HomeMy WebLinkAboutPA2022-0204_20221113_CDP_Plans_42x30LOT 320
LOT 317
10'-0"4'-0"4'-0"
4'-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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 &56 COORDINATOR 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 SETBACKSLOT 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-6.3NOVEMBER 10, 2022D-1 DEMOLITION PLANSURVEYOREPT DESIGN234 N. EL MOLINO AVENUE, SUITE 100PASADENA, CA 91101PHONE:FAX:EMAIL: NERIKSSON@EPTDESIGN.COM626.795.2008626.437.3734PRECISE GRADING PLANC-2EROSION CONTROL PLANC-4SOILS REPORT RECOMMENDATIONLOT MERGER SETLM-1A-0.1COASTAL DEVELOPMENT PERMIT CORRECTED SETA-0.2GENERAL NOTESA-0.3GENERAL NOTESA-0.4SPECIFICATIONSA-0.5RESIDENTIAL MINIMUM CONSTRUCTION REQTS.CALGREEN MIN. REQUIREMENTS PLAN CHECK NOTESLANDSCAPECONSTRUCTION PLANL1.01PLANTING PLANL3.01COMBINED LOTS ( SEE DIAGRAM )MERGED LOTSTOTAL BUILDABLE AREA6,408.4 SQ.FT.COMBINED LOTS TOTAL MAXIMUM AREA SQ. FT.TOTAL BUILDABLE AREA = 6,408.4 x 1.7 = 10,894 SQ. FT.BUILDABLE LOT DIAGRAM - COMBINED LOTSTITLE SHEETC-1SECTIONSC-3C-5PA2022-0204
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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
1. PRIOR TO FORMING AND POURING CONCRETE, CONTRACTOR SHALL STAKE OUT ALL FOUNDATIONSAND PERIMETER WALL LINES AS SHOWN ON PLANS FOR ARCHITECT'S REVIEW, CONFIRM EXISTINGAND NEW STRUCTURE AND PROPERTY LINE LOCATIONS AND ELEVATIONS, AND VERIFY PROPERSETBACKS AND CLEARANCES REQUIRED BY LOCAL CODES.2. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON ISREQUIRED TO DESCEND, OR OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISIONOF INDUSTRIAL SAFETY PRIOR TO ISSUANCE OF A BUILDING OR GRADING PERMIT. (HSC 17922.5, EFF.3/6/76).3. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY UNSTABLE OR QUESTIONABLE SOIL ORGEOLOGICAL CONDITIONS ENCOUNTERED DURING EXCAVATION.4. WHERE A SOILS AND/OR GEOLOGY REPORT AND/OR GRADING PRE-INSPECTION REPORT HAS BEENMADE, THEY SHALL BE CONSIDERED A PART OF THE CONSTRUCTION DOCUMENTS, ANDCONTRACTOR SHALL FOLLOW ANY RECOMMENDATIONS CONTAINED THEREIN.5. CONTRACTOR SHALL PROVIDE BASEMENT AND CRAWL SPACE ACCESS AND VENTILATION TO ALLSUBFLOOR AREAS IN ACCORDANCE WITH LOCAL CODES AND CONFIRM FOUNDATION VENTLOCATIONS WITH ARCHITECT PRIOR TO POURING FOUNDATIONS.6. WHERE INTERIOR CRAWL SPACE OR ROOM, PIT OR BASEMENT FLOOR SLABS ARE BELOW EXTERIORFINISH GRADE, CONTRACTOR SHALL PROVIDE DRAINAGE AT FOOTING PERIMETER AND W.R GRACEBITUTHENE SYSTEM 4000 LARR #243864 OR EQUAL WATERPROOFING OF ALL EXTERIOR SURFACESOF FOUNDATION RETAINING WALLS. DRAINAGE SHALL CONSIST OF 4" DIAMETER PVC PERFORATEDPIPE SET BELOW FLOOR LINE, SLOPED TO DRAIN, AND CONNECTED UNDERGROUND TO APPROVEDSTORM DRAINAGE SYSTEM OR STREET. PIPE SHALL BE SURROUNDED WITH 2 FEET OF 3/4" WASHEDGRAVEL AND TOPPED WITH A FILTRATION FABRIC. DIRECTION OF HOLES IN PIPE SHOULD FACEDOWNWARD. PROTECT WALL WATERPROOFING WITH 1/2" RIGID MINERAL FIBER INSULATION BOARDAND BACKFILL WITH SAND AND GRAVEL OR AN APPROVED SUBSTITUTE SUCH AS MIRADRAIN.7. ALL CONCRETE FLOOR SLABS SHALL BE POURED OVER 2" OF SAND OVER A CONTINUOUS 10 MILWATERPROOF MEMBRANE (SEE SOILS REPORT) OVER 4" CRUSHED ROCK ON NATURAL ORCOMPACTED SOIL. FOR SLABS SET BELOW EXTERIOR GRADES, THE CRUSHED ROCK BED SHALL BEDRAINED TO STORM DRAIN SYSTEM OR RELIEVED AT PERIMETER WITH A PERFORATED PIPECONNECTED TO APPROVED STORM DRAIN SYSTEM OR STREET TO PREVENT SUBFLOORSATURATION.8. ANY LANDSCAPE OR PLANTER RETAINING WALLS AGAINST EARTH WHICH ARE SPECIFIED WITHOUTPERIMETER DRAIN SHALL BE PROVIDED WITH ADEQUATE WEEP HOLES SURROUNDED ON THEBACKSIDE BY A MINIMUM 6" OF GRAVEL BACKFILL AT BASE OF WALL, THE BACK OF THE WEEP HOLESSHALL BE COVERED WITH FILTER FABRIC. ALL ENCLOSED PLANTERS SHALL BE WATERPROOFED ONTHE INSIDE AND SUPPLIED WITH BOTTOM DRAINS CONNECTED TO STORM DRAIN SYSTEM.9. ALL CONCRETE SLABS TO BE REMOVED SHALL FIRST BE NEATLY SAWCUT WITH NO OVERCUTTING.10. PATCHING OF CONCRETE SLABS SHALL BE PERFORMED SO AS TO LEAVE THE PATCH SURFACELEVEL WITH AND MATCHING THE EXISTING ADJACENT SLAB.11. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF ALL FINISHED GRADE SURFACES, SIDEWALKSAND PATIOS AWAY FROM STRUCTURES AND VERIFY THAT ALL AREAS AFFECTED BY CONSTRUCTIONARE PROPERLY DRAINED, WITH NO PONDING.12. CONTRACTOR SHALL REMOVE ALL EXCAVATED OR EXCESS SOIL, DEBRIS AND MATERIALS NOTREQUIRED BY CONSTRUCTION. CONFIRM ANY ITEMS TO REMAIN, OR TO BE SALVAGED WITHARCHITECT AND OWNER PRIOR TO START OF CONSTRUCTION.C: SITEWORK, DEMOLITION, FOUNDATIONS, ETC.1. THE CONTRACTOR SHALL SUBMIT, WITH SUCH PROMPTNESS AS TO CAUSE NO DELAY IN HIS OWNWORK OR IN THAT OF ANY OTHER CONTRACTOR, ONE REPRODUCIBLE MYLAR OR SEPIA OF ALL SHOPOR SETTING DRAWINGS AND SCHEDULES REQUIRED FOR THE WORK OF THE VARIOUS TRADES, ANDSAMPLES, TEMPLATES AND MODELS AS REQUIRE, AND THE ARCHITECTS SHALL REVIEW THEM WITHREASONABLE PROMPTNESS. THE CONTRACTOR SHALL MAKE ANY CORRECTIONS REQUIRED BY THEARCHITECT, FILE WITH HIM TWO (2) CORRECTED PRINT COPIES AND FURNISH SUCH OTHER COPIESAS MAY BE NEEDED.2. FIELD SAMPLES AND MOCK-UPS SHALL BE PREPARED AT THE SITE BY THE CONTRACTOR ASSPECIFIED IN THE VARIOUS SECTIONS OF THE CONSTRUCTION DOCUMENTS. AFFECTED FINISHWORK SHALL NOT BE STARTED UNTIL THE ARCHITECT HAS ACCEPTED AS SATISFACTORY THE FIELDSAMPLES AND/OR MOCK-UP IN WRITING. CONSTRUCT AND PREPARE FIELD SAMPLES AND MOCK-UPSAT LOCATIONS AS DIRECTED BY THE ARCHITECT.3. SHOP DRAWINGS (SD), MANUFACTURER'S SPECIFICATIONS (MS), OR SAMPLES (S) ARE REQUIREDFOR THE FOLLOWING ITEMS. SEE NOTES ON SPECIFIC ITEMS FOR ADDITIONAL REQUIREMENTS:A STRUCTURAL STEEL (SD)B MISCELLANEOUS AND/OR DECORATIVE IRONWORK (SD & S)C CABINETRY, STAIRS, RAILINGS AND SPECIAL MILLWORK ITEMS (SD & S)D SKYLIGHTS (MS& SD)E MEMBRANE WATERPROOFING (MS)F MARBLE, GRANITE AND DECORATIVE STONEWORK (SD & S)G FIRE PROTECTION SYSTEMS (MS & SD)H CAULKS AND SEALANT (MS)I TILE AND GROUT (MS & S)J ROOFING (MS & S)K SHEET METAL, GUTTERS AND DOWN SPOUTS (SD & S)L DOORS AND WINDOWS (SD &MS)M TUB AND SHOWER ENCLOSURES (SD, MS & S)N FINISH HARDWARE (MS & S)O FLOORING (S)P MECHANICAL EQUIPMENT (SD & MS)Q THERMOSTATS, MECHANICAL REGISTERS AND DIFFUSERS (MS & S)R PLUMBING FIXTURES AND FITTINGS (MS)S ELECTRICAL EQUIPMENT AND DEVICES (MS & S)T PAINTS AND STAIN (MS &S)U ANY OTHER SPECIALTY ITEMS REQUIRING ARCHITECT'S DESIGN APPROVAL (SD, MS &/OR S)4. REVIEW/APPROVAL OF SAMPLES BY THE ARCHITECT SHALL NOT BE CONSTRUED AS A CHECK FORGENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AS EXPRESSED IN THECONTRACT DOCUMENTS. THE OBLIGATION TO GUARANTEE DIMENSIONS AND QUANTITIES IS SOLELYTHAT OF CONTRACTOR.5. WHERE SHOP DRAWINGS ARE REQUIRED, CONTRACTOR SHALL SUBMIT SEPIAS OR VELLUMS, OR 81/2"X 11" SHEETS TO ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR INSTALLATION.IMPORTANT: VERIFY WITH ARCHITECT THE TIME LIMIT FOR THE SUBMISSION OF SHOP DRAWINGS.LARGE SHEETS: 24"X 36" ONLY. THE FOLLOWING ITEMS APPLY:A DOORS/WINDOWS:DO NOT REDRAW: VERIFY ARCHITECT'S DOOR AND WINDOW SCHEDULE; ADDDIMENSIONS AS REQUIRED.B STONE VENEER:PROVIDE 24"X 36" SHEETSC CABINETS:PROVIDE 3/4"=1'-0" SCALE MIN.D SPRINKLER SYSTEM:PROVIDE LAYOUT OVER BASE ELECTRICAL ELECTRONIC FILES.FOUNTAIN PUMPING SYSTEMSB: SHOP DRAWINGS / SAMPLESE: ROOF, ROOF FLASHING & DRAINAGE1. ALL ROOFS TO BE MIN. CLASS A, 20 YEAR BONDABLE, MEETING CODE AND SPECIFICATIONSREQUIREMENTS. CONFIRM SPECIFICATIONS WITH OWNER & ARCHITECT. SEE DRAWINGS.2. GENERAL CONTRACTOR AND ROOFING, MEMBRANE, AND FLASHING CONTRACTORS SHALL EACHFURNISH AN UNCONDITIONAL WRITTEN GUARANTEE TO OWNER COVERING ALL MATERIALS ANDINSTALLATION OF ALL NEW ROOFING, FLASHINGS AND WATER-PROOF MEMBRANES FOR A PERIOD OF10 YEARS FOLLOWING FINAL COMPLETION OF CONSTRUCTION.3. CONTRACTOR SHALL EMPLOY A QUALIFIED INDEPENDENT INSPECTION SERVICE FOR INSPECTION OFTHE ROOF INSTALLATION, INCLUDING ANY INSULATION AND FLASHINGS, AND SHALL CONFIRMARRANGEMENTS WITH OWNER, ARCHITECT, MANUFACTURE'S REPRESENTATIVE AND ROOFINGCONTRACTOR PRIOR TO CONSTRUCTION.4. WHERE CLAY, STONE, CEMENT, OR OTHER HEAVY ROOFING TILES OR SHINGLES APPLY, ROOF AREASSHALL BE FULLY AND EVENLY LOADED WITH TILES TO ULTIMATE LOADING PRIOR TO APPLYING LATHAND PLASTER TO WALLS.5. STONE AND TILE ROOFS SHALL HAVE ALL BOUNDARY TILE ATTACHED WITH EITHER 11 GAUGE NAILSOR APPROVED TIES. BOUNDARIES INCLUDE ALL EAVES, HIPS, RIDGES AND GABLE RAKES. INADDITION TO THE NAILS OR TIES, SUCH BOUNDARY TIES SHALL TILE SHALL BE ATTACHED AT THEEXPOSED END TO THE TILE NEXT BELOW OR TO THE WOOD SUPPORT WITH A CONTINUOUS BEAD OFROOFER'S MASTIC. EVERY FIELD TILE SHALL BE ATTACHED WITH AT LEAST ONE NAIL OR OTHERAPPROVED DEVICES. FOR MISSION TYPE TILE, PROVIDED ARCHITECT APPROVES, CEMENT MORTARMAY BE SUBSTITUTED IN LIEU OF ROOFER'S MASTIC FOR TILE CONNECTION PROVIDED THE TILESARE SATURATED PRIOR TO INSTALLATION. BARGE AND RAKE TILE SHALL BE ATTACHED WITH AMINIMUM OF TWO NAILS. OPEN ENDS OF EAVE TILE SHALL BE FILLED WITH EITHER A BIRDSTOP ORMORTAR. IF MORTAR IS USED, IT SHALL BE APPLIED TO SATURATED TILE.6. ALL BUILT UP ROOF AREAS SHALL HAVE MIN. 1/4" PER FOOT PITCH TO DRAINS FOR SPANS UP TO20'-0", 1/2" PER FOOT FOR SPANS OVER 20'-0". EMERGENCY OVERFLOW SCUPPERS OR DRAINS SHALLBE INSTALLED WITH OUTLETS 2" ABOVE PRINCIPAL ROOF DRAINS, AND SHALL BE INDEPENDENT OFPRINCIPAL ROOF DRAINS OR GUTTERS.7. UNLESS OTHERWISE NOTED, ALL ROOF AREA DRAINS SHALL BE LARGE LOW PROFILE CAST IRONGENERAL PURPOSED DRAINS WITH REMOVABLE PERFORATED DOMES TO PROTECT AGAINSTCLOGGING, AND SHALL BE INSTALLED WITH THE RECOMMENDED FLASHING. USE SIDE OUTLET TYPEWHERE CEILING CLEARANCE REQUIRES IT. PERFORATED DOMES SHALL BE FINE ENOUGH TOPREVENT ROOF GRAVEL FROM ENTERING DRAIN.8. ALL ROOF FLASHING AND SHEET METAL SHALL BE 28 GA STAINLESS STEEL MATERIAL. ALL FLASHINGCONCEALED BEHIND OR IN CONTACT WITH STONE SHALL BE 26 GAUGE STAINLESS STEEL.9. ALL ROOF, PARAPET, CHIMNEY AND OTHER FLASHINGS SHALL BE INSTALLED SO THAT THEY AREWATER-TIGHT. NOTIFY ARCHITECT OF ANY POINTS WHERE WATER OR MOISTURE MAY PENETRATEFOR ADDITIONAL WATER PROTECTIVE MEASURES. PARAPET COPING CAPS SHALL BE INSTALLED SOAS TO BE CONTINUOUS AND LEVEL, WITH WELDED SEAMS, AND SHALL BE INSTALLED TO SLOPE AMINIMUM OF 1/2" PER FOOT TOWARDS THE ROOF SIDE. UNLESS SPECIFIED, SHEET METAL GAUGESHALL BE SUFFICIENT TO WITHSTAND DENTING OR BENDING.10. ALL COPINGS, SCUPPERS, GUTTERS, DOWNSPOUTS, LEADER BOXES OR OTHER SHEET METAL WORKSHALL BE PROPERLY FLASHED AND SHALL HAVE WELDED OR SEALED WATERFROOF JOINTS. ALLBENDS, SEAMS, SPLICES OR OTHER CONNECTIONS SHALL BE STRAIGHT, SMOOTH AND CONTINUOUSWITHOUT DIMPLES OR DENTS. UNLESS SPECIFIED, SHEET METAL GAUGE SHALL BE SUFFICIENT TOWITHSTAND DENTING OR BENDING.11. PROVIDE GALVANIC OR BITUMINOUS INSULATION AS APPROVED BY ARCHITECT BETWEEN DISSIMILARMETALS.12. UNLESS OTHERWISE NOTED, ALL CONCEALED INTERIOR ROOF DRAIN DOWNSPOUTS SHALL BE CASTIRON, MIN. 4" DIAMETER OR LARGER AS SPECIFIED SUFFICIENT TO HANDLE ROOF AREAS. ALLCONNECTIONS SHALL BE WATER-TIGHT.13. ALL ROOF DRAINAGE SHALL BE CARRIED TO THE STREET OR OTHER CODE APPROVED DRAINAGEAREA VIA NON-EROSIVE DEVICES AS REQUIRED BY CODE. AT BASE OF ALL EXTERIOR DOWNSPOUTSPROVIDE MINIMUM 4" DIAMETER PVC SCHEDULE 40 LINES UNDERGROUND TO STREET, ROADWAY ORA DRAINAGE SWALE. VERIFY LAYOUT WITH ARCHITECT PRIOR TO INSTALLING. SEE UTILITIESSECTION FOR ADDITIONAL INFORMATION REGARDING DRAINAGE.14. ALL EXTERIOR CAULKING SHALL BE HIGHEST QUALITY EXTERIOR GRADE SILICON CAULKRECOMMENDED FOR EXTREME TEMPERATURE VARIATION. CONFIRM COLOR WITH ARCHITECT FORSPECIFIC APPLICATIONS.A: GENERAL REQUIREMENTS / NOTES1. THE INTENT OF THESE DOCUMENTS (I.E. SPECIFICATIONS, DRAWINGS, SCHEDULES) IS TO INCLUDE ALL ITEMS NECESSARY FOR THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTOR. THESE DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY ONE SHALL BE AS BINDING AS IF REQUIRED BY ALL; PERFORMANCE BY THE CONTRACTOR SHALL BE REQUIRED ONLY TO THE EXTENT CONSISTENT WITH THESE DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY TO PRODUCE THE INTENDED RESULTS. CONTRACTOR SHALL EXECUTE THE WORK IN AS EXPEDITIOUS A MANNER AS POSSIBLE. CONTRACTOR TO SUBMIT CONSTRUCTION SCHEDULE AT START OF PROJECT AND PROVIDE MONTHLY UPDATES OF PROGRESS AND SCHEDULE. APPROVAL OF A SUBSTITUTION BY THE ARCHITECT SHALL NOT BE CONSTRUED AS A CHECK FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE WORK AS EXPRESSED IN THE CONTRACT DOCUMENTS. THE OBLIGATION TO GUARANTEE DIMENSIONS AND QUANTITIES IS SOLELY THAT OF CONTRACTOR. ALL DRAWINGS/SPECIFICATIONS ARE ADDITIVE AND COMPLEMENT EACH OTHER WITH RELATED INFORMATION CONTRACTOR TO PROVIDE ALL TRADES/SUBCONTRACTORS ALL DRAWINGS AND SPECIFICATIONS AND VERIFY ANY DISCREPANCIES BEFORE PROCEEDING WITH CONSTRUCTION. CONTACT ARCHITECT IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND. THE FOLLOWING NOTES PRE MINIMUM REQUIREMENTS IF A MORE STRINGENT SPECIFICATION OR CONDITION OCCURS ON THE CONSULTANT SET OF DRAWINGS THE MORE STRINGENT OF THE TWO WILL APPLY. UPON WRITTEN APPROVAL BY THE ARCHITECT. CONTRACTOR SHALL ADVISE ARCHITECT AND OWNER IN WRITING OF ANY RECOMMENDED CHANGES TO THE FOLLOWING NOTES AND SPECIFICATIONS AND SHALL SUBMIT WRITTEN CONFIRMATION TO ARCHITECT OF ANY CHANGES AND RECEIVE ARCHITECT'S WRITTEN APPROVAL PRIOR TO ORDERING OR INSTALLATION. THE ARCHITECT WILL IN NO WAY BE RESPONSIBLE FOR HOW THE WORK IS PERFORMED, SAFE IN, ON, OR ABOUT THE JOB SITE, MANNER AND METHODS OF PERFORMANCE OR TIMELINESS IN THE PERFORMANCE OF THE WORK.2. "CONTRACTOR" REFERS TO BOTH THE GENERAL CONTRACTOR, HIS AGENTS AND SUBCONTRACTORS. "ARCHITECT" REFERS TO THE ARCHITECT OF RECORD OR HIS AGENT. CONSTRUCTION DOCUMENTS REFERS TO THESE GENERAL REQUIREMENT/NOTES, SPECIFICATIONS, DRAWINGS, INFORMATION/INSTRUCTIONS PROVIDED/ AVAILABLE TO BIDDERS, BID FORMS AND SUPPLEMENTS, ADDENDA, CONTRACT DOCUMENTS, CONTRACT FORMS, CONDITIONS OF THE CONTRACT, MODIFICATIONS, AND SUPPLEMENTAL INFORMATION AND WRITTEN DIRECTIVES PROVIDED BY THE ARCHITECT AND DESIGN TEAM/CONSULTANTS.3. CONTRACTOR/SUBCONTRACTORS SHALL FURNISH AND INSTALL ALL ITEMS NECESSARY TO COMPLETE THE WORK IN ACCORDANCE WITH GOOD BUILDING PRACTICE AND INDUSTRY STANDARDS WHETHER SPECIFICALLY CALLED FOR OR NOT ON THE CONSTRUCTION DOCUMENTS. COMPLY WITH ALL ENVIRONMENTAL CONTROL REGULATIONS IN EFFECT. MANUFACTURER RECOMMENDATIONS ON ANY PRODUCT USED ON OR IN CONJUNCTION WITH THIS PROJECT SHALL BE STRICTLY FOLLOWED UNLESS