE DIAGRAM1031041105120120216'-2 3/8"203204205206207208209210E4E-C2'-412"4'-9"E5E6E7E8E9101102103104105E2E3E1E4E5E6E7E8E9'22566+$//%(62/,'&25($1'6(/)&/26,1*$1'6(/)/$7&+,1*,1SPRINKLERED AND NON-SPRINKLERED DWELLINGS AND BE 20 MINUTES FIRE RATED.R302.5.1I-EI-FE10E11E12E13E14E15E16E18E17E-DE10E11E13E-EE-IE-H201202203204205206207208209210E12E14E15E16E17E18E19E19STEELSIDE GATE8'-0"STEELUSE TEMPERED GLASSE20E20211211E-BNOTE:FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.E-F 2E-D6'-6"3'-3"7'-6"STEELGLASS2'-8"7'-0"12E-ME-EE-EE-C114'-0"4'-0"3'-0"7'-6"9'-312"111222'-1"2'-9"8'-0"8'-0"E-GE-GGARAGE DOORE-JE-JE-H6'-0"6'-0"3'-4"7'-0"8'-0"7'-0"3'-8"3'-0"E21E21E22E22E23E2313'-1"E-LE-K8'-0"442'-6"10'-0"E-L3'-71/4"8'-0"113'-1"E-KE-L212213214212213214FINAL INTERIORDOOR DESIGNPER INTERIORDESIGNER.FINAL INTERIORDOOR DESIGNPER INTERIORDESIGNER.SEE PLANFOR DOORSWINGFINAL INTERIORDOOR DESIGNPER INTERIORDESIGNER.STEEL & GLASSPANTRY DOORSTO SLIDE FROMCEILING. FLOORTO CEILINGHEIGHT.I-EI-AI-CI-AI-AI-AI-A11111111117'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"8'-4"7'-0"7'-0"7'-0"2'-8"2'-8"2'-6"6'-2 3/8"2'-8"2'-8"2'-6"3'-0"2'-8"8'-0"7'-0"3'-0"2'-8"2'-0"11061062'-0"I-AI-AWINE ROOM DOOR7'-0"I-DSLIDING DOOR @ PRIMARY BATHE-CE-FE-JE-GE-LE-KU FACTOR 0.51SHGC 0.35S.P.ARCHED ENTRY DOORE-B2'-412"4'-9" STEEL7'-0"24 7'-6"9'-0"30'-0" STEEL1 4'-0"4'-0"3'-4"3'-8"SIDE GATE19'-0"9'-0"E-H8'-0"118'-612"18'-612"E-I8'-0"1 9'-0"9'-0"E-H8'-0"GARAGE DOORGARAGE DOORGARAGE DOOR4'-2"5'-8"SLIDING DOORSLIDING DOOR8'-0"8'-0"3'-1"3'-71/4"3'-1"8'-0"2'-6"10'-0"11071081107108I-A2'-8"7'-0" 2'-8"109109I-A7'-0"7'-0"11011107'-0"I-A17'-0"17'-0"215215216216217218219217218219I-BI-A117'-0"7'-0"3'-0"3'-0"27'-0"1'-6"3'-0"17'-0"2'-0"2'-0"220220221221222223222223I-B117'-0"7'-0"1'-8"3'-4"17'-0"224224225226225226I-B 117'-0"7'-0"1'-10"3'-8"17'-0"2 3'-4"9'-6" 6'-8"I-DFINAL INTERIORDOOR DESIGNPER INTERIORDESIGNER.SEE PLANFOR DOORSWING2'-6"2'-6"2'-6"2'-6"1'-6" 1'-6"3'-0"FIXEDFIXED9'-0"2'-8"2'-8"I-A 12'-8"2'-8"2'-4"2'-4"3'-0"I-A7'-0" 3'-0"13'-0"I-A3'-0"I-A2'-8"2'-8"2'-8"2'-8"I-AI-A2'-8"2'-8"2'-8"2'-8"I-A2'-8"2'-8"I-A2'-8"2'-8"I-A2'-8"2'-8"2'-6"2'-6"I-AI-AI-A2'-4"2'-4"I-A2'-8"2'-8"2'-6"2'-6"I-A2'-6"2'-6"I-A2'-6"2'-6"I-AENTRY DOOR17'-0"2'-6"2'-6"I-A17'-0"I-A2'-4"2'-4"SEE DIAGRAMSEE DIAGRAM9'-312"1'-6" KICK PLATE 1'-2"KICK PLATE9'-0"E-M1'-6"19'-0"4'-9"4'-9"4'-9"4'-9"30'-0"7'-6"7'-6"7'-6"7'-6"FIXEDFIXEDSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-6.1DOOR