THEY ARE IN CONTRADICTION WITH THE DRAWINGS AND SPECIFICATIONS. IF THIS OCCURS NOTIFY ARCHITECT IN WRITING IMMEDIATELY. THE 1987 EDITION OF THE AIA DOCUMENT A701 "INSTRUCTION TO BIDDERS" IS A PART OF THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN THE BIDDING PROCESS. THE 1987 EDITION OF THE AIA DOCUMENT A201 "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION" IS A PART OF THE CONSTRUCTION DOCUMENTS AND SHALL GOVERN THE WORK.4. CONTRACTOR SHALL PROVIDE A JOB SITE FAX AND JOBSITE PHONE WHICH SHALL BE AVAILABLE FOR USE 24 HOURS EACH DAY.5. ALL CONSTRUCTION AND DETAILS SHALL BE COMPLETED IN FULL COMPLIANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND REQUIREMENTS, INCLUDING CURRENT AMERICANS WITH DISABILITIES ACT (ADA), AND TITLE 24 ENERGY REQUIREMENTS. IT IS THE CONTRACTOR'S ULTIMATE RESPONSIBILITY TO CONSTRUCT THE PROJECT AS PER THESE CODES.6. PRIOR TO FINALIZING CONTRACT PRICES, CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL NOTES AND DRAWINGS TO INCLUDE ANY SUBCONTRACT REQUIREMENTS OR INFORMATION WHICH MAY NOT BE INDICATED ON SUBCONTRACTOR'S SHEETS OR NOTES, BUT WHICH ARE INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS.7. CONTRACTOR SHALL VERIFY ALL WORKS, DIMENSIONS AND DETAILS AND REPORT ANY DISCREPANCIES TO THE OWNER AND ARCHITECT PRIOR TO COMMENCING WORK. DURING CONSTRUCTION, THE OWNER AND ARCHITECT ARE TO BE ADVISED REGARDING ANY DISCREPANCIES IN MEASUREMENT, DIMENSION, LOCATION OR DETAILS PRIOR TO CONTRACTOR'S PROCEEDING WITH THAT PORTION OF THE WORK.8. CONTRACTOR SHALL CONSULT REPRESENTATIVES OF LOCAL UTILITIES, INCLUDING GAS, WATER, POWER, SEWER, TELEPHONE AND TV WHERE APPLICABLE CONCERNING LOCATIONS AND AVAILABILITY OF UTILITIES PRIOR TO COMMENCING WORK OR CONNECTING UTILITIES, AND SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINES.9. CONTRACTOR SHALL VERIFY ON SITE THE LOCATIONS, DEPTH AND ELEVATIONS OF ALL EXISTING UTILITIES AND SERVICES BEFORE PERFORMING ANY WORK. WORK SHALL INCLUDE ALL SITE WORK AND UTILITY HOOKUPS AS CONDITIONS REQUIRE. CONTRACTOR SHALL RECORD LOCATIONS AND ELEVATIONS OF ALL EXISTING AND NEW UTILITY LINES, MAINS, AND METERS ON SITE PLAN AND DELIVER TO ARCHITECT ON COMPLETION OF CONSTRUCTION.10. THESE CONSTRUCTION DOCUMENTS ARE BASED ON OBSERVATION AND DOCUMENTATION OF EXISTING CONDITIONS BY THE ARCHITECT, SURVEYOR, AND/OR FROM DOCUMENTS PROVIDED BY THE OWNER. THE ARCHITECT MAKES NO CLAIM TO THE ACCURACY OF SUCH OBSERVATION. SHOULD THE CONTRACTOR ENCOUNTER FIELD CONDITIONS WHICH VARY FROM THESE CONSTRUCTION DOCUMENTS AND WHICH EFFECT THE INTENT OF THESE DRAWINGS OR THE CONTRACT SUM, THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. CONTRACTOR SHALL VISIT THE SITE AND VERIFY ALL CONDITIONS, DIMENSIONS AND ELEVATIONS AND REPORT ALL DISCREPANCIES TO THE ARCHITECT BEFORE THE COMMENCEMENT OR WORK. IF THE CONTRACTOR FAILS TO REPORT ANY SUCH DISCREPANCIES TO THE ARCHITECT THE COST OF ANY CORRECTIVE WORK WHICH RESULTS FROM THIS FAILURE SHALL BE PAID FOR BY THE CONTRACTOR AT NO COST TO THE OWNER AND/OR ARCHITECT.11. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS ON DRAWINGS. IN NO EVENT IS A DIMENSION TO BE SCALED OFF THE DRAWINGS WITHOUT PRIOR APPROVAL FROM ARCHITECT. CONTRACTOR/SUBCONTRATORS SHALL BE HELD RESPONSIBLE FOR THEIR WORK. ALL DIMENSIONS SHALL BE FIELD VERIFY WHERE POSSIBLE. ALL DIMENSIONS ARE TO FACE OF STUD/FACE OF CONCRETE WALL UNLESS OTHERWISE INDICATED.12. DETAILS ARE INTENDED TO SHOW FINAL EFFECT OF PARTS OF CONSTRUCTION. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT PARTICULAR JOB SITE DIMENSIONS OR CONDITIONS AND SHALL BE INCLUDED WITHIN THE SCOPE OF THE WORK AND CONSTRUCTION CONTRACT. ANY MODIFICATIONS REQUIRED IN DETAILS ARE TO BE FIRST REVIEWED AND CONFIRMED WITH THE ARCHITECT PRIOR TO CONSTRUCTION.13. CONTRACTOR SHALL KEEP PREMISES SECURE, CLEAN, AND HAZARD FREE. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING HIS EQUIPMENT, MATERIALS, AND WORK IN NEAT, CLEAN, ORDERLY, AND SAFE CONDITION AT ALL TIMES.14. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES, WATERPROOFING, AND DUST-PROOF PARTITIONS AS NEEDED FOR PROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'S PROPERTY FROM DAMAGE OR LOSS ARISING IN CONNECTION WITH CONSTRUCTION.15. TRADES SHALL FURNISH ALL LABOR, EQUIPMENT, MATERIALS AND SERVICES REQUIRED TO PERFORM ALL WORK NECESSARY, INDICATED, REASONABLE INFERRED, OR REQUIRED BY ANY CODE WITH JURISDICTION TO COMPLETE THEIR SCOPE OF WORK FOR A COMPLETED AND PROPERLY JOB USING ONLY NEW MATERIALS U.O.N. IN ACCORDANCE WITH THE BEST ACCEPTED STANDARDS OF WORKMANSHIP. ALL F.B.O. (FURNISHED BY OWNER) THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE ACCURACY OF THE BUILDING LINES, BUILDING AND SITE ELEVATIONS, AND LEVELS. THE CONTRACTOR SHALL COMPARE CAREFULLY THE LINES, ELEVATIONS, AND LEVELS SHOW ON THE DRAWINGS WITH EXISTING LEVELS, GRADES AND ELEVATIONS FOR THE LOCATION AND CONSTRUCTION OF THE WORK AND SHALL CALL THE ARCHITECT'S ATTENTION TO ANY DISCREPANCIES FOR BORE PROCEEDING WITH THE WORK. SHOP AND FIELD WORK SHALL BE PERFORMED BY MECHANICS, CRAFTSMEN, AND WORKERS SKILLED AND EXPERIENCED AND LICENSED IN THE FABRICATION AND INSTALLATION OF THE WORK INVOLVED. ALL WORK ON THIS PROJECT SHALL BE PERFORMED IN ACCORDANCE WITH THE BEST ACCEPTED PRACTICES AND STANDARDS OF THE VARIOUS TRADES INVOLVED AND IN ACCORDANCE WITH THE DRAWINGS, REVIEWED SHOP DRAWINGS, STANDARDS. RECOMMENDATIONS ESTABLISHED BY APPLICABLE TRADE ASSOCIATIONS, AND THESE SPECIFICATIONS. THE ARCHITECT RESERVES THE RIGHT TO REJECT ANY MATERIALS AND WORK QUALITY WHICH ARE NOT CONSIDERED TO BE UP TO THE HIGHEST STANDARDS OF THE VARIOUS TRADES INVOLVED. SUCH INFERIOR MATERIAL OR WORK QUALITY SHALL BE REPAIRED OR REPLACED, AS DIRECTED, AT NO ADDITIONAL COST TO THE OWNER.1. CONTRACTOR SHALL REMOVE AND REPLACE ALL TERMITE DAMAGED OR INFESTED WOOD IN ALLPORTIONS OF EXISTING STRUCTURE TO REMAIN. VERIFY WITH OWNER AND ARCHITECT IFQUESTIONABLE.2. IN ADDITION TO ANY STRUCTURAL GRADE REQUIREMENTS, ALL EXPOSED WOOD BEAMS AND POSTSSHALL BE SELECTED FOR BEST APPEARANCE GRADE, WITH A MINIMUM OF KNOTS, CRACKS ANDCHECKS.3. CONTRACTOR SHALL PROVIDE ACCESS TO ALL ATTIC AREAS AND PLUMBING AS REQUIRED BY CODEAND SHALL CONFIRM ACCESS LOCATIONS WITH ARCHITECT PRIOR TO FRAMING.4. CONTRACTOR SHALL PROVIDE SCREENED THROUGH-WALL VENTILATION TO ENCLOSED GARAGEAREAS IF REQUIRED BY CODE AND SHALL CONFIRM VENT LOCATIONS WITH ARCHITECT PRIOR TOFRAMING.5. CONTRACTOR SHALL COORDINATE FRAMING WITH PROPOSED LOCATIONS OF ELECTRICAL,MECHANICAL AND PLUMBING WORK SO AS TO AVOID CHANGES IN FRAMING WHICH MIGHT CONFLICTWITH PROPOSED EQUIPMENT, FIXTURE OR DIFFUSER LOCATIONS.6. PROVIDE FRAMED OPENINGS FOR MEDICINE CABINETS DURING ROUGH FRAMING, CONFIRMING SIZE,LOCATION AND HEIGHTS OF OPENINGS WITH ARCHITECT PRIOR TO CONSTRUCTION.7. PROVIDE SOLID BLOCKING AT ALL CURBS, CANT STRIPS, LIGHTS, TRIM, GYPSUM BOARD ANDPLASTER ACCESSORIES, SHEET METAL FLASHING, RAILINGS AND ANY OTHERITEM/MATERIAL/ACCESSORY ATTACHED TO THE WALLS/FRAMING/STRUCTURE.8. ALL EXPOSED WOOD BEAMS, DECKING OR OTHER MEMBER INSTALLED PRIOR TO ENCLOSING THEBUILDING ENVELOPE AND COMPLETING ROOFING MEMBRANE SHALL BE PROTECTED DURINGCONSTRUCTION AGAINST MOISTURE, STAINING AND OTHER DAMAGE BY PROTECTING WITHWEATHERPROOF PLASTIC WRAPPERS AND ADDITIONAL PROTECTIVE MEASURES AS MAY BEREQUIRED.D: FRAMING, ETC.16. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING IN GOOD CONDITION ANY PORTIONS OF THE SITE TO REMAIN AND SHALL REPLACE OR REPAIR AT HIS EXPENSE ANY PORTIONS DAMAGED AS A RESULT OF THE WORK, CONSTRUCTION PROCESS OR EXPOSURE TO WEATHER. PRIOR TO COMMENCING CONSTRUCTION, THE EXISTING SITE IS TO BE CLEARED OF ALL SURFACE AND SUBSURFACE CONCRETE AND DEBRIS THAT INTERFERES WITH THE STRUCTURE OR SITE WORK. PRESERVE AND PROTECT EXISTING VEGETATION WHICH IS TO REMAIN AS DIRECTED BY THE OWNER. DO NOT STACK ANY CONSTRUCTION MATERIALS WITHIN 10' OF EXISTING TREES. EXCAVATE AND ROUGH GRADE SITE TO ACHIEVE ELEVATIONS SHOWN. SHORE ALL EXCAVATIONS AS NECESSARY TO PREVENT COLLAPSE OR EROSION. MAINTAIN SAFE CONDITIONS DURING ENTIRE PERIOD THAT EXCAVATION IS OPEN, INCLUDING NON WORK HOURS. JOBSITE SAFETY IS SOLELY THE CONTRACTOR'S RESPONSIBILITY. SHORING DESIGN / SHORING / DEMOLITION IS THE CONTRACTOR'S RESPONSIBILITY.17. CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY TOILET FACILITIES ON THE JOB SITE IF NECESSARY OR REQUIRED BY LOCAL CODE.18. CONTRACTOR SHALL REVIEW ALL ITEMS NOTED "VERIFY OR CONFIRM WITH OWNER OR ARCHITECT" WHICH MIGHT AFFECT COSTS PRIOR TO FINALIZING CONSTRUCTION CONTRACT AND SUBCONTRACTS, AND SHALL CONFIRM FINAL DECISIONS REGARDING SELECTION, MATERIALS, COLOR FINISH OR OTHER SPECIFICATIONS NOT YET DECIDED REGARDING THESE ITEMS. CONTRACTOR SHALL INCLUDE THE COST OF THESE ITEMS WITHIN THE ORIGINAL CONTRACT PRICE.19. UNLESS ITEMS ARE SPECIFICALLY ITEMIZED AS NOT INCLUDED IN CONTRACT (NIC), THEY WILL BE ASSUMED TO BE INCLUDED IN THE ESTIMATE OR CONTRACT PRICE.20. ANY ALLOWANCE ITEMS SHALL BE SPECIFICALLY IDENTIFIED AS ALLOWANCES AND INCLUDED IN THE ESTIMATE OR CONTRACT PRICE.21. PRODUCTS SPECIFIED OR INDICATED ON DRAWINGS ARE PRODUCTS DESIRED BY OWNER AND ARCHITECT AND SHALL BE UTILIZED UNLESS CONTRACTOR OBTAINS ARCHITECT'S AND OWNER'S ACCEPTANCE IN WRITING OF ANY SUBSTITUTIONS.22. NO PRODUCT WILL BE CONSIDERED AFTER BID TIME, OTHER THAN THAT WHICH HAS BEEN SPECIFIED, WITHOUT ARCHITECT'S AND OWNER'S APPROVAL. CONTRACTOR CAN REQUEST A SUBSTITUTION IN WRITTEN FORM NO LATER THAN THIRTY (30) DAYS AFTER START OF CONSTRUCTION. THE LETTER SHALL GIVE THE REASONS AND JUSTIFICATIONS FOR THE REQUEST FOR SUBSTITUTION, INCLUDING ANY ADJUSTMENTS TO COST. SUBSTITUTIONS ARE SUBJECT TO ARCHITECT'S REVIEW. CONTRACTOR SHALL WARRANT THAT SUBSTITUTIONS ARE ACCEPTABLE BY GOVERNING AUTHORITIES.23. THE GENERAL CONTRACTOR SHALL REIMBURSE ARCHITECT FOR LABOR AND OTHER COSTS INVOLVED IN PROVIDING, RESEARCH, ADDITIONAL DRAWINGS, DETAILS, OR ENGINEERING TO REVIEW SUBSTITUTIONS OR TO ADJUST THE DESIGN OR CONSTRUCTION DOCUMENTS DUE TO ERRORS, CHANGES, OR SUBSTITUTIONS MADE BY CONTRACTORS DURING CONSTRUCTION. SUCH REIMBURSEMENTS SHALL NOT BE INCLUDED IN THE PROJECT CONSTRUCTION COST AND SHALL BE PAID BY THE CONTRACTOR WITHOUT REIMBURSEMENT FROM THE OWNER.24. SUBSTITUTIONS REQUESTED ON BASIS OF DELIVERY DATES THAT MAY CAUSE PROJECT'S COMPLETION DATE TO BE DELAYED, DUE TO CONTRACTOR'S TARDINESS IN NOT ORDERING THE SPECIFIED PRODUCT ON TIME, WILL NOT BE CONSIDERED.25. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY EXTRA COSTS ARISING FROM THE EXECUTION OF HIS CONTRACT OR SUBCONTRACTS AND SHALL RECEIVE OWNER'S WRITTEN APPROVAL OF SAME PRIOR TO DOING THE WORK. THE OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO, OR DEDUCTING FROM THE WORK. THE CONTRACT SUM SHALL BE ADJUSTED ACCORDINGLY. CHANGES OR ALTERATIONS, ETC. SHALL BE APPROVED BY THE ARCHITECT PRIOR TO THE START OF THIS WORK. CHANGES NOT IN WRITING WILL NOT BE PAID/REIMBURSED.26. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING THAT ALL GENERAL AND SUBCONTRACT WORK IS BEING ACCOMPLISHED ACCORDING TO THE MOST CURRENT CONSTRUCTION DOCUMENTS, INCLUDING REVISIONS.27. THE CONTRACTOR SHALL CARRY IN FORCE ALL NEEDED INSURANCE, LICENSES, FEES, PERMITS, TAXES AS REQUIRED BY LAW FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MAINTAIN WORKMAN'S COMPENSATION, COMPREHENSIVE LIABILITY AND PERSONAL INJURY TO PROTECT HIMSELF AND HOLD THE OWNER AND THE ARCHITECT HARMLESS FROM ANY AND ALL CLAIMS FOR DAMAGES, FOR PERSONAL BODILY INJURY OR DEATH, OR PROPERTY DAMAGE, DURING THE COURSE OF THIS CONTRACT. THIRTY DAYS WRITTEN NOTICE OF CANCELLATION SHALL BE PROVIDED TO THE OWNER ON EACH OF THE ABOVE POLICIES. (FIRE INSURANCE SHALL BE MAINTAINED BY THE OWNER). $1,000,000 LIABILITY INSURANCE REQUIRED. ALL OF THE ABOVE POLICIES SHALL LIST CONTRACTOR IS PRIMARY TO ANY OTHER INSURANCE CARRIED BY OWNER AND ARCHITECT. UNLESS OTHER ARRANGEMENTS ARE MADE, OWNER SHALL PROVIDE ADEQUATE PROPERTY AND LIABILITY INSURANCE IN ADDITION TO CONTRACTOR'S INSURANCE TO COVER ALL NEW WORK. THIS INSURANCE SHALL INCLUDE THE INTERESTS OF THE OWNER AND CONTRACTOR IN THE WORK, BUT SHALL NOT RELIEVE CONTRACTOR OF HIS RESPONSIBILITIES UNDER THE CONTRACT OR AS ITEMIZED ABOVE.28. CONTRACTOR SHALL NOT USE ANY POTENTIALLY HAZARDOUS MATERIALS OR PRODUCTS IN THE CONSTRUCTION, AND SHALL ADVISE OWNER OF ANY POTENTIALLY HAZARDOUS MATERIALS OR PRODUCTS RECOMMENDED, SELECTED OR SPECIFIED PRIOR TO PURCHASING OR INSTALLING.29. CONTRACTOR SHALL PROVIDE PROPER VENTILATION, CLEARANCES AND FIRE PROTECTION FOR ALL NEW FIREPLACES, OVENS, HOT WATER HEATERS, FURNACES, VENTS AND FLUES AS REQUIRED BY THE DRAWINGS, SPECIFICATIONS AND CODE.30. CONTRACTOR IS TOTALLY RESPONSIBLE FOR DELIVERING A WATERPROOF/WATERTIGHT PROJECT. ALL DETAILS AND CONDITIONS ON PLANS SHALL BE REVIEWED BY CONTRACTOR BEFORE CONSTRUCTION. ARCHITECT SHALL BE NOTIFIED OF ANY CONDITIONS THAT MAY PRESENT A WATERPROOFING PROBLEM.31. ALL DEMOLITION SHALL BE DONE SAFELY AND IN A MANNER APPROPRIATE TO ANTICIPATE CONSTRUCTION. ALL DEMOLITION SHALL BE DONE IN A MANNER WHICH PROTECTS ADJOINING PROPERTY. DURING DEMOLITION NO MATERIALS SHALL BE STORED ON ANY FLOOR IN EXCESS OF THE ALLOWABLE LIVE LOAD FOR THAT FLOOR. DURING DEMOLITION ALL DEBRIS SHALL BE SUFFICIENTLY WET AT THE TIME OF HANDLING TO PREVENT DUST FROM ARISING. MATERIALS CLASSIFIED AS DEMOLITION SHALL BE REMOVED FROM THE SITE BY CONTRACTOR. REMOVE ALL EXISTING OBSOLETE ELECTRICAL, SECURITY, TELEPHONE EQUIPMENT AND WIRING. PROVIDE SHORING SYSTEM DURING DEMOLITION AND CONSTRUCTION AS REQUIRED TO PROTECT WORKMEN, MATERIALS, REMAINING BUILDINGS/IMPROVEMENTS, OTHER PROPERTIES, AND THE PUBLIC.32. CONTRACTOR SHALL PROVIDE FOR ALL NECESSARY PERMITS AND INSPECTIONS OTHER THAN PLAN CHECK AND BUILDING PERMIT FEES WHICH ARE TO BE PROVIDED BY THE OWNER. SUBCONTRACTORS ARE TO PAY FOR SUBTRADE PERMITS IN THEIR CONTRACTS.33. CONTRACTOR SHALL PROVIDE SUFFICIENT MEANS FOR PROTECTING EXISTING EXPOSED INTERIOR AND EXTERIOR FINISHES, NEW AND EXISTING CONSTRUCTION AND MATERIALS FROM DAMAGE BY OTHER TRADES, WEATHER, OR VANDALS FOR THE COURSE OF THE PROJECT. THE COST OF SAID PROTECTION SHALL BE INCLUDED IN THE BASE BID. SUBCONTRACTORS AND CONTRACTOR ARE TO ASSUME RESPONSIBILITY UNTIL OWNER TAKES POSSESSION OF PROPERTY. CONTRACTOR SHALL PROVIDE ALL BARRICADES, FENCES, AND OTHER ITEMS REQUIRED BY LOCAL ORDINANCES AND CODES.34. PRODUCTS SHALL BE DELIVERED IN MANUFACTURER'S ORIGINAL CONTAINERS OR PACKAGING, WITH IDENTIFYING LABELS. IN THE EVENT OF DAMAGE, IMMEDIATELY MAKE REPAIRS/REPLACEMENTS AS NECESSARY TO THE APPROVAL OF THE ARCHITECT AND NO ADDITIONAL COST TO THE OWNER. STORE PRODUCTS IN ACCORDANCE TO THE MANUFACTURE'S INSTRUCTIONS, WITH SEALS AND LABELS INTACT AND LEGIBLE. PROTECT PRODUCTS FROM DAMAGE BY THE ELEMENTS, CONDENSATION, TEMPERATURE CHANGES, ETC. FABRICATED PRODUCTS SHALL BE STORED ABOVE THE GROUND. ARRANGE STORAGE TO PROVIDE EASY ACCESS FOR INSPECTION. DO NOT OVERLOAD BUILDING OR ANY PART OF THE WORK UNDER CONSTRUCTION, OR EXISTING STRUCTURES. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE WORK AND PROPERTY DURING RAIN AT NO ADDITIONAL COST TO THE OWNER.35. DEPUTY INSPECTIONS ARE BY CODE THE RESPONSIBILITY OF THE OWNER. THE CONTRACTOR SHALL NOT EMPLOY DEPUTY INSPECTORS. INCLUDING BUT NOT LIMITED TO: FIELD WELDING / HIGH STRENGTH BOLTING / CONCRETE IN EXCESS OF 2,500 P.S.I. / GRADE BEAMS / RETAINING WALLS.36. CONTRACTOR SHALL PROVIDE THE OWNER WITH RECORD DRAWINGS INDICATING ALL ARCHITECTURAL, STRUCTURAL AND DIMENSIONAL CHANGES AND INDICATING THE LOCATION AND SIZE OF ALL UNDERGROUND CHANGES AND THE LOCATIONS OF ALL UNDERGROUND INSTALLATIONS NOT COVERED IN ORIGINAL DRAWINGS, CHANGE ORDERS, SUPPLEMENTAL DRAWINGS OR IN SHOP DRAWINGS. THE CONTRACTOR SHALL SUBMIT COMPLETED RECORD DRAWINGS TO THE ARCHITECT FOR HIS REVIEW. SUCH REVIEW SHALL NOT RELIEVE CONTRACTOR OF HIS RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF THE INFORMATION RECORDED.37. ALL WATERPROOFING SUBCONTRACTORS MUST BE FACTORY CERTIFIED/APPROVED APPLICATORS.38. ALL WATERPROOFING SUBCONTRACTORS MUST PROVIDE WARRANTY IN WRITING FOR NO LESS THAN 10 YEARS.39. ALL WATERPROOFING PERFORMED ON THE PROJECT MUST BE INSPECTED BY FACTORY AUTHORIZED REPRESENTATIVE/EMPLOYEE PRIOR TO BEING BACKFILLED OR COVERED. PROOF ANDCERTIFICATION OF SUCH INSPECTION MUST BE PROVIDED TO THE GENERAL CONTRACTOR.9. ALL ROOF BEAMS AND SUPPORTING POSTS SHALL BE ANCHORED TO PROVIDE RESISTANCE AGAINSTUPLIFT. POSTS SHALL BE ANCHORED TO THE FOOTINGS OR UNDER-FLOOR CONSTRUCTION. ALLANCHORAGE SHALL BE NOT LESS THAN 1/2" BOLTS OR 1/2" LAG SCREWS.10. CONTRACTOR AND FRAMING SUBCONTRACTOR TO USE ALL CONSTRUCTION DOCUMENTS(INCLUDING BUT NOT LIMITED TO ARCHITECTURAL, STRUCTURAL, ELECTRICAL, AND MECHANICALDRAWINGS) TO FRAME PROJECT.11. ALL HEAD-OUTS ARE THE RESPONSIBILITY OF THE CONTRACTOR.12. CONTRACTOR SHALL COORDINATE RECESSED LIGHTS AND SUPPLY/RETURN AIR VENTS WITH ROUGHFRAMING. SEE ELECTRICAL AND MECHANICAL DRAWINGS. BRING ALL CONFLICTS TO ARCHITECT'SATTENTION BEFORE FRAMING IS IN PLACE.13. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR LOCATION OF OPENINGSAND/OR SUPPORTS FOR THEIR RESPECTIVE ITEMS. REFER TO ARCHITECTURAL DRAWINGS FORSIZES OF ALL OPENINGS. NOTIFY ARCHITECT PRIOR TO CONSTRUCTION OF ANY INTERFERENCE ORINCOMPATIBILITY.14. NOT USED15. MAXIMUM MOISTURE CONTENT SHALL NOT EXCEED 19 % FOR ALL MEMBERS. CONTRACTOR SHALLANTICIPATE NORMAL SHRINKAGE OF WOOD FRAMING AND PREVENT DAMAGE TO FINISHES,PLUMBING, ETC.16. PROVIDE WASHERS UNDER HEADS AND NUTS OF BOLTS AND LAG SCREWS BEARING ON WOOD17. BOLT HOLES TO BE NOMINAL DIAMETER OF BOLTS PLUS 1/16" UNLESS OTHERWISE NOTED.18. SPACE STUDS AT 16" ON CENTER UNLESS OTHERWISE NOTED. STUDS SHALL BE INSTALLED FULLLENGTH WITH NO SPLICES PERMITTED. STUDS SHALL BE CUT ACCURATELY TO LENGTH TO RESTACCURATELY AND TO BEAR ON SILL.19. AT ALL CORNERS PROVIDE NOT LESS THAN 3 STUDS, LOCATED SO AS TO PROVIDE SURFACES FORATTACHMENT OF ALL INTERIOR AND EXTERIOR FACINGS.20. FOR FRAMING AROUND DOOR OPENINGS INSTALL TWO STUDS AT EACH JAMB CONTINUOUS FROMFLOOR TO STRUCTURE. TIE STUDS ADJACENT TO FRAMES SECURELY TO JAMB ANCHORS INFRAMES. STIFFEN JACK STUDS OVER OPENINGS WITH BRIDGING LOCATED APPROXIMATELY 6"ABOVE FRAME AND EXTENDING APPROXIMATELY 36" BEYOND JAMB ON EACH SIDE.21. BRIDGING SHALL BE PLACED IN STUD WEB OPENINGS AND SECURELY TIED IN PLACE.22. WOOD MEMBERS IN CONTACT WITH CONCRETE/MASONRY SHALL BE PRESSURE TREATED LUMBER.23. ALL NAILS SHALL BE COMMON, UNLESS NOTED OTHERWISE, USING GALVANIZED AT EXTERIORLOCATIONS & AT P.T. SILL24. ALL PLYWOOD SHALL BE MANUFACTURED UNDER PROVISIONS OF A.P.A. PRP-108, AND U.S. PRODUCTSTANDARD PS I-95. ALL PLYWOOD SHALL BE GROUP NO. 1 UNLESS NOTED OTHERWISE.25. PROVIDE 1X6 DIAGONAL LET-IN BRACES AT EACH WALL AND AT 20' MAX INTERVALS WITH 2-8D NAILSPER STUD. NOT REQUIRED WHERE PLYWOOD SHEATHING IS USED.26. ROUGH FRAMING HARDWARE SHALL BE SIMPSON STRONG.27. STUDDING: ALL WALLS 2"X6" @ 16" O/C UNLESS OTHERWISE NOTED.28. FIRESTOPPING: FIREBLOCK WALLS AND FUR WALLS SO THAT NO SPACE EXCEEDS 10' IN HEIGHT ORLENGTH BOTH VERTICALLY AND HORIZONTALLY. FIREBLOCK AT DOOR POCKETS. PROVIDEFIREBLOCKS AT DROPPED CEILINGS, SOFFITS, AND CEILING COBES/COFFERS. PROVIDE FIREBLOCKS BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF STAIR FLIGHT. PROVIDE CONTINUOUSFIREBLOCKS AT STAGGERED STUD WALLS. PROVIDE APPROVED FIRESTOPPING AROUNDPENETRATIONS AT FIRE BLOCKS FOR PIPES, VENTS, DUCTS, FIREPLACES, FLUES, ETC.. PROVIDEFIRE BLOCK AT ATTIC SPACES AND CHIMNEY CHASES FOR PREFABRICATED CHIMNEYS.29. FIREBLOCK SHALL BE CONTINUOUS AT STAGGERED STUD WALLS.30. DRAFT STOPS: PROVIDE DRAFT STOPS BELOW AND ABOVE ALL FLOOR-CEILING ASSEMBLIES ATEACH 1,000 S.F. MAX., EQUALLY DIVIDED.31. ALL WOOD TOP PLATES SHALL BE DOUBLED AND LAP SPLICED AT 4'-0" MIN. UNLESS NOTEDOTHERWISE.32. ALL CARPENTRY SHALL PRODUCE JOINTS TRUE, TIGHT AND WILL NAILED. ON ALL FRAMINGMEMBERS TO RECEIVE A FINISH, ALIGN FRAMING TO VARY NOT MORE THAN 1/8" IN EACH 8'-0".SHIMMING IS NOT ACCEPTABLE.33 ALL WALLS SHALL BE BOLTED TO FOUNDATION AS PER STRUCTURAL DRAWINGS ANDSPECIFICATIONS AND PER CODE. MINIMUM SILL PLATE 3"X4" (PRESSURE TREATED IF IN CONTRACTWITH CONCRETE).FLOOR JOISTS SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL TO THE JOISTS.PROVIDE SOLID BLOCKING UNDER ALL PERPENDICULAR PARTITIONS.34. HOLES BORED IN FRAMING MEMBERS SHALL BE APPROVED BY STRUCTURAL ENGINEER.35. WHERE PLYWOOD SHEATHING IS SPECIFIED, PROVIDE 1/8" GAP BETWEEN PANEL EDGES.36. FRAMING MEMBERS WITH WANE SHALL NOT BE USED IN SHEAR WALL FRAMING, OR SUPPORTINGPLYWOOD, GYPSUM BOARD, OR ARCHITECTURAL SPECIALTIES/FINISHES. ON OTHER WALLS WANESHALL NOT EXCEED 5% ON AGGREGATE OF FRAMING MEMBERS IN A WALL OR CEILING.37. GLUE-LAM TIMBER SHALL COMPLY WITH CODE, ANSI/AITC A 190/1, AND AITC 200, 117,1119, AND 109.SUBMITTED FULLY DETAILED SHOP DRAWINGS. GLUE-LAM TIMBER BE FABRICATED IN THE SHOP OFA CITY LICENSED FABRICATOR AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION BYAN APPROVED TESTING AGENCY.38. ALL NAILING, NOTCHING, CUTTING, BORING OF WOOD SHALL CONFORM TO THE DRAWINGS,SPECIFICATIONS, AND THE CODE.39. PROVIDE UNIFORM AND CONTINUOUS BEARING OF EQUAL OR GREATER WIDTH FOR ALL DOUBLEJOISTS, BEAMS, GIRDERS, AND LINTELS FROM POINT OF BEARING THROUGH TO FOUNDATION.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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 4, 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-0.1GENERAL NOTESAS SHOWNPA2022-0204
G: DOOR, WINDOWS1. CONFIRM MANUFACTURER'S DOOR, WINDOW, HARDWARE AND SCREEN SELECTIONS AND FINISHESWITH ARCHITECT FOR ALL UNITS PRIOR TO ORDERING.2. PRIOR TO INSTALLATION, ALL PAINTED WOOD DOOR AND WINDOW FRAMES SHALL BE PRIMED WITHAN APPROVED PRIMER COMPATIBLE WITH FINISH PAINT SPECIFICATIONS, INCLUDING BACK SIDES OFFRAMES, FRAME BUCKS AND END GRAIN CUTS. STAINED WOOD FRAMES SHALL BE BACK-PRIMED SOAS NOT TO SHOW IN FINISH.3. GLASS DOORS, ADJACENT GLASS PANELS WITHIN 24" OF DOORS, AND ALL GLAZED OPENINGS WITHIN18" OF THE ADJACENT FLOOR OR LANDING SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD.4. ALL GLASS USED FOR GLAZING EXTERIOR OPENINGS SHALL BE LIMITED IN AREA AND THICKNESSSHOWN BY TABLE NO. 17-C AND AS MODIFIED BY TABLE NO. 17-D OF THE BUILDING CODE.EXCEPTIONS NOS. 1, 2 AND 3 OF SECTION 91.1711 (A) ARE NOT APPLICABLE IN A "HIGH WINDVELOCITY" AREA.5. ALL OPENINGS IN EXTERIOR WALLS, INCLUDING WINDOWS AND DOORS, SHALL COMPLY WITH CITY OFL.A. SPECIFICATIONS FOR SECURITY OPENINGS. SEE SECURITY NOTES AND DOOR AND WINDOWSCHEDULES FOR ADDITIONAL INFORMATION.6. ALL EXTERIOR AND INTERIOR DOORS SHALL BE INSTALLED WITH 1-1/2 PAIR OF HINGES UNLESSNOTED OTHERWISE. VERIFY HINGE TYPE AND FINISH WITH ARCHITECT PRIOR TO ORDERING.7. EXTERIOR WOOD DOOR SILLS SHALL BE PER DOOR MANUFACTURER AND MARINE GRADE, UNLESSNOTED OR DETAILED OTHERWISE.8. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AT HEADS, JAMBS, AND MEETING STILES WITHCONTINUOUS INTERLOCKING TYPE BRONZE WEATHERSTRIPPING. ALL EXTERIOR DOOR SILLS SHALLBE PROVIDED WITH EXTRUDED BRONZE INTERLOCKING THRESHOLDS WITH CONCEALED BRONZEHOOKS AND RAIN DRIPS. WEATHERSTRIPPING SHALL BE PEMKO OR EQUAL AS APPROVED BYARCHITECT.SEE ENERGY SECTION FOR ADDITIONAL INFORMATION REGARDING WEATHERSTRIPPING, ETC.H: SECURITY NOTESFOR ALL OPENINGS MARKED AS SECURITY OPENINGS ON THE DOOR AND WINDOW SCHEDULES, THEFOLLOWING SHALL APPLY:1. SWINGING DOORSA. DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITHTHE JAMB.B. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREAWHEN THE DOOR IS CLOSED SHALL HAVE A NON-REMOVABLE HINGE PINS. INADDITIONTHEY SHALL HAVE MIN. 1/4" STEEL JAMB WITH 1/4" MIN. PROJECTION.C. THE STRIKE PLATE FOR LATCHES & THE HOLDING DEVICE FOR PROJECTING DEADBOLTSSHALL BE SECURED TO THE JAMB & WALL FRAMING WITH 2 1/2" LONG SCREWS.D. UNLESS NOTED OTHERWISE, ALL EXTERIOR DOORS SHALL BE FLUSH-TYPE DOORS, 13/4" THICK, WITH SOLID CORE CONSTRUCTION, & SHALL BE INSTALLED WITH DEADLOCKINGLATCHES. DEADBOLTS SHALL HAVE MIN. 1" THROW & MIN. 5/8" EMBEDMENT, STRAIGHTTYPE, & SHALL CONTAIN HARDENED INSERTS. LOCKS SHALL BE FLUSHKEY-OPERATED CYLINDERS ON EXTERIOR, & SHALL BE OPERABLE WITHOUT KEY, SPECIALKNOWLEDGE OR SPECIAL EFFORT ON INTERIOR.E. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THECYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TOGRIPPING TOOLS.F. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS COMPLYING WITH LOCAL CODE.2. SLIDING DOORSA. SLIDING GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS COMPLYING WITH LOCAL CODE.B. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SOCONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTEDTO THE TESTS SPECIFIED BY LOCAL CODE.C. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVINGPANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED ORPARTIALLY OPEN POSITION.3. WINDOWSA. ALL OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES.1. CONTRACTOR SHALL INCLUDE WITHIN THE SCOPE OF HIS WORK PREPARATION , PRIMING ANDFINISHING PAINTING OF EXTERIOR WALLS AFFECTED BY ADDITIONS AND REMODELING ANDINTERIOR WALLS AND CEILINGS, INCLUDING DOORS, SASH AND TRIM WORK. CONFIRM ANY EXPOSEDBEAMS, DECKING, CABINETS OR WOOD TO BE STAINED AND/OR CLEAR-SEALED PRIOR TO ORDERING.CONFIRM PAINT, STAIN AND FINISH SELECTIONS AND SPECIFICATIONS WITH ARCHITECT, SUBMITCOLOR SAMPLES AND APPLY SAMPLE COLORS ON ACTUAL SURFACES TO BE PAINTED FOR OWNER'SAND ARCHITECT'S REVIEW PRIOR TO ORDERING MATERIAL.2. BEFORE BEGINNING, INSPECT ALL WORK TO BE PAINTED OR STAINED AND REPORT TO ARCHITECTANY CONDITIONS WHICH WILL PREVENT A QUALITY FINISH FROM BEING ACCOMPLISHED.COMMENCING OF WORK BY THE CONTRACTOR INDICATES HIS ACCEPTANCE OF THE SURFACES.3. ALL SPACES SHALL BE BROOM CLEAN, AND ALL SURFACES TO BE PAINTED SHALL BE DRY ANDCLEAN.4. ALL WOODWORK SHALL BE CLEANED, SANDED AND DUSTED BEFORE PAINTING. ALL WOODWORKSHALL BE SANDED LIGHTLY BETWEEN COATS.5. AFTER PRIMING HAS DRIED, APPLY PIGMENTED WHITE SHELLAC TO ALL KNOTS, PITCH ANDSAPWOOD: PUTTY ALL NAIL HOLES, CRACKS, OPEN JOINTS AND OTHER DEFECTED.6. TOPS AND BOTTOMS OF ALL DOOR SHALL BE FULLY SEALED, AND PAINTED AFTER CUTTING ANDPRIOR TO HANGING.7. TO AVOID OVER PAINTING ON FINISHED HARDWARE, INCLUDING DOOR HINGES, ALL CABINETS, WOODWINDOWS, AND DOORS SHALL BE HUNG, COMPLETELY WEATHERSTRIPPED AND FITTED WITHLOCKSETS AND FINISH HARDWARE, THE ENTIRELY REMOVED AND STRIPPED OF HARDWARE FORFINISH PAINTING AND/OR STAINING.8. REMOVE ALL ELECTRIC PLATES, SURFACE HARDWARE, ETC., BEFORE PAINTING, PROTECT, ANDREPLACE WHEN COMPLETED.9. EXCEPT AS NOTED, ALL PAINT SHALL BE AS MANUFACTURED BY OR PRATT & LAMBERT APPROVEDEQUAL. ALL MATERIAL SHALL ARRIVE AT THE JOB IN UNBROKEN CONTAINERS WITHMANUFACTURER'S LABEL CLEARLY VISIBLE. UNLESS OTHERWISE NOTED, ALL PAINTS SHALL BEAPPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS.10. PAINTING COATS AS SPECIFIED ARE INTENDED TO COVER SURFACES COMPLETELY; IF NOT, FURTHERCOATS SHALL BE APPLIED.11. ALL EXTERIOR STAINS SHALL BE SIKKENS, MANDERS OR APPROVED EQUAL.12. PRIOR TO SEALING INTERIOR PLASTER OR DRYWALL, CONTRACTOR SHALL VERIFIED ANY SURFACESTO RECEIVE PAPER, AND SHALL OBTAIN WRITTEN APPROVAL OF THE SPECIFIC SEALER PRODUCT TOBE USED FROM THE PAPER MANUFACTURER AND HANGER.13. NATURAL WOOD FINISH INTERIOR PANELING, CABINETS, DOORS AND OTHER WOODWORK SHALL BESTAINED, IF REQUIRED, AND FINISHED WITH A FLAT EGGSHELL LACQUER SANDING SEALER ASSPECIFIED BY ARCHITECT. ON SOFT WOODS, APPLY A COAT OF SANDING SEALER PRIOR TOSTAINING. CONFIRM STAIN AND FINISH SELECTIONS WITH ARCHITECT AND PROVIDE FINISHEDSAMPLE ON THE ACTUAL WOODS USED FOR ARCHITECT'S AND OWNER'S APPROVAL PRIOR TOSTARTING WORK.14. EXTERIOR CONCRETE MASONRY UNITS TO BE CLEAR SEALED SHALL BE SEALED WITH AN ASHFORDFORMULA PENETRATION SEALER AS APPROVED BY ARCHITECT.15. PRIOR TO APPLICATION, CONTRACTOR SHALL ADVISE OWNER AND ARCHITECT OF ANY FINISHES,FACTORY OR SITE APPLIED, WHICH DO NOT OR CANNOT MEET HIGHEST QUALITY SPECIFICATIONSTANDARDS.16. ALL EXTERIOR SIDING AND WOOD TO BE BACK PRIMED PRIOR TO INSTALLATION.J: PAINTING1. PROVIDE 24" MINIMUM SEPARATION BETWEEN OPENINGS THROUGH OPPOSITE SIDES/SURFACES OFWALL INCLUDES ELECTRICAL BOXES, ELECTRICAL DEVICES, PIPES, DUCTS, ETC.) FILL JOIST/STUDSPACE WITH MINERAL FIBER INSULATION OF A MINIMUM R VALUE OF 13.2. APPLY APPROVED NON-HARDENING RESILIENT SEALS/SEALANTS AT ALL POINTS OF ENTRY. LIMITPENETRATIONS TO 144 SQ. IN.3. PIPES, DUCTS, AND VENTS WITHIN WALLS OR FLOOR/CEILINGS SHALL BE ISOLATED FROM THEBUILDING CONSTRUCTION/STRUCTURE AT POINTS OF SUPPORT WITH AN APPROVED 1/4" MINIMUMRESILIENT MATERIAL (RUBBER/SOFT NEOPRENE, ETC..). FILL JOIST/STUD SPACE AROUND PIPES,DUCTS AND VENTS WITH MINERAL FIBER INSULATION.4. INTERIOR