SCHEDULE1/4" = 1'-0"PA2022-0204 9'-0" 3'-0"4'-6" 7'-6" 5'-0" 7'-0"6'-4"1'-6" 1'-6"7'-912" 9'-312"4'-258"3'-0"2'-6" 9'-2" 2'-0"5'-0" 7'-0"2'-4"2'-6" 7'-0"EQ6'-6" 8'-0"EQEQ2'-0" 9'-0" 1'-6" 6'-6" 8'-0" 1'-6"18'-0"7'-0"1'-6"4'-3"4'-3"4'-258"16'-1114"1'-6"7'-912" 9'-312"2'-112"EQ4'-6" 7'-6" 3'-0"7'-818"2'-6" 9'-2" 6'-2" 9'-2"5'-612"4'-1138"EQEQ3'-10"6'-8" 3'-0" 6'-8"EQ3'-6" 7'-0" 3'-6"6'-0"EQEQ4'-0" 7'-6" 3'-6"8'-6"0'-6"EQ0'-6"EQ7'-0"EQEQEQ3'-0"3'-4"6'-6" 8'-0" 1'-6"EQEQ4'-0"EQEQ4'-0"2'-6"2'-6"EQ7'-238"EQEQEQEQEQEQEQ4'-6" 7'-0" 2'-6"EQ4'-0"EQ7'-0" 4'-6"2'-6"2'-4"4'-6" 7'-0" 5'-4"1'-8" 7'-0"4'-4"EQEQ5'-0"2'-0"11'-0"7'-0" 2'-2" 0'-8"2'-10"6'-0"5'-0"3'-0" 8'-0"4'-4"EQEQ4'-6"SLIDING DOORS AND SLIDING WINDOWS SHALL BE CAPABLE OFWITHSTANDING FORCED ENTRY ATTEMPTS AS OUTLINED INSECTIONS 7-244.OVERHEAD AND SLIDING DOORS AND WINDOWS SHALL BECAPABLE OF BEING SECURELY LOCKED.GARAGE AND EXTERIOR DOORS SHALL BE AT LEAST 1 3/4" SOLIDCORE WITH PANELS NOT LESS THAN 9/16" THICK AND EQUIPPEDWITH A DEAD LOCKING LATCH AND A DEAD-BOLD WITH HARDESTINSERT WITH 1" MINIMUM THROW AND 3/4" MINIMUM EMBEDMENTTO THE STRIKE. FRONT DOORS SHALL HAVE A WIDE ANGLEVIEWER (UNLESS CLEAR VISION PANELS ARE INSTALLED).EXTERIOR DOORS BETWEEN HOUSE AND GARAGE, AND THEIR HARDWARE, SHALLCONFORM TO THE SECURITY PROVISIONS OF THE WEST COVINA MUNICIPAL CODESECTION 7-230.SHOP DRAWINGS OF ALL WINDOW TYPES MUST BE SUBMITTEDTO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.REFER TO EXTERIOR ELEVATIONS FOR SWING INDICATION OFSINGLE WINDOWS.ALL EXTERIOR JAMBS TO BE BACK-PRIMED PRIOR TOINSTALLATION.ALL WINDOWS TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACURER'S SPECIFICATIONS AND RECOMMENDATIONSTO INSURE PRODUCT WARRANTYREFER TO GENERAL NOTES FOR TYPICAL REQUIREMENTSAPPLICABLE TO WINDOWSSEE EXTERIOR ELEVATIONS FOR SWING INDICATION ON ALLSINGLE PANE WINDOWS.ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIEDBY A LABEL (PERMANENT IF TEMPERED) AS SAFTEY GLAZING:(PER CBC 2406D).A. ALL GLAZING ON DOORSB. GLAZING ON BATH AND SHOWER ENCLOSURESC. ALL GLAZING WITHIN 24" ARC OF THE DOOR EDGED. PANELS OVER 9 SQ. FT. IN AREA HAVING ITS LOWESTEDGE LESS THAN 18" ABOVE FINISHED FLOOR ORFINISHED SURFACE AND HAVING ITS TOP EDGE GREATERTHAN 36" ABOVE FINISHED FLOOR OR FINISHED SURFACE.E. ALL GLAZING ON GUARDRAILS AND HANDRAILS (CBC5406D).EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE EXTERIORDOOR OR WINDOW OPEN DIRECTLY INTO A YARD OR EXITCOURT FOR EMERGENCY EGRESS.WINDOWS MUST PROVIDE THE FOLLOWING SITUATION:MINIMUM 5.7 SQUARE FEET OF OPENABLE AREA CLEAR,MINIMUM CLEAR WIDTH OF 20", MINIMUM CLEAR HEIGHT OF 24"AND A FINISH SILL HEIGHT NOT MORE THAN 44" ABOVE FINISHFLOOR. (PER UBC 1204)REFER TO CF-1R FORM IN TITLE-24 ENERGY CALCULATIONSFOR REQUIRED 'U' VALUES.ALL WINDOW GLAZING TO BE DUAL GLAZING.ALL WINDOW DETAILS SHOULD MEET OR EXCEED HOPE'SSTEEL WINDOWS. DETAILS AND SPECIFICATIONS OR ANOWNER AND ARCHITECT APPROVED EQUAL SUBSTITUTE.ROUGH FRAMING SUBCONTRACTOR IS RESPONSIBLE FORPROVIDING ALL FRAMING, NAILERS AND FILLERS AS SHOWN ONDOOR DETAILS AND AS MAY OTHERWISE BE REQUIRED FORPROPER INSTALLATION OF ALL WINDOWS REFER TO DETAILS.ALL WINDOW ROUGH OPENINGS (R.O.) SHOULD BE BASED ONMANUFACTURER'S ORDERED SIZES, SPECIFICATIONS,RECOMMENDATIONS AND DETAILS.GENERAL WINDOW NOTESSECURITY NOTESWINDOWS AND DOOR LIGHTS WHICH ARE WITHIN 40" OF THELOCKING DEVICE SHALL BE FULLY TEMPERED OR BURGLARYRESISTANT GLAZING.WINDOW SCHEDULESYMBOLWIDTHHEIGHTTYPEMATERIALBCDANOTE: SEE ELEVATIONS FOR OPERATIONADDITIONAL NOTES1.2.3.4.5.6.7.8.9.10.11.12.13.1.2.3.4.ABDECASEMENTEFGCASEMENTHIJMLKLCASEMENTTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDCKSTEELTEMPEREDTEMPEREDFIXEDAWNING/FIXED4'-0" 4'-0"5'-0" 4'-0"6'-358" 9'-0"7'-0"2'-112"4'-1138" 6'-2"7'-818" 4'-6"6'-0" 3'-6"CASEMENT5'-612" 2'-6"16'-1114" 8'-6"FGHWOODMTEMPEREDCASEMENT3'-0" 5'-0"WOODWOODWOODWOODWOODJCASEMENTTEMPERED3'-10" 2'-6"NONTEMPEREDCASEMENT7'-0" 7'-0"WOODOTEMPERED2'-4"2'-6"WOODQTEMPERED8'-6" 4'-0"WOODRPSTUVWIXYCASEMENTFIXEDFIXEDPTEMPERED3'-4"6'-6"WOODQTEMPERED18'-0"6'-6"CASEMENTWOODRTEMPEREDCASEMENT2'-6" 2'-6"WOODSTEMPERED7'-238" 6'-6"WOODTTEMPEREDCASEMENT4'-0"4'-6"WOODUTEMPERED2'-4"4'-6"CASEMENTWOODVTEMPEREDCASEMENT4'-4" 5'-4"WOODWTEMPERED5'-0"CASEMENTWOODXTEMPERED11'-0" 5'-0"WOODYTEMPERED6'-0"2'-2"4'-4"STEELFIXEDFIXEDCASEMENTFIXEDFIXEDFIXEDFIXEDSTEELSTEELWOODSTEELWOOD9'-0"Z9'-0"TERRACE & POOLCABANA F.F.E.ZTEMPERED7'-0"FIXEDSTEELAAABAD AETRANSOM SCHEDULESYMBOLWIDTHHEIGHTTYPEMATERIALABACADAAADDITIONAL NOTESAETEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDFIXED15'-7" 1'-6"WOODWOODFIXEDFIXEDFIXEDFIXED5'-6" 1'-6"5'-7" 1'-6"3'-3" 1'-6"4'-10" 1'-6"WOODWOODWOODAFAGAFAGTEMPEREDTEMPEREDFIXEDFIXED5'-2 1/2" 1'-6"5'-4" 