WALLS AND FLOOR/ CEILINGS SHALL HAVE R-19 INSULATION. INSULATION SHALL BEINSTALLED FLAT WITH OUT WAVES/UNDULATIONS, AND LEAVING NO VOIDS. INSTALL PERMANUFACTURER'S RECOMMENDATIONS.5. ELECTRICAL BOXES SHALL HAVE EXCESS OPENINGS FILLED WITH APPROVED SEALANT. SEAL BACKAND SIDES OF BOX WITH 1/8" OF RESILIENT SEALANT AND BACKED A MINIMUM OF 2" THICK MINERALFIBER INSULATION. OUTLET BOXED(TV, PHONE, ETC.) SHALL NOT EXCEED A 6" MAXIMUM DIMENSION.6. APPLY CONTINUOUS APPROVED NON-HARDENING RESILIENT SEALANT AT JOINTS BETWEEN GYPSUMWALL BOARD AND CEILING/FLOORS. WALLS BEHIND TUBS, CABINETS, OR CONCEALED SPACESSHALL HAVE GYPSUM BOARD PANELS CONTINUOUS FROM CEILING TO FLOOR, AND THE JOINTSBETWEEN PANELS AND CEILING/FLOOR SHALL ALSO BE SEALED.7. ATTACH STAIR STRINGERS THROUGH GYPSUM WALLBOARD AND NOT DIRECTLY TO STUDS OROTHER STRUCTURAL MEMBERS.8. MECHANICAL, PLUMBING, OR OTHER NOISE GENERATING EQUIPMENT SHALL BE MOUNTED ONAPPROVED NEOPRENE RESILIENT PADS.9. PROVIDE SOUND GASKETS AT DOORS.10. THERE SHALL BE NO RIGID CONNECTIONS THROUGH ADJACENT ROOMS (E.G. PIPES).11. DUCTWORK SHALL BE RESILIENTLY ATTACHED TO FRAMING.12. WATER CLOSETS SHALL BE RESILIENTLY MOUNTED.13. RECESSED LIGHTING FIXTURES SHALL BE BACKED WITH SHEET LEAD OR OTHER PROVISION.14. AT ALL WALL, FLOOR/CEILING DIAPHRAGMS: FACE-LAYER JOINTS SHALL BE STAGGERED FROMBASE-LATER JOINTS.15. WRAP DRAINS/INTERNAL DOWNSPOUTS WITH FOAM LEAD WRAP. SUBMIT PRODUCT TECHNICALINFORMATION SHEET/CATALOG CUT.16. SOUND/FIRE BLOCKS SHALL BE PROVIDED AT WALLS/FLOOR ASSEMBLIES AT 10' INTERVALSHORIZONTALLY AND VERTICALLY. MATERIAL SHALL BE MINERAL FIBER OR GLASS FIBER OR OFAPPROVED NON-RIGID MATERIAL. SUBMIT TECHNICAL INFORMATION SHEET/CATALOG CUT OFPRODUCTS.17. WHERE A SECOND LAYER OF GYPSUM WALLBOARD IS REQUIRED FOR SOUND CONTROL JUST ON APORTION OF A WALL (SEE FLOOR PLANS TO IDENTIFY SOUND CONTROL WALLS), CONTINUEWALLBOARD INSTALLATION FOR THE ENTIRE LENGTH OF THE WALL TO AVOID A CHANGE IN PLANE.18. CARRY WALLBOARD SURFACE OF THE WALL BEHIND TUBS AND SHOWERS FROM FLOOR TO CEILING.19. LIGHTWEIGHT CONCRETE FLOORS MUST BE POURED BELOW ALL TUBS AND SHOWERS.ALL OPENINGS SHALL COMPLY WITH STATE CODE TITLE 24 ENERGY STANDARDS.FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR LEAKAGE. ALL EXTERIOR DOORS AND WINDOWS SHALLLIMIT AIR LEAKAGE AROUND PERIMETER WHEN IN A CLOSED POSITION.INSULATION IN ALL NEW WALLS TO BE R19 BATT INSULATION, IN NEW ROOFS TO BE R30 BATT INSULATION,AND R19 BATT INSULATION IN NEW FLOORS.N: ENERGY / INSULATION NOTESO: SOUND CONTROL10. ALL HOT AND COLD SHOWER AND TUB SUPPLY LINES SHALL BE MINIMUM 1"11. CONTRACTOR SHALL PROVIDE NEW MAIN UNDERGROUND SEWER LINES AND NEW WASTE LINES OFSUFFICIENT SIZE, INCLUDING ACCESSIBLE CLEANOUTS AT CONNECTIONS, BENDS OR ELSEWHERE ASREQUIRED BY CODE.12. STRAP ALL FIRE PLACE GAS LINES IN PLACE AND PRESSURE TEST FOR LEAKS, INCLUDING SECTIONOF LINES FROM KEY VALVES TO LOG LIGHTERS, AND REPAIR ANY LEAKS PRIOR TO ENCLOSINGWALLS. GAS LINE HOLES THROUGH FIREBOXES SHOULD BE GROUTED SOLID TO PREVENT PIPEMOVEMENT AND TO CLOSE ANY AIR LEAKAGE.13. ALL SANITARY SEWER PIPING SHALL BE CAST IRON UNLESS OTHERWISE APPROVED BY ARCHITECT.PLASTIC DRAIN, WASTE OR VENT PIPE, WHERE PERMITTED, SHALL BE A.B.S. AS APPROVED PER ASTMSTANDARD D2261-73. WASTE LINE INSIDE THE STRUCTURE ABOVE THE FIRST FLOOR LINE SHALL BEFULLY WRAPPED WITH INSULATION TO REDUCE SOUND.14. CATCH BASINS SHALL BE INSTALLED WHERE INDICATED ON PLANS OR REQUIRED BY JOB SITECONDITIONS, AND SHALL BE CONNECTED UNDERGROUND TO STREET OR STORM SEWER. CATCHBASINS SHALL BE CONCRETE AND PROVIDED WITH CAST IRON GRILLS.15. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, ALL UNDERGROUND STORM DRAIN LINESSHALL BE PVC MIN. SCHEDULE 40 AND MIN. 4" DIAMETER OR GREATER AS REQUIRED TO HANDLELOAD. ALL CONNECTIONS SHALL BE PROPERLY JOINED AND SEALED SO THAT THEY AREWATER-TIGHT. SEE ROOF SECTION FOR ADDITIONAL INFORMATION REGARDING COORDINATINGWITH ROOF DRAINAGE.16. LINE UNDER A PUBLIC SIDEWALK SHALL BE CAST IRON, MIN. 4" DIAM., CONSTRUCTED PER PUBLICWORKS REQUIREMENTS.17. CONTRACTOR SHALL EXAMINE ALL EXISTING PLUMBING PRIOR TO STARTING WORK, AND SHALLREPLACE ANY EXISTING PLUMBING IN POOR CONDITION, ADVISING OWNER OF EXTRA EXPENSEPRIOR TO DOING WORK.18. FLUSH OUT ALL NEW AND OLD WATER SUPPLY LINES PRIOR TO CONNECTING FIXTURES.19. CONTRACTOR SHALL MAINTAIN ADEQUATE AND CONSTANT WATER SUPPLY TO ALL EXISTINGPLUMBING FIXTURES, HOSE BIBS AND SPRINKLER SYSTEMS DESIRED BY OWNER DURINGCONSTRUCTION.L: MECHANICAL, SHEET METAL1. ALL SHEET METAL WORK SHALL BE IN ACCORDANCE WITH SMACNA MANUAL STANDARDS AND LOCALCODES.2. CONTRACTOR SHALL PROVIDE AIR CONDITIONING, GAS-FIRED FURNACES AND/OR FORCED AIRHEATING SYSTEM AS INDICATED ON PLANS. EQUIPMENT, DUCTS, AND REGISTERS SHALL BE SIZEDAND INSTALLED TO PROVIDE ADEQUATE AIR TEMPERATURE, VOLUME, DISTRIBUTION ANDCIRCULATION AT MINIMUM NOISE LEVELS. SYSTEM EQUIPMENT AND LAYOUT SHALL BE CONFIRMEDWITH OWNER AND ARCHITECT PRIOR TO ORDERING AND INSTALLATION.3. EXCEPT AS PROVIDED BY ARCHITECT IN THE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALLDESIGN, PREPARE NECESSARY PLANS, PROVIDE SIZING OF ALL HVAC EQUIPMENT ANDCALCULATIONS, HAVE PLANS CHECKED AND OBTAIN BUILDING PERMITS FOR THE HVAC SYSTEM.4. THE CONTRACTOR SHALL PROVIDE THE OWNER A LIST OF THE HEATING, COOLING, VENTILATING,WATER HEATER AND LIGHTING SYSTEMS AND CONSERVATION OR SOLAR DEVICES INSTALLED IN THEBUILDING AND INSTRUCTIONS ON HOW TO USE THEM EFFICIENTLY.5. FURNISH COMPLETE MAINTENANCE INFORMATION. REQUIRED ROUTINE MAINTENANCE ACTIONSSHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. LABEL SHALLBE AFFIXED TO ALL EQUIPMENT REQUIRING PREVENTIVE MAINTENANCE, AND A COPY OF THEMAINTENANCE INSTRUCTION SHALL BE PROVIDED FOR THE OWNER'S USE. CONTRACTOR TOPROVIDE OWNER COMPLETE MAINTENANCE INSTRUCTIONS, I.E.: BELT REPLACEMENT, OIL ANDLUBRICATING ALONG WITH INSTALLER'S NAME, ADDRESS AND PHONE NUMBER.6. PROVIDE SUBMITTAL SHOP DRAWINGS AND DETAILED MANUFACTURE'S SPECIFICATIONS FORARCHITECT'S REVIEW ON ALL MECHANICAL EQUIPMENT.7. CONTRACTOR TO THOROUGHLY CLEAN ALL PORTIONS OF THEIR WORK, REMOVE ALL DEBRIS ANDLEAVE INSTALLATION IN PERFECT CONDITION READY FOR USE.8. EER RATIN AND HEATING COMBUSTION EFFICIENCY RATIN OF EACH HVAC UNIT SHALL COMPLY WITHSTATE REQUIREMENTS.9. SPACE CONDITIONING EQUIPMENT SHALL HAVE A RATED CAPACITY NOT TO EXCEED THE DESIGNHEAT LOAD BY MORE THAN 30%.10. ALL EQUIPMENT SHALL BE C.E.C. CERTIFIED.11. ROOF SUPPORT FOR MECHANICAL EQUIPMENT AS SHOWN IN THE DRAWINGS SHALL BE ONPLATFORMS AND SHALL COMPLY WITH DIVISION 23 AND MEMORANDUM OF GENERAL DISTRIBUTION#69.12. ALL FURNACES, CONDENSERS, FANS OR OTHER NOISE-PRODUCING EQUIPMENT TO BE INSTALLEDINSIDE OR ON THE BUILDING STRUCTURE SHALL BE MOUNTED AND INSULATED SO AS TO MINIMIZESOUND TRANSMISSION TO USABLE AREAS. HANG ALL EQUIPMENT LOCATED IN ATTIC AREAS FROMROOF STRUCTURED (DO NOT INSTALL ON OR TOUCH CEILING STRUCTURE) AND USE RIBBEDNEOPRENE PADS, SOUND ISOLATORS, SPRING HANGERS AND /OR EQUIVALENT VIBRATION REDUCINGDEVICES TO ISOLATE EQUIPMENT FROM STRUCTURE. WHERE ADDITIONAL SOUND-PROOFING ISREQUIRED IN ATTIC AREAS, INSTALL SOUND INSULATED PARTITIONS AROUND EQUIPMENT.13. CONDENSER REFRIGERANT PIPING IN THE STRUCTURE SHALL BE INSTALLED SO AS NOT TO TOUCHSTRUCTURE, FRAMING OR WALL SURFACES. INSTALL FOAM RUBBER CUSHIONS AT PENETRATIONSTO SEPARATE PIPING FROM STRUCTURE.14. MAIN SUPPLY AIR DUCTS SHALL BE INSTALLED WIT H FLEXIBLE CONNECTIONS TO FURNACES OR FANCOILS.15. COMBUSTION AIR SHALL BE PROVIDED PER CODE. ADVISE ARCHITECT OF ANY VISIBLE OR EXPOSEDPORTIONS OF COMBUSTION AIR DUCTING OR VENTING PRIOR TO ROUGH WORK.16. DUCT WORK CONSTRUCTION: ALL DUCT WORK AND PLENUMS TO BE MADE OF GALVANIZED SHEETSTEEL IN ACCORDANCE WITH LATEST SMACNA STANDARDS AND APPLICABLE CODES. CONTRACTORSHALL SIZE DUCT WORK FOR S.P. NOT TO EXCEED 0.1" PER 100' LENGTH FOR A GIVEN. DUCTS MAYBE RECTANGULAR OR ROUND.17. IF FLEXIBLE ROUND DUCTWORK IS PROPOSED, PLEASE CONFIRM IN WRITING WITH ARCHITECT ANDOWNER PRIOR TO FINALIZING CONTRACT.18. UNLESS NOTED OTHERWISE, DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED PER 1976UMC CHAPTER 10.19. DUCT INSTALLATION: FOR THERMAL INSULATION, INSULATE ALL SUPPLY AND RETURN AIR DUCTWORK AND PLENUM WITH 2" THICK FIBERGLASS INSULATION WRAPPED AROUND WITH 2" OVERLAPAND WIRED ON #18 GALVANIZED WIRE @ 12" O.C. NRC RATING SHALL BE AT LEAST 0.82 ATFREQUENCIES ABOVE 1000. ALL DUCTS SHALL HAVE JOINTS AND SEAMS SEALED. FOR SOUNDINSULATION, INSULATE INTERIOR OF SUPPLY AND RETURN AIR PLENUMS WITH MIN. 1" THICKSOUND-ABSORBING INSULATION TO REDUCE NOISE. INSTALL SOUND TRAPS IN PLENUM ANDINSULATE BLOWER COMPARTMENT WHERE RETURN AIR REGISTERS ARE IN CLOSE PROXIMITY TOUNITS.20. EXPOSED OR ROOF-MOUNTED DUCT WORK SHALL BE LINED WITH INSULATION ON THE INSIDESURFACES, OVERSIZED ACCORDINGLY, AND SHALL BE WATER-PROOFED PER SPECIFICATIONSAPPROVED BY ARCHITECT.21. INSULATION LINING MUST BE APPROVED BY THE BUILDING DEPARTMENT AND SHALL MEET OREXCEED NFPA STANDARDS.22. NO STAMPED GRILLS WILL BE PERMITTED FOR REGISTERS OR DIFFUSERS. ALL DIFFUSERS ANDREGISTERS SHALL BE MANUALLY ADJUSTABLE, WITH DOUBLE DEFLECTION AND OPPOSED BLADEDAMPERS, UNLESS NOTED OTHERWISE.23. SUPPLY REGISTERS: METAL AIRE, AIR-MATE, ANEMOSTAT OR EQUAL WITH SURFACE MOUNTEDREMOVABLE PANES, FLAT WHITE FINISH, OR MATCH WALL COLOR, BLACK INTERIOR, WITHHAND-OPERATED VOLUME DAMPER CONTROLS.1. ALL SURFACES TO BE CLEAN, DRY, SMOOTH AND DUST FREE BEFORE APPLICATION OF ANYMATERIAL. MATERIALS & CONTRACTOR SHALL VERIFY CONDITION OF SUBSTRATE AND ITSSUITABILITY TO RECEIVE FINISH MATERIAL/COVER. WELDING SHALL BE DONE BY WELDERSCERTIFIED BY THE CITY OF IRVINE BUILDING DEPARTMENT.EXTERIOR AND INTERIOR WALL INSULATION SHALL BE INCOMBUSTIBLE.CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIRED BY THE PLUMBING, HVAC, AND OTHERINSTALLATIONS, AND AS REQUIRED BY CODE. ACCESS PANEL TYPE, FINISH AND LOCATION SHALL BEAPPROVED BY ARCHITECT PRIOR TO FABRICATION AND INSTALLATION.PROVIDE SEISMIC RESTRAINTS FOR ALL MECHANICAL EQUIPMENT COMPLYING WITH CODE.2. CONTRACTOR SHALL SUBMIT ACTUAL MATERIAL SAMPLES FOR ARCHITECT'S AND OWNER'S REVIEWOF ALL FINAL FINISH MATERIALS, PAINT AND STAINS PRIOR TO ORDERING MATERIALS.DRYWALL/INTERIOR PLASTER:3. UNLESS NOTED OTHERWISE, ALL PLASTER AND DRYWALL MATERIALS AND INSTALLATION SHALL BEACCORDING TO CURRENT U.S. GYPSUM HANDBOOK SPECIFICATIONS AND APPLICABLE CODEREQUIREMENTS. USE WATERPROOF DRYWALL IN ALL BATHROOMS, KITCHENS, JANITOR'S CLOSETSAND WET AREAS.4. STANDARD DRYWALL INSTALLATIONS: BLOCK ALL PANEL EDGES AND USE DRYWALL SCREWS FORALL PANEL INTERIOR (FIELD) FASTENING. ALL CORNER BEADS AND EDGE TRIM SHALL BE SET LEVELOR PLUMB, STRAIGHT AND TRUE AND CHECKED PRIOR TO TAPING. GO OVER TAPING AS MANY TIMESAS NECESSARY TO OBTAIN AN EVEN FINISH PRIOR TO APPLYING SKIM COAT. APPLY SKIM COAT ANDFINISH SMOOTH. NO TAPE JOINTS OR SCREW LOCATIONS SHALL BE VISIBLE. WHEN COMPLETELYDRY, ROLL ON PAINT PRIMER COAT (DO NOT BRUSH OR SPRAY), THEN SAND LIGHTLY TO SMOOTHFINISH. TOUCH UP DRYWALL AS REQUIRED AND SPOT PRIME TOUCH-UPS PRIOR TO APPLYING FINALPAINT COATS.5. GYPSUM WALL BOARD SHALL BE 5/8" THICKNESS UNLESS OTHERWISE NOTED AND TYPE X FIRERESISTANT GYPSUM BOARD WHERE REQUIRED BY THE APPLICABLE FIRE BUILDING CODES.6. INTERIOR 2-COAT GYPSUM WALLBOARD VENEER COAT INSTALLATIONS SHALL BE ACCORDING TOU.S.GYPSUM "IMPERIAL VENEER SYSTEM", 5/8" BASE BOARD PLUS 2-COAT "IMPERIAL" VENEERPLASTER, SMOOTH FINISH.7. INTERIOR PLASTER SHALL BE MINIMUM 2-COAT APPLICATION OVER 3/8" GYPSUM LATH BOARD.CONFIRM FINISH WITH ARCHITECT PRIOR TO STARTING WORK. USE KEENE'S CEMENT PLASTER ATALL BATHROOM AND WET AREAS.8. MARBLE OR GRANITE WORK SHALL BE IN ACCORDANCE WITH THE MASONRY INSTITUTE OFAMERICAN AND BUILDING STONE INSTITUTE GUIDELINES. VERIFY ALL CORNER, EDGE, SPLASH, ANDOTHER DETAILS WITH ARCHITECT PRIOR TO STARTING CONSTRUCTION.CERAMIC TILE/ STONE:9. ALL CERAMIC, MARBLE, GRANITE, SLATE OR OTHER TILE WORK SHALL BE ACCORDING TO CURRENTSTANDARDS AND SPECIFICATIONS OF THE TILE COUNCIL OF AMERICA AND CERAMIC TILE INSTITUTE.VERIFY ALL LAYOUTS, TRIM SHAPES, GROUT SELECTIONS AND WIDTH, AND OTHER SPECIFICATIONSWITH ARCHITECT PRIOR TO ORDERING TILE.10. UNLESS OTHERWISE SPECIFIED, TILE SHALL BE INSTALLED ON A WIRE-REINFORCED MORTAR BEDOVER A CLEAVAGE MEMBRANE. ALL DUST SHALL BE COMPLETELY WASHED OFF TILE PRIOR TOAPPLICATION OF THE BOND COAT. BONDING MORTAR SHALL % OF BOTH THE TILE AND THE SURFACETO BE COLORED APPROXIMATELY COVER 100 1/8" THICK. ON MARBLE TILE, USE GRAY BONDINGMORTAR WITH DARKER TILE, WHILE BONDING MORTAR WITH LIGHT COLORED TILE.11. THE USE OF GYPSUM BOARD FOR TILED WALLS OR CEILINGS IN SHOWERS AND OTHER WET AREAS ISPROHIBITED, EVEN FOR BACKING.12. THE USE OF WONDER BOARD OR DUROCK WILL BE ACCEPTABLE FOR TILE SETTING BED BACKINGONLY, AND ONLY WITH ARCHITECT'S WRITTEN APPROVAL AND IF A WATERPROOF MEMBRANE ISINSTALLED BEHIND BOARD OVER STUDS. USE FULL SHEETS WHEREVER POSSIBLE TO ELIMINATEJOINTS. APPLY MIN. 1/2" THICK MORTAR BED PLUS 1/8" BONDING OVER BACKING SURFACES.13. INSTALLATION OF QUARRY OR CLAY TILE, BRICK OR OTHER CERAMIC OR MASONRY PRODUCTSSHALL USE A MAX. OF .6 % BY WEIGHT LOW ALKALI SULFATE CEMENT MORTAR WITH CLEAN WASHEDSAND AND ALKALI SULFATE-FREE WATER TO CONTROL EFFLORESCENCE. CONTRACTOR SHALLREQUIRED TILE OR BRICK MANUFACTURER TO WICK TEST AND CERTIFY IN WRITING TO ARCHITECTTHAT MATERIAL IS NON-EFFLORESCENCE CONTRIBUTING.14. CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING ALL CERAMIC TILE AND OTHER FINISHMATERIALS WITH ENOUGH LEAD TIME SO THAT ORDERED MATERIAL CAN BE CONFIRMED ASACCEPTABLE, AND ANY UNACCEPTABLE MATERIAL REPLACED, WITHOUT DELAYING CONSTRUCTION.15. FINISH CAULKING FOR TUBS, COUNTERS, AND OTHER ITEMS SHALL BE COLOR-MATCHED SILICONLATEX CAULK.I: FINISHES, CABINETRY, RAILING, ETC.K: UTILITIES, PLUMBING, DRAINAGE, ETC. cont'd1. CONTRACTOR SHALL OBTAIN A SIGNED PLAN FROM THE POWER COMPANY WHICH APPROVES SIZES,LOCATIONS, AND SPECIFIC CLEARANCES OF MAIN SERVICE AND PANEL, ANY TRANSFORMERS, U.G.LINES, NEW POLES, OVERHEAD LINES, AND ANY OTHER RELATED ELECTRICAL INFORMATION OVERWHICH THE POWER COMPANY HAS AUTHORITY. CONTRACTOR SHALL SUBMIT APPROVED PLAN TOARCHITECT FOR REVIEW PRIOR TO START OF CONSTRUCTION.2. EXCEPT AS PROVIDED BY ARCHITECT IN THE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALLDESIGN, PREPARE NECESSARY PLANS, SCHEDULES, AND CALCULATIONS, HAVE PLANS CHECKEDAND OBTAIN BUILDING PERMITS FOR ALL ELECTRICAL SYSTEMS AND EQUIPMENT.3. UNLESS OTHERWISE NOTED, ALL CONDUITS SHALL BE CONCEALED IN STRUCTURE, ATTIC SPACESOR UNDERGROUND. ANY EXCEPTIONS ARE TO BE REVIEWED WITH AND CONFIRMED IN WRITING TOTHE ARCHITECT.4. IF REQUIRED, CONTRACTOR SHALL PROVIDE ADDITIONAL PANEL, CAPACITY, BREAKERS, CIRCUITS,ETC., AS REQUIRED FOR NEW ELECTRICAL LOADS, AND SHALL VERIFIED LOCATION AND SCOPE OFNEW OR EXPANDED SERVICE WITH THE OWNER AND ARCHITECT. CONTRACTOR SHALL CONFIRM ALLELECTRICAL LOADS AND REQUIREMENTS FOR EXISTING AND NEW APPLIANCES, HEATING AND AIRCONDITIONING SYSTEMS AND OTHER ELECTRICAL EQUIPMENT AND FIXTURES PRIOR TO FINALIZINGCONTRACT.5. CONTRACTOR TO ROUGH-IN BOXES AND HOUSINGS PER PLAN FOR ALL OUTLETS, SWITCHES,FIXTURES, TELEPHONE, T.V., ETC. FOR CLIENT AND ARCHITECT WALK THROUGH TO CONFIRM FINALLOCATIONS AND LAYOUT. THIS SHOULD BE ACCOMPLISHED PRIOR TO PULLING ANY CONDUIT ORWIRE.6. CONTRACTOR TO VERIFY CLEARANCES FOR ALL RECESSED FIXTURES AND ADVISE ARCHITECT OFANY CONFLICTS PRIOR TO ORDERING.M: ELECTRICAL NOTES17. HARDWOOD FOR FLOORS SHALL BE TOP GRADE KILN DRIED MATERIAL, DELIVERED TO THE JOB SITEAND ALLOWED TO ACCIMATIZE INSIDE THE FINISHED HEATED OR AIR CONDITIONED SPACE FOR ATLEAST TWO WEEKS PRIOR TO INSTALLATION. HARDWOOD FLOORS SHALL BE INSTALLED OVER AMEMBRANE LAYER OF ROSIN SIZED (PINK) PAPER OVER PLYWOOD SUBFLOOR. DO NOT USE FELT ORASPHALT PAPER. GENERAL CONTRACTOR AND FLOORING CONTRACTOR SHALL CONFIRMINSTALLATION AND FINISHING SPECIFICATIONS WITH ARCHITECT PRIOR TO ORDERING MATERIAL.18. FLOOR FINISH TO BE APPROVED BY OWNER AND ARCHITECT FROM SAMPLES SUBMITTED BYGENERAL CONTRACTOR.19. ALL CABINETRY AND MILL WORK SHALL BE ACCORDING TO CURRENT WOODWORKERS INSTITUTE OFCALIFORNIA HANDBOOK STANDARDS, PREMIUM GRADE. ALL DRAWERS AND SLIDING UNITS TO BEINSTALLED WITH FULL EXTENSION ACCURIDE # 4037 (24" MAXIMUM WIDTH) AND #4025 (42" MAXIMUMWIDTH) GUIDES OR EQUAL AS APPROVED BY ARCHITECT. CONFIRM CABINET STYLE, CONSTRUCTIONTYPE, HINGES AND HARDWARE WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION CONTRACT.CABINET SUBCONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF ALL CABINETS, COUNTERS,AND OTHER BUILT-IN CABINETRY TO ARCHITECT FOR REVIEW. A SAMPLE CABINET FRONT SHALL BEPROVIDED FOR OWNER'S AND ARCHITECT'S REVIEW PRIOR TO MANUFACTURING CABINETS. INSTALLPAIRS OF SMALL CLEAR RUBBER CUSHIONS INSIDE ALL DOORS AND DRAWER FRONTS FOLLOWINGCABINET INSTALLATION.20. ALL CUSTOM RUN WOOD MOLDINGS, PANELING AND OTHER MILLWORK SHALL BE TESTED BEFORE,DURING AND AFTER MILLING SO THE PROPER MOISTURE CONTENT (DRYNESS) IS CONSISTENTLYMAINTAINED.21. CONTRACTOR SHALL INCLUDE IN CONSTRUCTION CONTRACT INSTALLATION OF ALL FINISHHARDWARE, INCLUDING BUT NOT LIMITED TO CABINET PULL, KNOBS, DOOR STOPS, TOWEL BARS,TOILET PAPER HOLDERS AND OTHER MISCELLANEOUS ITEMS, REGARDLESS OF WHETHER THESEITEMS ARE SUPPLIED TO OWNER OR AN ALLOWANCE.22. CONTRACTOR SHALL REVIEW RAILINGS AND RAILING DETAILS WITH ARCHITECT PRIOR TO FINALIZINGCONTRACT. RAILING SUBCONTRACTOR SHALL SUBMIT SAMPLES AND DETAILED SHOP DRAWINGSFOR ARCHITECT'S REVIEW PRIOR TO MANUFACTURE.23. INSTALL SPARK ARRESTORS AT TOPS OF ALL CHIMNEYS: MIN. 12 GA. WELDED WIRE WITH A MAX.OPENING OF 1/2 INCH OR EQUAL.SEE PAINTING SECTION FOR PAINTING NOTES.I: FINISHES, CABINETRY, RAILING, ETC. cont'd20. ALL NEW HOT WATER HEATERS SHALL BE A.O. SMITH, NAUTILUS OR EQUAL, C.E.C. CERTIFIED, RAPIDRECOVERY, SIZED TO PROVIDE ADEQUATE VOLUME OF HOT WATER TO FIXTURES SERVED, ANDINSTALLED ON SMITTY PANS WITH CONCEALED DRAINS TO EXTERIOR. HEATER DRAINS AND T & PVALVES SHALL BE POSITIONED AND EXTENDED TO DRAIN INTO SMITTY PAN. ALL HOT WATERHEATERS OVER 4" FEET HIGH SHALL BE ANCHORED PER SECTION 91.4919 (D) AND MEMORANDUM OFTHE GENERAL DISTRIBUTION #2721. CONTRACTOR SHALL INSTALL AN INSULATED HOT WATER RECIRCULATING SYSTEM ON A TIMER TOALL FIXTURES, WITH PUMP AND TIMER LOCATIONS AT THE HOT WATER HEATER.22. SHOWER DRAINS SHALL BE INSTALLED SO TOP OF FINISH DRAIN STRAINER IS FLUSH OR 1/16"MAXIMUM BELOW FINISHED SHOWER FLOOR. USE DRAIN TYPE THAT ACCOMMODATES WEEP HOLESFOR THE SETTING BED.23. LOW FLOW PLUMBING FIXTURES AND HARDWARE, SEE NOTE 9 ON A-2.1.24. WATER CLOSETS + SHOWER HEADS SHOULD BE LOW CONSUMPTION TYPE.25. FIRE SPRINKLER SYSTEM IS REQUIRED FOR HOUSE AND GARAGE. SPRINKLER SYSTEM TO BEAPPROVED BY PLUMBING DIVISION PRIOR TO ACCESSORY BLDG. INSTALLATION.7. CONFIRM FIXTURE TRIM SELECTION, DIFFUSER AND FINISH OPTIONS WITH ARCHITECT PRIOR TOORDERING.8. ALL RECESSED FIXTURE TRIMS SHALL BE GASKETED AND TIGHT FITTING TO PREVENT LIGHT LEAKS.9. ALL WIRING SHALL BE COPPER, IN FLEXIBLE OR RIGID CONDUIT AS SPECIFIED BY CODE. NO "ROMEX "OR OTHER NON-CONDUITED WIRING PERMITTED.10. ELECTRICAL LIGHTING CONTROL SYSTEM AND DEVICES SHALL BE LUTRON HOMEWORKSINTEGRATED LIGHTING CONTROL SYSTEM. PROVIDE MASTER CONTROLS AS SPECIFIED BYARCHITECT. UNLESS NOTED OTHERWISE, ALL LOCAL SWITCHES SHALL BE VAREO DIMMINGCONTROL. CONFIRM MATERIAL AND COLOR OF ALL SWITCHES, OUTLETS, DEVICES AND COVERPLATES WITH ARCHITECT PRIOR TO ORDERING.11. VARIABLE SPEED SWITCHES FOR FANS OR ELECTRIC MOTORS SHALL BE CERTIFIED AND RATED FORMOTOR CAPACITIES.12. CONTRACTOR SHALL PROVIDE TITLE 24, FORM 5, IF REQUIRED.13. LIGHT CONTROLS SHALL BE 3'-10" TO CENTER ABOVE FINISHED FLOOR, UNLESS NOTED OTHERWISE.14. ALL WALL DUPLEX RECEPTACLES, TELEPHONE, T.V. AND OTHER OUTLETS SHALL BE MOUNTEDHORIZONTALLY 8" TO CENTER ABOVE FINISHED FLOOR, EXCEPT AT COUNTERS AND WHEREOTHERWISE NOTED.15. GROUND FAULT INTERRUPTER REQUIRED FOR ALL EXTERIOR OUTLETS, BATHROOMS, TEMPORARYPANELS AND OTHER WET AREAS REQUIRED BY CODE.16. INSTALL ONE 125/250 V 30 AMP OUTLET IN GARAGE AREA TO RECEIVE A HUBBEL OR EQUAL"INSULGRIP TWIST-LOCK" PLUG FOR TEMPORARY OUTDOOR PARTY USE. CONFIRM EXACT LOCATIONWITH ARCHITECT.17. IN COMMERCIAL APPLICATIONS, CONTRACTOR TO PROVIDE DUAL SWITCH OR DIMMER LIGHTINGCONTROL TO REDUCE BY AT LEAST ONE HALF THE CONNECTED LIGHTING LOAD IN A UNIFORMPATTERN FOR ALL AREAS LARGER THAT 100 SQUARE FEET WHICH ARE ALLOWED MORE THAT 1.0WATT PER SQUARE FOOT.18. EVERY DWELLING UNITS SHALL BE PROVIDED WIT SMOKE DETECTORS CONFORMING TO U.B.C.STANDARD 43-6. SMOKE DETECTORS SHALL BE LOCATED IN EVERY ROOF USED FOR SLEEPINGPURPOSES AND IN CORRIDORS OR AREAS GIVING ACCESS TO SUCH ROOMS. DETECTORS SHALL BEMOUNTED ON THE CEILING OR ON A WALL WITHIN TWELVE (12) INCHES OF THE CEILING WHENLOCATED IN A ROOM AND IN THE CEILING OR WALL AT A POINT CENTRALLY LOCATED IN THECORRIDOR OR AREA GIVING ACCESS TO SUCH ROOMS. IN AN EFFICIENCY DWELLING UNITS, THEDETECTOR SHALL BE LOCATED ON THE CEILING OF THE MAIN ROOM. WHERE SLEEPING ROOMS AREAN AN UPPER LEVEL, A DETECTOR SHALL BE PLACED AT THE CENTER OF THE CEILING DIRECTLYABOVE THE STAIRWAY. ALL DETECTORS SHALL BE LOCATED IN ACCORDANCE WITH APPROVEDMANUFACTURER'S INSTRUCTIONS. WHERE ACTUATED, THE DETECTOR SHALL PROVIDE AN ALARM INTHE DWELLING UNIT. CONFIRM TYPE AND LOCATIONS OF ALL DEVICES WITH OWNER PRIOR TOORDERING AND WIRING. SEE E1 + E2 FOR LOCATIONS.19. SMOKE ALARMS SHALL BE "FIREX", 120 VAC, MODEL G-6 (NO. 0406) AS MANUFACTURED BYMAPLE/CHASE CO. AND AS APPROVED BY LOCAL AGENCIES HAVING JURISDICTION.20. CONTRACTOR TO REVIEW AND CONFIRM THE COSTS AND INSTALLATION REQUIREMENTS OF THEFIRE ALARM SYSTEM, SECURITY SYSTEM, LIGHTING CONTROL SYSTEM, STEREO WIRING, INTERCOMSYSTEM, LOW VOLTAGE LANDSCAPE LIGHTING, AND OTHER SPECIAL SYSTEMS OR ELECTRICALREQUIREMENTS WITH ARCHITECT AND OWNER PRIOR TO FINALIZING CONTRACT.21. UNLESS NOTED OTHERWISE, PRE-WIRING FOR T.V. AND TELEPHONE SHALL BE DONE IN CONDUITSWHERE NOT ACCESSIBLE IN ATTIC OR CRAWL PLACES. FOR TELEPHONES, UNLESS NOTEDOTHERWISE, USE NO LESS THAT THREE PAIR WIRE TO EACH TELEPHONE JACK LOCATION WITH HOMERUNS TO MAIN SERVICE, AND CONFIRM ANY SPECIAL WIRING REQUIREMENTS OR SPECIFICATIONSWITH OWNER AND ARCHITECT PRIOR TO ORDERING WIRE.22. ALL WIRING AND DEVICES SHALL BE NEW. HOWEVER, CONTRACTOR MAY REUSE EXISTING BOXESAND CONDUIT IF TO CODE, IN GOOD CONDITION AND PROPERLY LOCATED. OTHERWISE REPLACEWITH NEW.OTHER FINISH ITEMS:16. ALL SHEET VINYL OR VINYL TILE FLOORS SHALL BE PREPARED WITH THE INSTALLATION OF ASMOOTH HARDWOOD VENEER PLYWOOD UNDERLAYMENT, MINIMUM 1/4" THICK, WATERPROOF GLUE.ALL BUMPS, PROTRUDING EDGES OR OTHER HIGH POINTS SHALL BE REMOVED OR SANDED SMOOTH,AND ALL HOLES, CRACKS OR OTHER DEPRESSIONS SHALL BE FILLED SO THAT THERE IS NOAPPARENT UNEVENNESS TO THE FINISHED FLOOR. WHERE REQUIRED, INSTALL ADDITIONALPLYWOOD UNDERLAYMENT AS NECESSARY BETWEEN FINISH 1/4" UNDERLAYMENT AND STRUCTURALSUBFLOOR SO FINISH VINYL FLOOR IS FLUSH WITH ADJACENT FINISH FLOORING.1. GENERAL CONTRACTOR SHALL CONFIRM ARRANGEMENTS FOR ANY TEMPORARY POWER ANDTELEPHONE SERVICE WITH OWNER PRIOR TO FINALIZING CONTRACT. SEE ELECTRICAL NOTES FORADDITIONAL NOTES. SEE ELECTRICAL PLANS FOR ELECTRICAL WORK.2. EXCEPT AS PROVIDED BY ARCHITECT IN THE CONSTRUCTION DOCUMENTS, CONTRACTOR SHALLDESIGN, PREPARE NECESSARY PLANS, HAVE PLANS CHECKED AND OBTAIN BUILDING PERMITS FORALL PLUMBING SYSTEMS AND EQUIPMENT.3. CONTRACTOR SHALL REROUTE ANY EXISTING UTILITY LINES, CONDUITS OR EQUIPMENT IN CONFLICTWITH NEW CONSTRUCTION AND SHALL CONFIRM REROUTING WITH ARCHITECT, AND SHALL NOTESUCH REROUTING ON THE RECORD DRAWINGS.4. CONTRACTOR SHALL PROVIDE AND INSTALL NEW UNDERGROUND WATER AND GAS SUPPLY LINESAND VERIFY THAT METER, MAIN, TANK AND LINE SIZES ARE ADEQUATE TO PROVIDE ACCEPTABLEPRESSURE AND VOLUME TO ALL FIXTURES AND APPLIANCES.5. ALL NEW WATER SUPPLY LINES SHALL BE COPPER AND ALL NEW AND ACCESSIBLE EXISTING HOTWATER LINES SHALL BE INSULTED WITH R-3 00 OR GREATER PIPE INSULATION WITH VAPOR BARRIER.NO SOFT COPPER LINES PERMITTED. WATER LINES SHALL BE CUSHIONED WHERE PENETRATION ORTANGENT TO WOOD FRAMING TO REDUCE SOUND.6. ALL UNDERGROUND COPPER LINES SHALL BE TYPE L.7. COPPER LINES SHALL HAVE ISOLATION COUPLINGS WHERE CONNECTING TO EXISTING GALVANIZEDIRON OR STEEL PIPE WHICH CANNOT BE CHANGED TO COPPER.8. MAIN WATER LINE TO DOMESTIC SYSTEM SHALL BE INSTALLED WITH SEPARATE GATE VALVE ANDPRESSURE REGULATOR AT HOUSE ENTRY POINT.9. HOSE BIBS AND IRRIGATION SYSTEMS SHALL BOTH BE CONNECTED TO BUILDING WATER SYSTEM,BUT SHALL BE FED FORM MAIN WATER LINE BEFORE BUILDING SYSTEM PRESSURE REGULATOR ANDMAIN VALVE.K: UTILITIES, PLUMBING, DRAINAGE, ETC.24. FLOOR REGISTERS SHALL BE REINFORCED, LINEAR BAR TYPE GRILLS, METAL AIRE, AIR-MATE,ANEMOSTAT, OR EQUAL AS APPROVED BY ARCHITECT.25. RETURN REGISTERS: REGGIO CAST IRON OR EQUAL, OTHERWISE SAME AS SUPPLY REGISTERNOTES.26. ALL SUPPLY AND RETURN REGISTERS OR DIFFUSERS SHALL BE SELECTED FOR A NOISE LEVEL NOTTO EXCEED 20 N.C.27. SEE INTERIOR ELEVATIONS AND REFLECTED CEILING PLANS FOR EXACT REGISTER AND DIFFUSERHEIGHTS AND LOCATIONS PRIOR TO INSTALLATION OF ROUGH DUCT WORK.28. ALL DUCT INTERIORS BEHIND SUPPLY AND RETURN REGISTERS WHICH ARE VISIBLE SHALL BESPRAYED MATTE BLACK PRIOR TO INSTALLING REGISTERS.29. PROVIDE HONEY WELL T8200 "CHRONOTHERM" OR EQUAL THERMOSTATS WITH ON/OFF SWITCH AND24 HOUR CLOCK SET BACKS AT LOCATIONS SHOWN ON PLANS. SYSTEM AND THERMOSTATS SHALLBE EQUIPPED WITH "FAN ONLY" CAPABILITY. THERMOSTAT SELECTION SHALL BE CONFIRMED WITHARCHITECT PRIOR TO FINALIZING CONSTRUCTION CONTRACT.30. CONTROLS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 10 DEGREESBETWEEN FULL HEATING AND COOLING.31. ALL BATHROOM EXHAUST FANS, RANGE VENTS AND BUILT-IN OVENS SHALL BE VENTED TO THEOUTSIDE. CONFIRM ALL VENT LOCATIONS WITH ARCHITECT PRIOR TO DUCTING.32. SEE ENERGY SECTION FOR ADDITIONAL INFORMATION REGARDING THERMOSTATS, INSULATION, ETC.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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 4, 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-0.2GENERAL NOTESAS SHOWNPA2022-0204
1000: MANUFACTURED PRODUCTSA.CONTRACTOR TO OBTAIN PRODUCT LITERATURE ON ALL MANUFACTURED PRODUCTS IN THESE SPECIFICATIONS.LITERATURE TO BE KEPT IN BINDER ON SITE. MANUFACTURER RECOMMENDATIONS ON ANY PRODUCT USED ON ORIN CONJUNCTION WITH THIS PROJECT SHALL BE STRICTLY FOLLOWED UNLESS IT IS IN CONTRADICTION WITH THISPROJECT SHALL BE STRICTLY FOLLOWED UNLESS IT IS IN CONTRADICTION WITH THE DRAWINGS ANDSPECIFICATIONS. IF THIS OCCURS NOTIFY ARCHITECT IN WRITING IMMEDIATELY.3015: CONCRETE - EXTERIORA.MOISTURE BARRIER: EXTERIOR SLABS SHALL BE POURED OVER ONE 2"-LAYER OF COMPACTED SAND, OVER 10 MIL.VISQUEEN, OVER ONE 2"-LAYER OF COMPACTED SAND. SEE STRUCTURAL FOR CONCRETE SLAB SPECIFICATIONS.3020: CEMENTITIOUS SLOPE FILLA.CEMENTITIOUS NON-SHRINK UNDERLAYMENT MIX, CAPABLE TO BE FEATHER EDGED AND TO RECEIVEWATERPROOFING MEMBRANES, AND TILE/STONE FINISHES. SUBMIT PRODUCT SPEC. SHEET FOR APPROVAL.3050: LIGHWEIGHT CONCRETE / GYP CRETEA.PROVIDE GYPCRETE UNDER ALL CARPETED FLOORS.SEE STRUCTURAL FOR SPECIFICATIONS (BID L.W. CONC ASALT)B.MATERIAL: LIGHTWEIGHT CELLULAR CONCRETE. FILL TO UNIFORM 1 THICK FINISH TO SMOOTH PLANE.C.VAPOR BARRIER: ASPHALT IMPREGNATED 20/20 KRAFT PAPER-DO NOT USE POLYETHYLENE FILM. CONCRETESTRENGTH ANDD.DENSITY: 1,500 P.S.I. 105-115 P.C.F.E.CONTROL JOINTS: INSTALL "DECK-LOCK" SHRINKAGE CONTROL JOINTS AT 20 SQ. FT. +/-, AND AT DOORWAYS,ALCOVES, AND SIMILAR DEPARTURES FROM RECTANGULAR CONFIGURATIONS. SUBMIT PRODUCT SPECIFICATIONSHEETS FOR APPROVAL.4200: CONCRETE BLOCKA.CONCRETE BLOCK UNITS BY "ORCO BLOCK CO." "ANGELES BLOCK CO." TO BE USED @ MASONRY FIREPLACESONLY. ALL FOUNDATIONS AND RETAINING WALLS TO BE OF POURED IN PLACE CONCRETE.B.PROVIDE EXPANSION/CONTROL JOINTS AS REQUIRED/NECESSARY.C.WHERE CONCRETE WALL ABUTS/MEETS OR INTERFACES WITH A WOOD STUD FRAMED WALL PROVIDEINTERLOCKING SHEET METAL EXPANSION JOINT TO MINIMIZE DAMAGE TO FINISH MATERIALS DUE TO DIFFERENTIALMOVEMENT.D.WATERPROOFING: CONCRETE BLOCK WALLS TO BE WATERPROOFED SHALL BE FINISHED IN A MANNER SUITABLETO RECEIVE WATERPROOFING MEMBRANE. STRICTLY FOLLOW RECOMMENDATIONS OF MEMBRANEMANUFACTURER. SEE SECTION3000: FOOTINGS/STEMWALLS/RETAINING WALLSA.CONTRACTOR IS TO VERIFY EXISTENCE OF HIGH LEVELS OF SULFUR OR ALKALINITY IN SOIL. IF SUCHCONDITIONS EXIST, USE TYPE V CONCRETE IN ALL APPLICATIONS WHERE CONCRETE IS ON TOP OF , NEXT TO,OR SURROUNDED BY SOIL.B.ALL FOOTINGS, STEM-WALLS, AND RETAINING WALLS TO RECEIVE WATERPROOFING. FOOTINGS AND RETAININGWALL TO BE WATERPROOFING WITH ROLL-ON BITUTHENE.C.STEM WALLS TO BE WATERPROOFED WITH PROCOR TO TOP OF STEM WALL.D.BASEMENT WALL TO BE WATERPROOFED WITH