1'-6"WOODWOOD7'-912"9'-0"1'-6" 1'-6" 1'-6" 1'-6" 1'-6" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0" 9'-0"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-6.2WINDOW SCHEDULE1/4" = 1'-0"PA2022-0204 SLIDING DOORS AND SLIDING WINDOWS SHALL BE CAPABLE OFWITHSTANDING FORCED ENTRY ATTEMPTS AS OUTLINED INSECTIONS 7-244.OVERHEAD AND SLIDING DOORS AND WINDOWS SHALL BECAPABLE OF BEING SECURELY LOCKED.GARAGE AND EXTERIOR DOORS SHALL BE AT LEAST 1 3/4" SOLIDCORE WITH PANELS NOT LESS THAN 9/16" THICK AND EQUIPPEDWITH A DEAD LOCKING LATCH AND A DEAD-BOLD WITH HARDESTINSERT WITH 1" MINIMUM THROW AND 3/4" MINIMUM EMBEDMENTTO THE STRIKE. FRONT DOORS SHALL HAVE A WIDE ANGLEVIEWER (UNLESS CLEAR VISION PANELS ARE INSTALLED).EXTERIOR DOORS BETWEEN HOUSE AND GARAGE, AND THEIR HARDWARE, SHALLCONFORM TO THE SECURITY PROVISIONS OF THE WEST COVINA MUNICIPAL CODESECTION 7-230.SHOP DRAWINGS OF ALL WINDOW TYPES MUST BE SUBMITTEDTO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION.REFER TO EXTERIOR ELEVATIONS FOR SWING INDICATION OFSINGLE WINDOWS.ALL EXTERIOR JAMBS TO BE BACK-PRIMED PRIOR TOINSTALLATION.ALL WINDOWS TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACURER'S SPECIFICATIONS AND RECOMMENDATIONSTO INSURE PRODUCT WARRANTYREFER TO GENERAL NOTES FOR TYPICAL REQUIREMENTSAPPLICABLE TO WINDOWSSEE EXTERIOR ELEVATIONS FOR SWING INDICATION ON ALLSINGLE PANE WINDOWS.ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIEDBY A LABEL (PERMANENT IF TEMPERED) AS SAFTEY GLAZING:(PER CBC 2406D).A. ALL GLAZING ON DOORSB. GLAZING ON BATH AND SHOWER ENCLOSURESC. ALL GLAZING WITHIN 24" ARC OF THE DOOR EDGED. PANELS OVER 9 SQ. FT. IN AREA HAVING ITS LOWESTEDGE LESS THAN 18" ABOVE FINISHED FLOOR ORFINISHED SURFACE AND HAVING ITS TOP EDGE GREATERTHAN 36" ABOVE FINISHED FLOOR OR FINISHED SURFACE.E. ALL GLAZING ON GUARDRAILS AND HANDRAILS (CBC5406D).EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE EXTERIORDOOR OR WINDOW OPEN DIRECTLY INTO A YARD OR EXITCOURT FOR EMERGENCY EGRESS.WINDOWS MUST PROVIDE THE FOLLOWING SITUATION:MINIMUM 5.7 SQUARE FEET OF OPENABLE AREA CLEAR,MINIMUM CLEAR WIDTH OF 20", MINIMUM CLEAR HEIGHT OF 24"AND A FINISH SILL HEIGHT NOT MORE THAN 44" ABOVE FINISHFLOOR. (PER UBC 1204)REFER TO CF-1R FORM IN TITLE-24 ENERGY CALCULATIONSFOR REQUIRED 'U' VALUES.ALL WINDOW GLAZING TO BE DUAL GLAZING.ALL WINDOW DETAILS SHOULD MEET OR EXCEED