BITHUENE W.R. GRACE 3000 WITH HYDRO DUCT 2 ORAPPROVED EQUALE.FOOTINGS AT BASEMENTS TO BE COMPLETELY WATERPROOFED INCLUDING UNDER-FOOTING AREA.F.CONCRETE SHALL BE FINISHED IN A MANNER SUITABLE TO RECEIVE WATERPROOFING; STRICTLY FOLLOWRECOMMENDATIONS OF MEMBRANE MANUFACTURER FOR SURFACE PREPARATION AND USE OF PRODUCTS.1002: PROTECTIONA.CONTRACTOR TO PROVIDE PROTECTION TARP OVER RESIDENCE WHEN THERE IS ANY CHANCE OF RAIN, TOPROTECT SURFACES. NEW FLOORS TO BE COVERED AND PROTECTED DURING CONSTRUCTION. CONTRACTOR ISRESPONSIBLE FOR REPLACING DAMAGED EXISTING ITEMS OR SURFACES AT NO ADDITIONAL COST TO OWNER.1003: LAYOUTA.SITE MEETING REQUIRED TO REVIEW CONDITIONS WITH ARCHITECT BEFORE FRAMING BEGINS. CONTRACTOR TOLAYOUT ELECTRICAL, H.V.A.C., AND SPRINKLERS ON SLAB BEFORE FIRST FLOOR FRAMING TO MINIMIZE HEAD-OUTS.REPEAT LAYOUT ON FIRST FLOOR SHEATHING FOR CEILING JOISTS.1500: ACCESSA. OWNER WILL NOT OCCUPY RESIDENCE OR PROMISES DURING CONSTRUCTION.B. CONTRACTOR IS RESPONSIBLE FOR THE SITE SECURITY.3010: CONCRETE - UNDER SLAB WATERPROOFINGA.WHERE CONCRETE WALLS ABUT/MEETING OR INTERFACES WITH A WOOD STUD FRAMED WALL PROVIDEINTERLOCKING SHEET METAL EXPANSION JOINT TO MINIMIZE DAMAGE TO FINISH MATERIALS DUE TODIFFERENTIAL SETTLEMENT.B.CONCRETE SLAB ON GRADE SHALL BE INSTALLED OVER AMERICAN COOLOID-CETCO "VOLTEX" BENTONITEGEOTEXTILE WATERPROOFING MEMBRANE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. BID ASALTERNATE: INSTALL CONCRETE SLAB ON GRADE OVER 1 LAYER OF 2" MIN. COMPACTED SAND, OVER 1 LAYEROF 10 MIL VISQUEEN VAPOR BARRIER OR BETTER, OVER 1 LAYER OF 2" MIN. OF COMPACTED SAND. SEESTRUCTURAL FOR REINFORCING.C.CONTROL JOINTS: PROVIDE TOOLED CONTROL JOINTS AT 10'-0" O/C. AREAS OF SLAB DELIMITED BY CONTROLJOINTS SHALL NOT EXCEED A MAXIMUM LENGTH TO WIDTH RATIO OF 1.5:1.4500: MASONRY FIREPLACESA.FOR FIREBOX INTERIORS, USE SPLIT FIREBRICK WITH THE 1-1/2" THICKNESS EXPOSED IN A HERRINGBONE PATTERNCENTERED ON THE FIREBOX OPENING. PRESENT COLOR OPTIONS FOR FIRE BRICK FOR ARCHITECT AND OWNERAPPROVAL. TO BLEND WITH EXTERIOR LIMESTONE VENEER.B.MINIMIZE GROUT SIZE (1/16" +/-)C.CONTRACTOR IS RESPONSIBLE THAT FLUE DRAW PROPERLY. CALCULATE SIZE OF FLUE PER THE FIREBOX OPENINGSIZE. FLUE BY SELKIRK METALBESTOS INSTALLED PER MANUFACTURER SPECIFICATIONS.D.PROVIDE 2" CLEARANCE BETWEEN WOOD AND MASONRY.E.PROVIDE AIR INTAKE ON ALL EXTERIOR WALL FIREPLACES.F.LOCATE OPENING LOW & CENTERED.5100: STRUCTURAL STEELA.SEE STRUCTURAL DRAWINGS FOR SIZES AND SPECIFICATIONS. CONTINUOUS INSPECTION REQUIRED AS NOTED.B.CONTRACTOR TO INCLUDE COST OF ALL INSPECTIONS IN BID.C.SUBMIT COMPLETE SHOP DRAWINGS FOR REVIEW BY STRUCTURAL ENGINEER.D.SHOP PRIME STRUCTURAL STEEL WITH "RUSTOLEUM #5769 PRIMER". APPLY TWO COATS OF PRIMER WHERESTEEL/METAL WORK WILL BE INACCESSIBLE AFTER ERECTION/INSTALLATION.6410: CABINETRYA.SEE CABINET SCHEDULE FOR MATERIAL SPECIFICATIONS.B.&2175$&725723529,'(6+23'5$:,1*621;5(352'8&,%/(6+((760,1,080ò 6&$/()25REVIEW BY ARCHITECT. SHOP DRAWINGS TO SHOW GRAIN DIRECTION OF WOOD, AND ALL SPECIAL CONDITIONSDETAILED.C.CALL OUT ANY INCONSISTENCIES WITH DESIGN INTENT.D.CONTRACTOR SHALL VERIFY THAT ARCHITECTURAL WOODWORK AND CARPENTRY WILL BE FABRICATED ANDINSTALLED IN COMPLETE ACCORDANCE WITH THE ORIGINAL DESIGN, APPROVED SHOP DRAWINGS, ANDRECOMMENDATIONS OF W.I.C. STANDARDS.E.CONTRACTOR SHALL PROVIDE SAMPLE OF FINISHED CABINET DOOR AND FRAME.F.CABINET INTERIORS TO BE BIRCH VENEER PLYWOOD WITH CLEAR SEALER.G.DRAWERS TO BE SOLID MATERIAL SIDES WITH DOVETAIL JOINTS.H.PROVIDE PLUGS TO COVER EXPOSED SCREWS INSIDE ALL DRAWERS CABINETRY6430: WOOD PLANK FLOOR SELECTIONA.MATERIAL: PER INTERIOR DESIGNERB. FINISH: PER INTERIOR DESIGNERC.MINIMUM PLANK LENGTH: PER INTERIOR DESIGNER7000: ROOF UNDERLAYMENTA.CLASS 'A' TORCH DOWN MODIFIED BITUMEN SANDWICH ALL ROOF FLASHING & L.A.R.R. EDGE MATERIAL WITHMODIFIED BITUMEN.B.INSTALLATION SHALL COMPLY WITH CODE REQUIREMENTS, AND WITH ALL STANDARDS, RECOMMENDATIONS ANDREQUIREMENTS OF N.R.C.A.C.ALL ROOFING INSTALLATIONS SHALL INCLUDE UNDERLAYMENT PER MAUNFACTURER'S SPECIFICATIONS.D.ROLL MEMBRANE DOWN AT VERTICAL SURFACES AT EDGES OF ROOF A MIN. OF 3"7110: DECK WATERPROOFINGA.ELASTO-DECK B.T. BY PACIFIC POYMERS (714)-898-0025, COORDINATE WITH COVER L-38B.TYPE 1 FOR HORIZONTAL APPLICATIONS A BLACK LIQUID APPLIED SINGLE COMPONENT MOISTURE CUREDPLYURETHANE SYSTEM. TYPE 2 FOR VERTICAL APPLICATIONS. INSTALL OVER SLOPED PLYWOOD SUBSTRATE.INSTALL 90 MILS THICK SEE MANUFACTURER'S RECOMMENDATIONS AND SPECIFICATIONS.C.6/23(68%675$7(0,1,080ó 72:$5'6'5$,1'5$,172%(-560,7+'68%675$7(6+$//%(MIN. EXT. GRADE PLYWOOD. PROVIDE OVERFLOW DRAIN PER U.B.C. SEC. 1506.3D.PROVIDE MANUFACTURER RECOMMENDED PENETRATION FLASHING AND VENTING.E.PROVIDE L METAL FLASHING AT PERIMETER AND WALL/VERTICAL SURFACE TRANSITION.F.PROVIDE OVERFLOW SCUPPERS @ ALL ROOF DECKS IF WATER CAN DAM OVER FRENCH DOOR PANS. OVERFLOWSCUPPERS TO BE LOWER THAN DOOR PANS.7120: EXTERIOR FINISH UNDERLAYMENTA. APPLY ONLY OVER SOLID PLYWOOD SUBSTRATE.B. INSTALL IN STRICT ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS.C.(2) LAYERS OF DOUBLE PLY REINFORCED WATERPROOF ASPHALT IMPREGNATED LAMINATED PAPERCONFORMING TO REQUIREMENTS OF FED SPEC UU-B-790B AND APPLICABLE BUILDING CODES.D.PAPER MUST NOT BE EXPOSED TO SUNLIGHT FOR MORE THAN 3 MONTHS FOR GRADE D PAPER AND 30 DAYSFOR GRADE B PAPER PRECEDING EXTERIOR FINISH APPLICATION.E. BUILDING PAPER TO BE APPLIED HORIZONTALLY WITH A STAPLE GUN, STARTING AT THE BASE OF THE WALLOVER WEEP SCREED. PROVIDE A @ "HORIZONTAL OVERLAP WITH EACH SUCCEEDING COURSE, AND A 6" OVERLAPVERTICALLY WHEN STARTING A NEW ROLL. WRAP THE PAPER 4" EACH WAY AROUND INSIDE AND OUTSIDECORNERS.7130: OPENING WATERPROOFINGMATERIAL: W.R. GRACE CO. "VYCOR ICE AND WATER SHIELD"7300: INSULATIONA.PROVIDE SOUND INSULATION AT ALL INTERIOR ROOF AND PLUMBING DRAINS. SEE SECTION 15000B.R-30 BATT INSULATION TYPICAL ALL CEILING/ROOF/FLOOR.R-21 BATT INSULATION TYPICAL ALL WALLSR-30 BATT INSULATION TYPICAL ALL UNDERFLOOR.EXPANDED FOAM SEALER AT WINDOW AND DOOR JAMBS.VERIFY WITH TITLE-24 CALCULATIONS.7380: STANDING SEAM METAL ROOFINGA.MATERIAL: CUSTOM-BILT METALSB.COLOR: SR-27.1 / ZINC COLOR LIGHTC.PROVIDE UNDERLAYMENT PER MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.D. PROVIDE 5'-0"x5'-0" MOCK-UP FOR ARCHITECT AND OWNER APPROVAL OF FINISH AND STYLE.7600: SHEET METALA.SHEET METAL/FLASHING SHALL INCLUDE BUT NOT BE LIMITED TO THE FOLLOWING ITEMS:- WINDOW/DOOR SILL PANS WITH HEMMED EDGES AT ALL EXT. WINDOWS/DOOR - SOLDER ALL CORNERS/INTERSECTIONS.- WINDOW/DOOR HEAD 28 GA STAINLESS STEEL FLASHING WITH 8" RETURNS AT SIDES.- DOOR PANS 28 GA STAINLESS STEEL CORNER, FULLY SOLDERED WITH 8" RETURNS.- DRIP SCREED 28 GA STAINLESS STEEL, HEMMED EDGE- ROOF FLASHING 28 GA STAINLESS STEEL. S.S. STEP FLASHING AND SOFT METAL WHERE APPLICABLE.- VALLEY FLASHING 28 GA STAINLESS STEEL.- Z BAR 28 GA STAINLESS STEEL, 3" MIN. NAILING FLANGE.- FAN VENT BATH 28 GA STAINLESS STEEL.- ROOF EDGE 28 GA STAINLESS STEEL, HEMMED EDGE, WITH CONTINUOUS CLEAT (IF APPLICABLE)- ROOF TRANSITION 28 GA STAINLESS STEEL. EXTEND 12" MIN. ON EACH ROOF.- GUTTERS/DOWNSPOUTS 28 GA STAINLESS STEEL GUTTER 5" HALF ROUND WITH 3" 28 GA STAINLESS STEEL DOWNSPOUT. FINISHTO MATCH ROOF MATERIAL- FIREPLACE SADDLES 28 GA STAINLESS STEEL.- WEEP SCREED 28 GA STAINLESS STEEL, 3" MINIMUM NAILING FLANGE- CHIMNEY CAP 28 GA STAINLESS STEEL.- ROOF DRAIN FLASHING 30" SQUARE MIN. 4 LB. LEAD SET IN ROOF CEMENT. PRIME TOP SURFACEBEFORE STRIPPING.522)9(176ò5281'6*$67$,1/(6667((/- EXPANSION JOINT 28 GA STAINLESS STEEL INTERLOCKING SLIDING FLASHING.- ALL EXPOSED FLASHING, 28 GA STAINLESS STEEL AND THINNER MATERIAL WILL NOT BE ACCEPTABLE.- DISSIMILAR MATERIAL SHALL NOT BE PUT IN CONTACT WITH ONE ANOTHER- INSTALL ONE LAYER OF BUILDING PAPER BETWEEN SHEET METAL AND SUBSTRATE.- SILL PANS: TO BE METAL AS SPECIFIED, WITH SOLDERED CORNERS, AND INSTALLED OVER VYCOR ICE AND WATER SHIELD. TOBE USED AT ALL WINDOW AND DOORSILLS UNLESS NOTED OTHERWISE. NO PENETRATIONS AT HORIZONTAL SURFACE OF PAN,MINIMIZE ANY PENETRATIONS REQUIRED THROUGH VERTICAL SURFACE OF PAN, AND APPLY SEALANT.- SILL PAN SHIM: TO BE CONTINUOUS ABOVE ROUGH SILL TO PROVIDE A SOLID SUBSTRATE FOR SILL PAN TO SLOPE TO EXTERIOR.- DRIP HEAD FLASHING: PROVIDE DRIP HEAD FLASHING AT ALL WINDOW HEADS.7610: GRACE FLASHING (ICBO #3997)A.GRACE "ICE AND WATER SHIELD" BY W.R. GRACE CO.B. ALL INSET OPENINGS TO BE WRAPPED AT HEAD, JAMB+SILL - CREATE SILL PAN.C.PROVIDE 2 LAYERS OF MATERIAL AT CUTS, LAP SIDE FLASHING OVER SILLSD.FLASHING UNDER ALL EXTERIOR STONE VENEER W/ 3" OVERLAP @ CEMENT PLASTER SYSTEM.7650: SHOWER WATERPROOFINGA. MATERIAL: "COMPOSEAL BLUE VINYL 40" SHOWER PAN BY COMPOTITE MEMBRANE CORP.B. INSTALLATION: OVER SLOPED SUBSTRATE.C. SHOWER WATERPROOFING TO BE COMBINED WITH BATHROOM "SMITTY PAN", SEE DETAILS FOR MORE INFO.7710: GUTTERS AND DOWN SPOUTSA. 5" HALF-ROUND SINGLE BEAD GUTTER - 28 GA STAINLESS STEEL W/ SUPPORTS @ 36 O.C.B. 3" DIAMETER DOWNSPOUT - 28 GA STAINLESS STEELC. FINISH: MATCH FINISHED ROOFING MATERIAL.D. PROVIDE FULL BACKING AND STAINLESS STEEL PENETRATION FLASHING OVER GRACE FLASHING.7920: SEALANTSA. WF TAYLOR ENVIROTEC ADHESIVES AND SEALANTS WITH OR OTHER ADHESIVES ENVIRONMENTALLY NEUTRALB. PRODUCT AIR QUALITY IS IMPORTANT CONTACT: 404-850-9144C. INSTALL SEALANT OVER APPROVED BACKER ROD FOR BACKING8100: INTERIOR DOORSA. MATERIAL: T.B.D.B. THICKNESS: 1-3/4" U.N.O. OWNER TO APROVE SAMPLE.C. PAINT GRADE UNLESS NOTED OTHERWISE. COLOR PER INTERIOR DESIGNER.8150: EXTERIOR DOORSA. MANUFACTURER: STEEL WORKS OR APPROVED EQUAL. REFER TO WINDOW/DOOR SCHEDULE.B. ALL EXTERIOR DOORS, TO BE COMPLETE UNIT SYSTEMS, FULLY WARRANTED BY THE MANUFACTURER.C. OWNER TO APPROVE FULL SAMPLE OF DOOR AND WINDOW, WITH HARDWARE BEFORE PLACING ORDER.8205: GARAGE DOORSA. CUSTOM GARAGE DOOR. USE HEAVY DUTY GARAGE DOOR OPENER. SEE PLAN FOR DIRECTION OF OPERATION.B. MATERIAL: DOUGLAS FIR VERTICAL GRAIN TO BE PAINTED W/STEEL WINDOWS PER MANUFACTURER ABOVE.C. COLOR: TO MATCH TRIM AND LAP SIDING.8600: WINDOWSA. MANUFACTURER: JELD WEN - SITE LINES.B. SUBMIT MANUFACTURER'S SPECIFICATIONS, CATALOG CUTS, AND SHOP DRAWINGS.C. ALL HARDWARE TO BE MARINE GRADE8710: INTERIOR DOOR HARDWAREA. DOOR HINGES: "HAGER" FULL MORTISE, 5 KNUCKLE, 4 HINGES PER DOOR.B. COLOR: BLACK W/ END FINIALS.C. HANDLE: PER INTERIOR DESIGNER.D. ENTRY: PER DOOR MANUFACTURER.E. SLIDING DOOR TRACK: PER DOOR/WINDOW MANUFACTURER.F. SLIDING DOOR PULL: PER DOOR/WINDOW MANUFACTURER.G. LOCKSETS BY ACCURATE W/ HEAVY SPRINGS FOR LEVER HANDLES.15445: PLUMBING FIXTURESA. PLUMBING FIXTURE SPECIFICATIONS PER INTERIOR DESIGNER15445: DRAINSA. SHOWER DRAIN-CLAMP TYPE WITH WEEP HOLE BY J.R. SMITH OR EQUAL. SLOPE SUBSTRATE TO DRAIN WEEP. SEEDETAILS FOR BRICKSLOT DRAINS W/SMITTY PAN, COMPLETE FOR EACH BATH.B. HOLE MUST BE FREE OF ALL DEBRIS.C. AREA DRAINS -CAST IRON DRAIN BY J.R. SMITH OR EQUAL. USE HEAVY DUTY CUSTOM DECORATIVE GRATE BY URBANACCESSORIES.D. ROOF DRAINS -CAST IRON CLAMP TYPE DRAIN BY J.R. SMITH OR EQUAL. INSTALL IN A SUMP BASIN. AN OVERFLOWDRAIN SHALL BE INSTALLED 2" ABOVE DRAIN. SUMP BASIN MUST SLOPE TO DRAIN ..NO STANDING WATER ALLOWEDE. TRENCH DRAIN @ DECKS-CAST IRON TRENCH DRAIN. USE HEAVY DUTY CUSTOM DECORATIVE GRATE BY URBANACCESSORIES. OVERFLOWS @ ALL DECKS BELOW SILL PAN OF HOUSE.F. SUBMIT SPECIFICATIONS AND CATALOG CUTS FOR ALL TYPES OF DRAINS.15460: HOT WATERA. A.O. SMITH, NATUTILUS, C.E.C. CERTIFIED, RAPID RECOVERY. 100 GAL. HOT WATER HEATER WITH RECIRCULATINGPUMP.B. HOT WATER LINES INSULATED (R5)C. PRESSURE RELIEF VALVE WITH PAN AND DRAIN TO OUTSIDED. INSULATE HOT WATER HEATERE. SECURE WATER HEATER TO WALL WITH A SPACE MAKER @ EARTHQUAKE RESTRAINT SYSTEM BY MCRANEY INC.15500: HVACA. SEE HVAC SPECIFICATIONS.15950: UNDERFLOOR COVER (WHERE APPLICABLE)A. MATERIAL: PROVIDE A 10 MIL. MIN. POLYETHYLENE VAPOR RETARDER GROUND COVER AT 100% OF UNDERFLOORAREA. VERIFY PER WATERPROOFING CONSULTANT SPECIFICATIONS.B. INSTALLATION: OVERLAP SHEETS A MIN. OF 6" TAPE ALL EDGES.16000: ELECTRICALA. SEE ELECTRICAL SPECIFICATIONSB. PROVIDE TEMPORARY POWER DURING CONSTRUCTIONC. PROVIDE ALL UNDERGROUND UTILITIES AND TRENCHING.D. PROVIDE THE FOLLOWINGSURFACE MOUNTED LIGHTINGUNDER COUNTER LIGHTSCOVE LIGHTSFLUORESCENT LIGHTINGE. PROVIDE LOAD CALCULATIONSF. PROVIDE AS BUILT GREEN SHEETG. PROVIDE APPROPRIATE POWER FOR ALL OF THE FOLLOWING:HVAC, EQUIPMENT, FILTERS, ETC..PLUMBING HEATERS, PUMPS, TIMECLOCKS, ETC..WINE STORAGE EQUIPMENTKITCHEN APPLIANCESBAR APPLIANCESDEDICATED CIRCUITS FOR OFFICE EQUIPMENTMOTORS AND MACHINERY16010: SECURITY SYSTEMA. SEE SECURITY SPECIFICATIONS6400: CEILING BEAMSA.CEILING BEAMS TO BE OF HAND HEWN LUMBER AND 1x BOXED BEAMS. DETAIL, LOCATION, AND SIZE OF BEAMS PERPLAN.B.FINISH: SEE INTERIOR FINISH SCHEDULE.C.STRUCTURAL CONNECTION: PROVIDE POCKETS IN WALL FRAMING & SUPPORT WITH LAG BOLTS. SIZE & SPACING PERSTRUCTURAL ENGINEER.6401: EXTERIOR WOODA.MATERIAL: DOUGLAS FIR #1 SELECT FOR APPEARANCE - SIZE AS NOTEDBACK PRIME ALL WOOD SIDING + TRIMB.SURFACE: SAND WITH/60 GRIT BELT SANDER FOR UNEAVEN SURFACE.C.STAIN: SEE PLANS AND DETAILS FOR LOCATIONS OF MATERIALS TO BE STAINED.6122: PLYWOODA. ALL PLYWOOD SHALL BE A.P.A. STAMPEDSEE STRUCTURAL DRAWINGS FOR SPECIFICATIONS.6100: FRAMINGSEE GENERAL NOTES, SECTION D, DOUGLAS FIR #25720: GLASS RAILINGA.RAILINGS MUST BE INSTALLED AND WATERPROOFED PRIOR TO VERTICAL + HORIZONAL WATERPROOFING. SEE RAILSPECIFICATIONS ON DRAWINGS.B.SUBMIT SHOP DRAWINGS AND SAMPLES FOR ARCHITECT AND OWNER APPROVAL.C.PROVIDE 30 GA STAINLESS STEEL FLASHING SLEEVE AT WALL CONNECTION.D.PROVIDE SOLID BACKING AT WALL CONNECTION. SEE STRUCTURAL FOR CONNECTION DETAILS.E.MATERIAL: POWDER COATED HANDRAIL. SOLID MATERIAL. TYPICAL DESIGN, SIZE AND FINISH PER DRAWINGS. SUBMITSHOP DRAWINGS AND SAMPLES.F. ALL HARDWARE AND FLASHING TO BE STAINLESS STEEL OR APPROVED EQUAL.9910: EXTERIOR PAINTINGA. PRIME ALL SIDES OF FINISH WOOD.B. PRIME ENDS OF ALL CUT MATERIALS.C. CABOT SEMI TRANSPARENT FOR ALL EXPOSED WOOD.15320: FIRE SPRINKLERSA. PROVIDE FIRE SPRINKLERS WITH DROPPED DOWN FINISH HEADS WITH FLUSH PLATES.B. PROVIDE CITY APPROVED DRAWING SKETCH OF LAYOUT TO BE APPROVED IN WRITING BY ARCHITECT. EXACTLOCATIONS ARE VERY IMPORTANT. FIRE SPRINKLERS AS DIFFERED SUBMITTAL.C. CONTRACTOR TO PROVIDE SAMPLES OF ALL HEADS.D. ARCHITECT TO PROVIDE ELECTRONIC ELEC. FIXTURE BASE SHEET.1500: PLUMBINGA. SEE PLUMBING SPECIFICATIONSB. ISOLATE PLUMBING LINES FROM FRAMINGC. APPLY "HANDI FOAM" BY FOMO-PRODUCTS, INC-(800)321-5585 SOUND-DAMPENING FOAM AROUND ALL DRAIN LINESWITHIN WALLS, FLOORS, AND CEILINGS.D. COMBINE VENTS LINES AND EXIT THROUGH ROOF AT A LOCATION APPROVED BY ARCHITECT.E. INSTALL EARTHQUAKE SHUT OFF VALVE.F. ALL DRAIN LINES TO BE CAST IRON.G. VENT LINES TO BE ABS PLASTIC. COMBINE VENTS AND EXIT THROUGH ROOF AT A LOCATION APPROVED BYARCHITECT.H. SUPPLY LINES TO BE COPPER TYPE 'L' 40 PSI.I. GAS LINES TO BE BLACK COATED STEEL.J. INSTALL EARTHQUAKE SHUT OFF VALVE.10235: FOUNDATION VENTA. 28 GA STAINLESS STEEL FRAME WITH SCREEN.10320: SHOWER/TUB ENCLOSURESA. FRAMELESS SHOWER AND TUB ENCLOSURES BY MET-TECB. HARDWARE: PER INTERIOR DESIGNER.10301: CHIMNEY CAPA. SEE DETAILS, 28 GA STAINLESS STEEL w/EXHAUSTO CHIMNEY FAN.9320: MARBLE TILEA. MATERIAL: SEE FINISH SCHEDULEB. INSTALLATION: OVER MORTAR SETTING BED.C. GROUT: 1/16" JOINT SIZED. SEALER: INSTALL MIRADRY 511 SEALER TO GROUT.9850: CARPETA. ALL CARPET SUPPLIED AND INSTALL BY CONTRACTORB. INSTALLATION: ALL CARPET TO BE APPLIED SMOOTH FLAT AND FREE OF NOTICEABLE SEAMS.9900: INTERIOR PAINTINGA. SEE GENERAL REQUIREMENTS SECTION K.B. APPLY MINIMUM 2 COATS, UNDERCOATS, AND PRIMING COAT FOR ALL TYPES OF FINISHES IN STRICT ACCORD WITHTHE RECOMMENDATIONS FOR THE PAINT MANUFACTURER USED.C. SUBMIT TO ARCHITECT A COMPLETE MATERIALS LIST SHOWING PRODUCT NAME, MANUFACTURER'S NAME,INTENDED USE AND FUNCTION ON THE PROJECT. DO NOT APPLY MATERIALS WITHOUT ARCHITECT'S APPROVAL.D. APPLY PAINT EVENLY, FREE FROM SAGS, RUNS, CRAWLS, HOLIDAYS OR DEFECTS. MIX TO PROPER CONSISTENCY,BRUSH OUT SMOOTH LEAVING MINIMUM OF BRUSH MARKS, WITH ENAMEL AND VARNISH UNIFORMLY FLOWEDON.INTERIOR PAINTING TO BE COORDINATED WITH INTERIOR DESIGNER. APPLY PRIMING COAT ONLY ON ALLINTERIOR SURFACES IN STRICT ACCORD WITH THE RECOMMENDATIONS OF THE PAINT MANUFACTURER USED.9340: MARBLE SLABA. MATERIAL: SEE FINISH SCHEDULE PER INTERIOR DESIGNER.B. PROVIDE SHOP DRAWINGS FOR APPROVAL OF ALL SLAB LAYOUT AND CUTS.9310: CERAMIC TILE WALLSA. MATERIAL: SEE FINISH SCHEDULEB. INSTALLATION: MORTAR SCRATCH AND BROWN SETTING BED TO COMPLY WITH C.T.I. RECOMMENDATIONS.C. GROUT: 1/6" - 1/8" JOINT SIZE - COLOR TO MATCH TILE. PROVIDE SAMPLE FOR APPROVAL.D. MODULE: AVOID SMALL CUTS - 1" MINIMUME. SEALER: INSTALL MIRADRY 511 SEALER TO GROUT.9311: CERAMIC TILE FLOORSA. MATERIAL: SEE FINISH SCHEDULEB. INSTALLATION: MORTAR SCRATCH AND BROWN SETTING BED TO COMPLY WITH C.T.I. RECOMMENDATIONS.C. GROUT: MINIMIZE GROUT SIZED. MODULE: AVOID SMALL CUTSE. SEALER: INSTALL MIRADRY 511 SEALER9250: GYP. BD.A. STANDARD SMOOTH 5/8" TYPE 'X' FIRE RATED GYP. BD.B. SCREW ATTACHMENTS.C. GYPSUM WALL BOARD SYSTEM SHALL CONFORM TO THE APPROVED LOCAL BUILDING CODE. FINISH SHALL BELEVEL 5 AT ALL ROOMS, 4 AT STORAGE, AND 3 AT GARAGE AS DEFINED BY THE GYPSUM ASSOCIATION.D. INSTALL GYPSUM BOARD OVER RESILIENT CHANNELS AT ALL CEILINGS WITH LIVING SPACE ABOVE.E. SHARP 90 DEGREE CORNER BEAD.8730: EXTERIOR DOOR THRESHOLD AND WEATHERSTRIPPINGA. WEATHERSTRIPPING: PER DOOR MANUFACTURERB. INSTALLATION: PER MANUFACTURE'S SPECIFICATIONSC. THRESHOLDS: PER DOOR MANUFACTURERD. PROVIDE SAMPLES FOR APPROVAL FROM ARCHITECT AND OWNER.7600: SHEET METAL cont'd- VYCOR ICE AND WATER SHIELD: MANUFACTURED BY W.R. GRACE CO. OTHER PRODUCTS BY GRACE OR OTHERS WILLNOT BE ACCEPTED AS SUBSTITUTES UNLESS NOTED OTHERWISE.- VYCOR INSTALLATION: FOLLOW ALL MANUFACTURERS' RECOMMENDATIONS, INCLUDING USE OF PROPRIETARY PRIMER.LAPPING OF VYCOR, SILL PANS, BUILDING PAPER, ETC. UPPER SURFACE IS TO LAP OVER LOWER SURFACE TO PROMOTEDRAINAGE ON OUTERMOST LAYER OF PROTECTIVE MEMBRANES/FLASHING.- WEATHERSTRIPPING: ALL WINDOWS AND DOORS ARE TO HAVE FULL WEATHERSTRIPPING. SHOW WEATHERSTRIPPINGON WINDOW AND DOOR SHOP DRAWINGS.**GENERAL: CONTRACTOR IS RESPONSIBLE FOR VERIFYING THAT ALL FLASHING PAPER, VYCOR, AND OTHER PRODUCTSARE PROPERLY INSTALLED PER MANUFACTURER'S RECOMMENDATIONS AND BUILDINGS CODE.**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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 4, 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-0.3SPECIFICATIONSAS SHOWNPA2022-0204
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 4, 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-0.4CONSTRUCTION REQUIREMENTS
RESIDENTIAL MINIMUM
AS SHOWNPA2022-0204
PLAN CHECK NOTES ARE PART OF GENERAL NOTES1. THE PROJECT PLANS TO BE IN COMPLIANCE WITH THE FOLLOWING CODES AND STANDARDS:2019 CRC; 2019 CBC; 2019 CPC; 2019 CEC; 2019 CMC; 2019 CALIFORNIA ENERGY CODE; 2019CALIFORNIA GREEN BUILDING STANDARDS CODE (CG); & CHAPTER 15 OF THE NEWPORT BEACHMUNICIPAL CODE (NBMC).2. ALL PERMITS RELATED TO THE PROPOSED PROJECT WILL BE ISSUED IN SEPARATE PLANS AND PLANREVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THIS REVIEW. PROVIDE ADDITIONALPERMIT WORKSHEETS FOR THE FOLLOWING:SEE LANDSCAPE PLANS L1-L10 FOR THE BELOW LISTED ITEMS TO BECOME PART OF ORIGINAL RESIDENCE PERMIT.A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS, AND TRELLISES OR GAZEBOSB. MASONRY OR CONCRETE FENCES OVER 3.5 FT ABOVE GRADE, OR, WITHIN 3 FEET OF THEPROPERTY LINEC. RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THEWALL AND ANY RETAINING WALL WITHIN 3 FT. OF PROPERTY LINE REGARDLESS OF HEIGHT.D. ELECTRICAL AND PLUMBING FOR EXTERIOR IMPROVEMENTS DETACHED FROM THE HOUSE (I.E.BARBEQUE, FOUNTAIN, FIRE FEATURE)3. THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT IS LIMITED TO THREE YEARSFROM THE DATE OF THE PERMIT FOR ALL PERMITS ISSUED AFTER AUGUST 21, 2019 AS REQUIRED BYNBMC SECTION 15.02.095.4. PROVIDE EVIDENCE OF THE 30-DAY NOTIFICATION FOR COMPLETE DEMOLITION OR EXCAVATION TOADJOINING PROPERTIES AS REQUIRED BY NBMC SECTION 15.02.120.5. PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEW STRUCTURE ORADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINED FLOOR AREA EXCEEDINGSEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THE PROPOSED STRUCTURE) IN DESIGNATED³+,*+'(16,7<$5($6´352-(&76,*16+$//&203/<:,7+1%0&6(&7,21LIGHT & VENTILATION6. EXTERIOR GLAZED OPENINGS OF HABITABLE ROOMS FOR NATURAL LIGHT SHALL BE MINIMUM 8% OFTHE ROOM FLOOR AREA. ARTIFICIAL LIGHTING MAY BE USED IN LIEU OF NATURAL LIGHTING. R303.17. OPENABLE VENTILATION AREA OF HABITABLE ROOMS MUST BE 4% OR MORE OF THE ROOM FLOORAREA. IN LIEU OF EXTERIOR OPENINGS FOR HABITABLE ROOMS, A MECHANICAL VENTILATINGSYSTEM MEETING THE CALIFORNIA MECHANICAL CODE REQUIREMENTS MAY BE PROVIDED. R303.1MEANS OF EGRESS8. IN EVERY BEDROOM, PROVIDE AN EMERGENCY ESCAPE AND RESCUE OPENING MEETING ALL OFTHE FOLLOWING:R310$$1(7&/($523(1,1*$5($2)127/(667+$164)7 64)7)25*5$'(±)/225WINDOW).%0,1,080&/($523(1,1*+(,*+72)´&0,1,080&/($523(1,1*:,'7+2)´'7+(%277202):,1'2:23(1,1*6+$//127%(025(7+$1´)5207+()/225E. SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR, TO A YARD OR COURT THAT OPENS TO A PUBLIC:$<<$5'25&28570867&203/<:,7+7+('(),1,7,21 ³$123(163$&(812%6758&7(')5207+(*5281'727+(6.<´7+(5()25(,1*5(66(*5(6623(1,1*6:+,&+23(181'(5OR ONTO DECKS, ROOFS, OR COVERED PATIOS ARE NOT ACCEPTABLE. R310.1F. WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NET CLEAR OPENINGAREA OF THE WINDOW. R 312.2.2.CONSTRUCTION9. ATTIC VENTILATION TYPE, SIZE, AND LOCATION. VENTS SHALL MEET THE FOLLOWINGREQUIREMENTS:R806.2A. OPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSS VENTILATION OF THE ATTIC SPACE.B. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE ATTIC AREA.C. OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH OR OTHER APPROVED MATERIAL:,7+´0,1,080$1'ó´0$;,08023(1,1*D. 50% OF THE REQUIRED VENTILATION AREA MUST BE LOCATED AT LEAST 3 FT. ABOVE EAVE ORCORNICE VENTS WITH THE BALANCE PROVIDED BY EAVE OR CORNICE VENTS.E. WHERE THE RATIO OF 1/300 IS USED TO VENT THE ATTICS, NOT LESS THAN 40% BUT NOT MORETHAN 50% OF THE VENTS SHALL BE LOCATED NOT MORE THAN 3 FT. BELOW THE RIDGE.10. UNVENTED ENCLOSED RAFTERS AND DECKS SHALL COMPLY WITH CRC SECTION R806.5. SEE DETAILSHOWING COMPLIANCE WITH THIS REQUIREMENT.11. ALL DECK ROOFING SPECIFICATIONS (ESR REPORT OR OTHER APPROVED LISTING),12. DRAINS AND OVERFLOW ARE REQUIRED, SEE DETAIL SHOWING OVERFLOW PIPED6(3$5$7(/<$1'´+,*+(57+$1522)'5$,15 A. DETAIL 70/A7.16.B. DECK AT THIRD FLOOR.13. THE FOLLOWING CONSTRUCTION COMPONENTS/MATERIALS ARE NOT INCLUDED IN THE CALIFORNIABUILDING CODE. SPECIFY THE LISTING/LABELING AGENCY AND LISTING NUMBER FOR: LISTINGAGENCY TO BE ANSI ACCREDITED FOR TYPE OF LISTING.GARAGE AND CARPORT14. THE FOLLOWING IS REQUIRED FOR THE SEPARATION OF THE PRIVATE GARAGE FROM THEDWELLING UNIT:$*$5$*(6%(1($7++$%,7$%/(522066+$//%(6(3$5$7('%<12/(667+$1´7<3(;*<3680%2$5'$33/,('727+(81'(56,'(2))/225)5$0,1*3529,'(0,1,080ò´*<3680%2$5'217+(GARAGE SIDE ELSEWHERE. TABLE R302.6%5')/225'(&.6+$//%(6(3$5$7('%<12/(667+$1´7<3(;*<3680%2$5'$33/,('727+(81'(56,'(2))/225)5$0,1*3529,'(0,1,080ò´*<3680%2$5'217+(GARAGE SIDE ELSEWHERE. TABLE R302.6FIREPLACE15. FIREPLACE: T-24 MANDATORY MEASURES REQUIRES A CLOSABLE METAL OR GLASS DOORCOVERING THE ENTIRE OPENING OF THE FIRE BOX. PROVIDE FIREPLACE THAT COMPLIES WITHENERGY REQUIREMENT. (BEES SECTION 150(E)1A).FOR THE FIREPLACE/CHIMNEY SPECIFY THE FOLLOWING:A. PROVIDE A GLASS DOOR COVERING THE ENTIRE HEARTH OPENING. CEC 150.0(E)1AB. THE GAS LOG SHOULD BE PERMANENTLY FIXED TO THE HEARTH SLAB.C. PROVIDE SEISMIC ANCHORAGE OF PER THE ESR LISTING. SEE CONDITIONS OF USE, SECTION 5.2.16. GAS FIREPLACE SHALL BE A DIRECT-VENT, SEALED-COMBUSTION TYPE. CAL GREEN R4.503.1.17. SEE MASON-LITE ESR-2401 REPORT FOR STRUCTURAL CONNECTION DETAILS. PROVIDE THE DETAILONTO THE PLAN.18. ELECTRICAL PANEL ON PLANS. ELECTRICAL PANELS ARE NOT PERMITTED IN CLOSETS, BATHROOMSAND PANTRIES. KEEP ELECTRICAL PANEL 3 FT. CLEAR FROM FACE OF ELECTRICAL PANEL TO ANYWALL SURFACE OR OBSTRUCTIONS.19. OUTDOOR SHOWER: OUTDOOR SHOWER IS EQUIP WITH BOTH COLD AND HOT WATER. (DEPARTMENTPLUMBING POLICY 304). IF HOT WATER IS CONNECTED, THEN PROVIDE DAM AROUND THE SHOWERPAN. SEE CIVIL PLAN.ENERGY EFFICIENCY20. INSTALLATION OF A SOLAR PV SYSTEM IS REQUIRED FOR COMPLIANCE WITH CALIFORNIA ENERGYSTANDARDS PER THE INCLUDED CF-1R FORM. DEFER SUBMITTAL ON THE COVER SHEET. PROVIDE ANOTE OF THE DRAWINGS INDICATING THAT SOLAR PV WITH MINIMUM 4.90 KW DC MUST BE OBTAINEDUNDER SEPARATE REVIEW AND PERMIT.SOUND TRANSMISSION CONTROL21. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUNDLEVEL NOT72(;&((''%$ '%$:,7+7,0(5 '%$:,7+7,0(5$1'1(,*+%25¶6&216(17 3(56(&7,212)7+(1%0&´A. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATEEQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY.%,)81,7127<(7&+26(1/,6781'(5µ'()(55('68%0,77$/6¶21&29(56+((7ADDITIONAL REGULATIONS22. SPRINKLERS:A. NEW CONSTRUCTION WILL REQUIRE INSTALLATION OF A FIRE SPRINKLER SYSTEM THROUGHOUTTHE STRUCTURE. NBMC 15.04.120B. SPRINKLER DRAWINGS AND HYDRAULIC CALCULATIONS TO BE SUBMITTED TO PLAN CHECK AND$33529('35,2572,668,1*$%8,/',1*3(50,725/,6781'(5µ'()(55('68%0,77$/6´21&29(56+((73529,'($127(217+('5$:,1*67$7,1* ³2%7$,1),5(635,1./(53(50,735,2572&$//,1*)25522)6+($7+,1*,163(&7,21´C. REVISE BUILDING DATA ON COVER SHEET TO IDENTIFY THAT BUILDING IS EQUIPPED WITH A FIRESPRINKLER SYSTEM IN ACCORDANCE WITH NFPA 13D.FLOOD HAZARD ZONE23. STRUCTURES CONSTRUCTED IN WHOLE, OR IN PART, IN FLOOD HAZARD AREAS (INCLUDING A OR VZONES) AS ESTABLISHED IN FIRM DATED MARCH 21, 2019 SHALL CONFORM TO THE REQUIREMENTSOF NBMC 15.50 AND IN ACCORDANCE WITH ASCE 24 SUBJECT TO LIMITATION OF THIS CODE SECTION15.05.100.24. SFHA AE, AO1 & AO2. GARAGE AND CARPORT FINISHED SLAB MAY BE LOCATED BELOW THE BFE,PROVIDED THE SLAB ELEVATION IS ABOVE ADJACENT GRADE. SHOW A MINIMUM OF TWO FLOODVENT OPENINGS AT OPPOSITE SIDES OF THE GARAGE ON THE FOUNDATION PLAN, EXTERIORELEVATIONS, AND FLOOR PLAN.A. THE BOTTOM OF FLOOD VENT OPENINGS MUST BE WITHIN 1 FT. OF THE ADJACENT EXTERIORGRADE.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. INDICATETHE LOCATION WITH DIMENSIONS AND AREAS OF THE OPENINGS ON THE EXTERIOR ELEVATIONS,FOUNDATION PLAN AND ARCHITECTURAL FLOOR PLAN. THE REQUIRED SQUARE INCHES MUST BEWITHIN REQUIREMENTS OF ITEMS A & B ABOVE AND THE MINIMUM DIMENSION IN ANY DIRECTIONSHALL NOT BE LESS THAN 3 INCHES. NBMC 15.50.200 C.1.D. AND ASCE24 SECTION 2.7.2.1. ORPROVIDE ENGINEERED OPENINGS PER ASCE24 SECTION 2.7.2.2.25. SFHA AE, AO1 & AO2. WHEN TOP OF GARAGE FLOOR SLAB IS LOWER THAN THE BASE FLOODELEVATION (BFE),26. GARAGE WALLS MUST BE SUPPORTED OVER CONCRETE CURBS WITH TOP OF CURB ONE FOOTABOVE THE BFE (NAVD88). SEE "LOWEST FLOOR" REGARDING RESTRICTION ON GARAGE SLAB NOTALLOWED BELOW GRADE. NBMC 15.50.050 DEFINITIONS----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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 4, 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-0.5PLAN CHECK NOTES
CALGREEN RES. MINIMUM REQUIREMENTS
AS SHOWNPA2022-0204
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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
6" CMU WALL CONC.FENCE WALL W/ PTD.BRICK VENEER (5'-0" MIN. -6'-0" MAX HIGH)LOT 320
LOT 317 F.P.321GOLF CART
4'-0"
SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-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 SETBAC
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4'-0" REQD.SETBACKEQ.EQ.BENCHADU CLOSET-LCLCLCLCLCLCCENTER F.P. IN WALL
2'-6"2'-0"12"
12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.SEE DOOR & WINDOW SHOPDRAWING DIMENSIONS TOLOCATE (2) 4" DIA. STEEL PIPEEXPOSED CLOUMNSGREAT ROOM-DINING-STACK WASHER& DRYERLAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"12"16"16"WATER HEATERCLOSET
2'-0"2'-0"4'-0"EXISTING BULKHEAD@ 113.50 NAVD88ACROSS PROPERTYFGEDCBA1234512345FGEDCBA(E) PIERS(E) PIERSEXTENDE
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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'-10"2'-0"20'-0"2'-0"4'-3 1/2"4'-5"22'-5 1/2"8'-8"22'-8"11'-0"17'-4"6'-2"9'-3 3/4"65'-10"0'-7 1/2"0'-11 1/2"7'-8 1/2"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"
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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"PEDESTALS WITH RAILLIGHTS (1'-6" HIGH)78'-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' NAVD884'-5 1/4"4'-11 1/4"OUTDOOR KITCHEN W/STONE COUNTERFRAMELESS GLASS POOLENCLOSURE FENCE (5'-0" MIN.)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)14.0 TOC17
.
5
T
R
1
8
.
5
TW
(18.5 TW)(15.32 TW)20.5 TF14
.
0
F
S 18.5 TF(13.49 FS)(16.66 TW)(17
.