HOPE'SSTEEL WINDOWS. DETAILS AND SPECIFICATIONS OR ANOWNER AND ARCHITECT APPROVED EQUAL SUBSTITUTE.ROUGH FRAMING SUBCONTRACTOR IS RESPONSIBLE FORPROVIDING ALL FRAMING, NAILERS AND FILLERS AS SHOWN ONDOOR DETAILS AND AS MAY OTHERWISE BE REQUIRED FORPROPER INSTALLATION OF ALL WINDOWS REFER TO DETAILS.ALL WINDOW ROUGH OPENINGS (R.O.) SHOULD BE BASED ONMANUFACTURER'S ORDERED SIZES, SPECIFICATIONS,RECOMMENDATIONS AND DETAILS.GENERAL WINDOW NOTESSECURITY NOTESWINDOWS AND DOOR LIGHTS WHICH ARE WITHIN 40" OF THELOCKING DEVICE SHALL BE FULLY TEMPERED OR BURGLARYRESISTANT GLAZING.SKYLIGHT SCHEDULESYMBOLWIDTHHEIGHTTYPEMATERIALSK-1ADDITIONAL NOTES1.2.3.4.5.6.7.8.9.10.11.12.13.1.2.3.4.TEMPERED22'-4" 6'-9"STEEL/GLASSSKYLIGHT2SLOPE 1/2":1'-0"SKYLIGHT1SKYLIGHT41/4":1'-0" SLOPESKYLIGHT322'-4"6'-9"6'-2"7'-9"4'-4"4'-4"6'-612"4'-0"TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDESTAIRSTRIPLE PLANE SOLAR GREY5'-10" LENGTH x 4'-6" WIDESEE CURB MOUNT DETAIL 78/ A7.18TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDETRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDESK-2TEMPERED6'-2" 7'-9"SK-3TEMPERED4'-4" 4'-4"SK-4TEMPERED6'-61/2" 4'-0"STEEL/GLASSSTEEL/GLASSSTEEL/GLASSCOPPER SKYLIGHT ONLY4'-1112"3'-7"TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDESKYLIGHT5TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDE3'-4"3'-4"SK-5TEMPERED4'-1112"3'-7"SK-6TEMPERED3'-4" 3'-4"SK-7TEMPEREDSTEEL/GLASSSTEEL/GLASSSTEEL/GLASSSK-8TEMPEREDSTEEL/GLASS3'-4" 3'-4"3'-4" 3'-4"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,A-6.3SKYLIGHT SCHEDULE1/4" = 1'-0"PA2022-0204 LM-1LOT MERGER SET AS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNIT DRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2 OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESE PLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF IS EXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSE BY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANS AND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATES ARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS AND SPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THE ACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSSEPTEMBER 12, 2022 SINCLAIR ASSOCIATES ARCHITECTS A.I.A. BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663 PRIVATE RESIDENCE 921 & 925 VIA LIDO SOUD,PA2022-0204 PA2022-0204 PA2022-0204