0
F
S
)(E) STONE CLAD PLANTERWALL (NEIGHBORING LOT)13.3 FG3'-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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.DOCK WORK - Dock work will require separate review and approval by CoastalCommission. An AIC (Approval in Concept) must be submitted to the City followingdiscretionary approval of the CDP/Lot Merger to begin this separate review process.POOL ENCLOSURE BARRIER NOTES:1.EVERY POOL AND/ OR SPA SHALL BE ENCLOSED BY A BARRIER.2. POOL BARRIER SHALL COMPLY WITH THE FOLLOWING:A) 5 ft or greater height above grade, measured from outside of the pool area.B) Minimum 45 inches spacing of horizontal members when placed on the outside of the fence.C) Maximum 4 inch spacing of vertical members.D) Decorative cutouts shall not exceed 1.75 inches wide.E) Maximum 2 inch vertical clearance between the bottom of the fence and ground.F) Maximum 1.75 inch square chain link mesh, unless provided with slats fastened at the top and bottom which reduce the openings to 1.75 inches or less.G) Diagonal members shall form openings of 1.75 inches or less.H) Gates shall have self-closing, and self-latching mechanisms. Latch mechanism shall be at least 60 inches above the ground. I) All gates shall swing out of the pool area in the direction leading to a public way.PA2022-0204
LOT 320
LOT 317LCLC LCLCLCLCSLOPELCLCLCLCLCUNCONDITIONED 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
LCLCLCLCCLCLCLLCLCLCLCSLOPESLOPESLOPESLOPE213LC10'-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"FIRST 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 SPACEFIRST FLOOR OPENVOLUME AREACELL X-DIM (f) Y-DIM (f) AREA (sf)A--997.18B--60.22C--72.89D--115.13FIRST FLOOR TOTAL1,245.42SECOND FLOOR OPENROOF DECK-ROOF DECK-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 27.72'
RIDGE
ELEV 36.80'
T.O. STANDING SEAM RIDGE
ELEV 36.80'
T.O. STANDING
SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:121451/4":1'-0" SLOPEPITCH
5:12
PITCH8:12PITCH8:12PITCH10:12PITCH
5:12
SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH
3:12SKYLIGHT3COPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8322314ELEV 27.72'
RIDGE ROOFACCESSHATCH123453'-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%LCLCLCLCCLCLCLLCLCLCLCSLOPESLOPESLOPESLOPE213LCABCLOT 320LOT 317LCLC LCLCLCLCSLOPELCLCLCLCLCB5'-0"CDASECOND FLOOR OPENVOLUME AREACELL X-DIM (f) Y-DIM (f) AREA (sf)A--1,556.00B--115.13C--483.00SECOND FLOOR TOTAL2,154.13SCALE: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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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,CONDITIONED 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.FIRST FLOOR PLAN1/8" = 1'-0"1SECOND FLOOR PLAN1/8" = 1'-0"2OPEN VOLUME AREA1/16" = 1'-0"3A-2.01AREA CALCULATIONSAS SHOWNVOLUME 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.SECOND FLOORFIRST FLOORPA2022-0204
12'-1 3/4"LOT 320
LOT 317 F.P.321GOLF CART
4'-0"
SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-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-LCLCLCLCLCLCCENTER F.P. IN WALL
2'-6"2'-0"12"
12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.SEE DOOR & WINDOW SHOPDRAWING DIMENSIONS TOLOCATE (2) 4" DIA. STEEL PIPEEXPOSED CLOUMNSGREAT ROOM-DINING-STACK WASHER& DRYERLAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"
12"16"16"WATER HEATER
CLOSET
2'-0"2'-0"4'-0"FGFGEEDDCCBBAA11234523455'-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'-4 1/2"8'-8"1'-6"9'-0"1'-6"9'-0"2'-8"3'-4 1/2"6'-2"
8'-5 3/4"65'-10"
4'-4"
6'-5"
1'-6 1/4"
7'-11 1/4"
20'-0"4'-5"2'-6"21'-0"37'-4"21'-0"2'-0"0'-6"2'-0"3'-9 1/2"13'-6 1/4"22'-5 1/2"7'-4"4'-4"4'-11 3/4"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"
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'-0"2'-9"2'-9"1'-0"6'-2 1/2"
4"
2'-5 1/2"
8'-8"3'-9"18'-11"11'-0"11'-4"LCLCLC2'-0 3/4"3'-0 1/2"85'-1 1/2"12'-1 3/4"37'-4"21'-0"8"7"11'-10 1/2"1'-2"7"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"3'-0"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"8'-4"3'-0 1/2"8'-2 1/2"1'-9"4'-4"4'-4"18'-8"3'-6"11'-2"6'-2"4'-0"6'-8 1/2"0'-11 1/2"3'-4 1/2"3'-4 1/2"0'-11 1/2"12"5'-2"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/A47/49/50 7.11/A47/49/50 7.11/A53 7.12
57 7.1338 7.9
6"0'-4"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.13'-0" WIDEWINDOWS4'-0 3/4"23 7.5
S
E
E
S
H
E
E
T
1
8.1MASONLITE MFP39SEE SHEET 1 8.1MA
SO
N
L
I
T
E
M
F
P
3
9 /ASEE SHEET 1 8.1BRICK FIREPLACE3'-8 1/4"
3'-10"
2'-2"2'-6"2'-0"
1'-1"12" FOR RIGIDSTEEL FRAMEALIGN18"OUTDOOR KITCHEN W/STONE COUNTERFRAMELESSGLASS POOLENCLOSUREFENCE (5'-0" MIN.)6" CMU WALL CONC.FENCE WALL W/ PTD.BRICK VENEER (5'-0"MIN. - 6'-0" MAX HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)14.0 TOC1
7
.
5
T
R
1
8
.
5
TW
(18.5 TW)(15.32 TW)20.5 TF1
4
.
0
F
S 18.5 TF(13.49 FS)(16.66 TW)(1
7
.
0
F
S
)
6'-0"
13'-11 1/4"4'-11 1/4"4'-5 1/4"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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"1POOL ENCLOSURE BARRIER NOTES:1. EVERY POOL AND/ OR SPA SHALL BE ENCLOSED BY A BARRIER.2. POOL BARRIER SHALL COMPLY WITH THE FOLLOWING:A) 5 ft or greater height above grade, measured from outside of the pool area.B) Minimum 45 inches spacing of horizontal members when placed on the outside of the fence.C) Maximum 4 inch spacing of vertical members.D) Decorative cutouts shall not exceed 1.75 inches wide.E) Maximum 2 inch vertical clearance between the bottom of the fence and ground.F) Maximum 1.75 inch square chain link mesh, unless provided with slats fastened at the top and bottom which reduce the openings to 1.75 inches or less.G) Diagonal members shall form openings of 1.75 inches or less.H) Gates shall have self-closing, and self-latching mechanisms. Latch mechanism shall be at least 60 inches above the ground. I) All gates shall swing out of the pool area in the direction leading to a public way.PA2022-0204
LOT 320 F.P.321GOLF CART
4'-0"
SETBACK 4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-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-LCLCLCLCLCLCCENTER F.P. IN WALL
2'-6"2'-0"12"
12"ELEV.EQ.EQ.2'-4"1'-8"SLOPERPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.SEE DOOR & WINDOW SHOPDRAWING DIMENSIONS TOLOCATE (2) 4" DIA. STEEL PIPEEXPOSED CLOUMNSGREAT ROOM-DINING-STACK WASHER& DRYERLAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"
12"16"16"WATER HEATERCLOSET
2'-0"2'-0"4'-0"FGFGEEDDCCBBAA11234523454'-0" LONGBBQ.E1E24E12E2E3E4E5E6E7E8E9E10E11E13E14E15E16E25105103104106109107110ABBGHIJE22 7.5
ROLLER SHADE
57 7.13SEE SHEET 1 8.1MASONLITE MFP39
SEE SHEET 1 8.1MASONLITE MFP63/A47/49/50 7.11/A47/49/50 7.11/A53 7.12
57 7.1338 7.9
AAABACADAE1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1AFAG57 7.13
23 7.5
SEE SHEET 1 8.1MASONLITE MFP39F/ASEE SHEET 1 8.1BRICK FIREPLACE12" FOR RIGIDSTEEL FRAMEALIGNE26
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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(17 3(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 LEGEND1009KPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.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 7.1SMART SMOKE DETECTOR & CARBONMONOXIDE ALARM . SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.9DOWNSPOUTPA2022-0204
LOT 320FG
FGEEDDCCBBAA1123452345IPE 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
SLOPESLOPEBAR213HB8HB9HB10DRY CLEANINGBAY(2) STACK WASHER& DRYERSLCFC-45'-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'-7 1/2"1'-7 1/2"
3'-2"1'-7"1'-7"
1'-7 1/2"1'-7 1/2"
12"4'-4"12"
6"6"6"2'-11 1/2"5'-8"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
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
9 7.2
2'-0"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.14'-9"2'-2"48 7.11
DENTIL DET./A48 7.11DENTIL DET.48 7.11
DENTIL DET.
4 7.1
ROLLER SHADE
0'-6"3'-2"0'-8"1'-9 1/2"2'-5 1/2"0'-10"/ASEE SHEET 1 8.1BRICK FIREPLACE3'-2"2'-0"3'-6"3'-6"2'-11"2'-11"1'-7"2'-5"
2'-1"1'-11"36"x36" ROOF HATCHSEE DETAIL 28/ A7.7BALCONY ENCROACHMENTINTO FRONT SETBACKTRELLIS ENCROACHMENTINTO FRONT SETBACKA-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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 320FG
FGEEDDCCBBAA1123452345IPE 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
SLOPESLOPEBAR213HB8HB9HB10DRY CLEANINGBAY(2) STACK WASHER& DRYERSLCFC-4E17201E18E19E20E21E22E23202203204205206207208209210211212213214215216217218219220221223222224225226BMMNOPPRQSQSTTTUUKLVVWXQQQQ28 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
1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.148 7.11
DENTIL DET./A48 7.11DENTIL DET.48 7.11
DENTIL DET.
4 7.1
ROLLER SHADE
4 7.1ROLLER SHADE
9 7.2 /ASEE SHEET 1 8.1BRICK FIREPLACE1'-7"2'-5"
2'-1"1'-11"BALCONY ENCROACHMENTINTO FRONT SETBACKTRELLIS ENCROACHMENTINTO FRONT SETBACK36"x36" ROOF HATCHSEE DETAIL 28/ A7.7A-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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 LEGEND1009KPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.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 7.1SMART SMOKE DETECTOR & CARBONMONOXIDE ALARM . SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.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(17 3(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 320
ELEV 36.80' T.O. STANDING SEAM RIDGEELEV 36.62' T.O. STANDING SEAM RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGECRICKETELEV 36.80' 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 27.72'
RIDGE
ELEV 36.80'
T.O. STANDING SEAM RIDGE
ELEV 36.80'
T.O. STANDING
SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1214NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)5FLAT ROOF TOCLEAR SKYLIGHTCORNERDOWNSPOUT ONLYAND GUTTER1/4":1'-0" SLOPECRICKETPITCH
5:12
PITCH8:12PITCH8:12PITCH10:12PITCH
5:12
SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH
3:12SKYLIGHT3
COPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8PARAPET
2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)322314ELEV 27.72'
RIDGE
PITCH BREAK @RIDGEROOFACCESSHATCH12345FGFGEEDDCCBBAA1123452345YYYY/A69 7.15
4 7.1
23 7.5
14B 7.3
4 7.1
22 7.5
/A27 7.7/A27 7.7
27 7.7
6 7.2
6 7.2
66 & 68 7.15
/A66 & 68 7.15/A14A 7.3/A69 7.15/A69 7.15
24 7.6
24 7.6
67 7.15 6 7.2
6 7.2/A6 7.2/A14A 7.3/A66 & 68 7.1577.
277.2
12 7.3
67 7.15
67 7.15
12 7.3
12 7.3
12 7.3
16 7.4
0'-6"
0'-6"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.112 7.3/A69 7.15
70 7.15
70 7.15
/A66 & 68 7.15
3'-0"
3'-0"
3'-0"
12 7.3
207.4207.4/ASEE SHEET 1 8.1BRICK FIREPLACE36"x36" ROOF HATCHSEE DETAIL 28/ A7.7A-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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 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
LOT 320
ELEV 36.80' T.O. STANDING SEAM RIDGEELEV 36.62' T.O. STANDING SEAM RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGECRICKETELEV 36.80' 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 27.72'
RIDGE
ELEV 36.80'
T.O. STANDING SEAM RIDGE
ELEV 36.80'
T.O. STANDING
SEAM RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1214NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)5FLAT ROOF TOCLEAR SKYLIGHTCORNERDOWNSPOUT ONLYAND GUTTER1/4":1'-0" SLOPECRICKETPITCH
5:12
PITCH8:12PITCH8:12PITCH10:12PITCH
5:12
SLOPE1/4":1'-0"1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH
3:12SKYLIGHT3
COPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8PARAPET
2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)322314ELEV 27.72'
RIDGE
PITCH BREAK @RIDGEROOFACCESSHATCH12345FGFGEEDDCCBBAA1123452345/A69 7.151611271238495101314INSTALLATION 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
14B 7.3
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/A14A 7.3/A69 7.15/A69 7.15
24 7.6
6 7.2
6 7.2/A6 7.2/A14A 7.3/A66 & 68 7.1577.
277.2
67 7.15
67 7.15
12 7.3
12 7.3
16 7.4
23 7.5
1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.114B 7.3
12 7.3
24 7.6
67 7.15
70 7.15
/A69 7.15/A66 & 68 7.15/A66 & 68 7.15
3'-0"
3'-0"
3'-0"
3'-0"
70 7.15
12 7.3
12 7.3
207.4207.4/ASEE SHEET 1 8.1BRICK FIREPLACE36"x36" ROOF HATCHSEE DETAIL 28/ A7.7A-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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
PROPERTY LINE
1A4.12A4.1MATCH GARAGEDOOR HEIGHT21WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS4'-0"9'-5 3/8"18 5/8"
1'-6"
8'-0"
22'-0"
24'-0"
23'-0"
2'-0"
2'-0"2'-0"3-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"8'-0"
30"
36"1'-0"1'-0"18"18"
18"
30"BLACK SHINGLES3'-0"1"67((//$''(5TRASHTRASHPOP OUT F.P. 6"SIDE MOUNT FLUEFIXEDCOPPER SKYLIGHT4'-0" WIDE EUROPEANCASEMENT18" KICK PLATE3" BRICK VENEER23'-6 3/4" CITY BUILDING HEIGHTE10E9E82 7.1
2 7.1
22 7.5
19 7.4 677.15 14A 7.3
19 7.4
19 7.4 UTUTTQJIGHFQY687.15277.727 7.714A7.312A7.31A4.22A4.21A4.312349'-5 3/8"18 5/8"23'-0"22'-0"24'-0"WHITE 2-1/2" BRICK WHITE WASHEDBLACK SHINGLES @GARAGE DOORWHITE 2-1/2" BRICK WHITE WASHED9'-11 3/8"7'-6"5'-9"3'-6"
7'-0"
7'-0"
7'-0"2ND FLOOR BLACK PAINTED SHINGLES9'-6"
1'-0"
18 5/8"4'-0"30"30"L13.50' EXISTING GRADE AVE. T.O. CURBCSPRING POINTCENTER TUB ON RIDGES(SHIFT 6")T.O. WINDOWCOURSE OF 2-1/2""WHITEWASHED" BRICK VENEER4-1/2" SHINGLES EXPOSUREPAINTED PLACKDUNN EDWARDS "BALLAST BLACK"BRICK HEADERRECESSED WINDOWSTEPPING BRICK13.50' EXISTING GRADE AVE. T.O. CURB9'-5 3/8"1'-6 5/8"
23'-0"
22'-0"
24'-0"COPPERSKYLIGHT8'-2"BOTTOM OF TRELLIS23'-6 3/4" CITY BUILDING HEIGHT13.50' ESTABLISHEDGRADE DETERMINATION2'-0"1234555 7.12
27 7.7
24 7.6
67 7.15
27 7.7
68 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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"ALKE1E16E15E14E13E18E17PA2022-0204
PROPERTY LINE
PROPERTY LINE
1A4.12A4.131WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"22'-0"24'-0"
24'-0"
23'-0"18 5/8"8'-0"9'-5 3/8"
9'-5 3/8"18 5/8"8'-0"
23'-0"
22'-0"
7'-0"
3'-6"
7'-0"
8'-0"
7'-0"
9'-0"
8'-0"3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS8'-0"
9'-0"8'-6"8'-0"
2'-0"BLACK SHINGLESFINISH GRADEPLATFORM DECKRETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSESANDY BEACH10'-0"FIREPLACEPER LA4'-0"
FTG. DEPTH
PER S.E.
7'-0"
23'-6 3/4" CITY BUILDING HEIGHT
/A19 7.4
/A19 7.4
/A40 7.10 39 7.10
/A39 7.10
/A42 7.10 41 7.1010 7.2277.
7
/A2 7.1
/A24 7.6
/A27 7.7
/A1 8.1BRICK FIREPLACE1A4.32A4.21A4.218 5/8"
1'-6"3'-6"16"1'-6"
9'-5 3/8"
2'-0"22'-0"
8'-0"
23'-0"
24'-0"
18"3-1/2" WIDE HORIZONTAL SIDING(CLAPBOARD) PAINTED WHITE / WHITEPANEL 1" STANDING SEAMCOPPER ROOFINGBLACK SHINGLESFIXEDBLACK SHINGLES18" KICK PLATE18"POP OUT F.P. 6"WALL BEYOND4'-0"
10'-0"
3'-0"F.P.23'-6 3/4" CITY BUILDING HEIGHT 543214 7.1
18 7.4 277.751 7.12
4 7.1
27 7.7
1 8.1
BRICK FIREPLACE
27 7.7
52 7.12
23 7.5
22 7.5
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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)E4E3E2E6E5E22E19E20BCQONBSRPPSMMPOBFQE26PA2022-0204
24'-0"22'-0"GREAT ROOMKITCHEN1A4.32A4.21A4.29'-2"BEDROOM 5BEDROOM 6BATHBATHF.P.OFFICE / BEDROOM 4BATH7'-0"POOL CABANAPRIMARY SUITE5'-9"1'-3"
R3
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9'-4 5/8"
23'-0"
9'-0"
2'-0"9'-5 3/8"1'-6 5/8"
5'-9"DINING ROOM9'-0"
9'-4 5/8"5432127.1147.31
4
7.
327.1197.46 7.2
24'-0"22'-0"1A4.32A4.21A4.2BEDROOMBATHMUD ROOM / PANTRYLAUNDRY7'-0"PRIMARY BATHSHOWERSTAIN GRADE RIFT CUTWHITE OAK5'-9"1'-3"
9'-0"
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7'-0"
2'-0"23'-0"9'-5 3/8"
7'-11 1/4"6'-0"1'-6 5/8"7'-0" CLEAR STORY9'-8 5/8"
9'-5 3/8"
8'-9 1/2"
8'-0"
8'-1"1/4":1'-0" SLOPE@ DECKEXPOSED STEEL I-BEAM67((//$''(51/2":1'-0" SLOPE@ DECK8'-0"
8'-6"TOWEL543212 7.1Y66/68 7.15
2 7.1197.4197.466/68 7.15
66/68 7.15
48 7.11
48 7.11SECTION1/4" = 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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"103219V207211215216AAAHPA2022-0204
22'-0"BEDROOM 6T E R R A C EDINING ROOMPROPERTY LINE
PROPERTY LINE10'-0" SETBACK DEAD LEVEL IPE WOODDECK ON PEDESTALS13.50' T. O.EXISTING BULKHEAD2'-0"CLEARSLOPE 2% TO STREETPRIMARY CLOSET4-CAR GARAGEEXPOSED STEEL I-BEAMDECK9'-5 3/8"2'-0"23'-0"18 5/8"24'-0"
9'-4 5/8"
9'-0"
8'-1"
R16'-
0
"
9'-0"
9'-0"
7'-6"
9'-5 3/8"3'-0"0'-6"9'-0"
8'-0"
1"ELEVATORSUNKEN LAWNFCUDOUBLE ONLOOKER EACHSIDE OF 2x10 ROOF RAFTERPLACEMENT PER EXTERIORELEVATIONSABCDEF677.15117.21
6
7.4RETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSEAQUARIUMEXERCISE ROOM/BEDROOM 3OFFICE/ BEDROOM 4POOL CABANAENTRY FOYERPROPERTY LINE
PROPERTY LINE
KICK PLATE13.50' T. O. BULKHEADBLACK SHINGLESSANDY BEACHBRICK DENTIL DETAIL ATINSIDE OF BARREL ONLY.MATCH DETAIL 69/A7.15R2
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9'-2 1/2"BRICK DENTIL DETAIL ATWOOD & BRICK TRANSITION4'-0"STEPPING BRICK9'-0"
9'-4 5/8"
1'-6"ABCDEF11 7.269/707.
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7.3117.2117.248 7.1148 7.1157.1SECTION1/4" = 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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"QQE19E22X220221ZE24D204105ABACADAEEFE7AGAFPA2022-0204
123PROPERTY LINE
PROPERTY LINE
SLOPE 2% TO STREET13.50' T. O.EXISTING BULKHEAD24'-0"18 5/8"2'-0"9'-5 3/8"23'-0"22'-0"6'-0"7'-0" CLEAR STORY34"
8'-0"
1"ABCDEF677.159
7.2/A8 7.2
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"FGFGEEDDCCBBAA112345234512"12"12"
1/3 1/3 1/38"S.P. 5'-9"R4'-4"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"R2'
-
8
"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.19'-2 12" T.O. ARCH5'-9" S.P. + 4'4" RAD. BARREL = 10'-0" T.O. BARRELS.E. TO USE 2x8 JOISTS @ BARREL CEILING ONLY9'-2 12" 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 WINDOWR3'-4 1/2"R3'-5 1/2"R3'-4 1/2"R3'-5 1/2"23 7.5
22 7.5
ROLLER SHADE
SEE DETAIL FORROLLER SHADE IN7"x7" BEAM321GOLF CARTENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C E5ADUCLOSET-LCLCLCLCLCLCELEV.SLOPELCLCLCLCLCSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'B B QGREAT ROOM-DINING-L A W NFC-1FC-3FC-7FC-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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"9'-5"9'-5"8'-1"BARREL9'-6"7'-11 1/4"7'-11 1/4"7'-6"8'-0"8'-0"9'-6"BARREL1"x6"9'-0"9'-5"9'-4 5/8"9'-8 5/8"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"9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"PA2022-0204
IPE 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-LCFC-4LOT 320
1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1FGFGEEDDCCBBAA1123452345S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"4 7.1
ROLLER SHADE
/A4 7.1ROLLER SHADE4 7.1
ROLLER SHADE/A4 7.1ROLLER SHADER16'-0"R24'-0"
1'-3"3'-1"1'-3"3'-1"1'-3"3'-1"1'-3"3'-1"5 7.1
DOUBLE
ONLOOKER
RAFTER
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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"18'-6"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"ELLIPSEELLIPSESIDES OF BARRELCEILING @ 7'-6"TOP OF BARREL
CEIL. @ 8'-0"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 @ 8'-6"HIPS FLAT @ 8'-6"8'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"
7'-0"
1x6 SQUARE
GROOVE @ 8'-9 1/2"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"WOOD BEAM8'-6"8'-6"8'-6"8'-6"8'-6"7'-0"
1x6 SQUARE
GROOVE @ 8'-9 1/2"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-0"
7'-0"
7'-0"8'-0"PA2022-0204
9'-0"
5'-9"3'-112"
8'-1012"1'-112"4'-0"1'-112"6'-3"7'-0"2'-6"5'-0"2'-6"9'-312"3'-9"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'-85 8"
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-A2STAIN 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'-7 "E-A29'-0"E-B-18'-4"I-C102NOT USED1031041105120120216'-2 3/8"203204205206207208209210E4E-C2'-6"5'-0"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-EE-NE10E11E12E13E14E15E16E18E17E-DE10E11E13E-EE-IE-H201202203204205206207208209210E12E14E15E16E17E18E19E19STEELSIDE GATE8'-0"STEELUSE TEMPERED GLASSE20E20211211E-BNOTE:FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.E-F 2E-D3'-3"6'-6"7'-6"STEELGLASS2'-8"7'-0"12E-ME-EE-EE-C113'-9"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"-SLIDING DOOR @ PRIMARY BATHE-CE-FE-JE-GE-LE-KU FACTOR 0.51SHGC 0.35S.P.ARCHED ENTRY DOORE-B2'-6"5'-0"STEEL7'-0"247'-6"9'-0"30'-0"STEEL13'-9"4'-0"3'-4"3'-8"SIDE GATE1 9'-0"9'-0"E-H8'-0"118'-612"18'-612"E-I8'-0"19'-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"I-DFINAL INTERIORDOOR DESIGNPER INTERIORDESIGNER.SEE PLANFOR DOORSWING2'-6"2'-6"2'-6"2'-6"1'-6"
1'-6"3'-0"9'-0"2'-8"2'-8"I-A12'-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-A17'-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"18'-4"4'-7"4'-7"4'-7"4'-7"30'-0"7'-6"7'-6"7'-6"7'-6"FIXEDFIXED5'-9"3'-212"
8'-1112"1'-212"4'-0"1'-212"6'-5"S.P.LINE OF ARCHEDOPENINGE24E24E-NE25E25E-A1SEE DIAGRAMSEE DIAGRAMENTRY DOORNOT USEDPOCKET SLIDERE-A11'-6"
KICK PLATEE26E-F 22'-0"4'-0"7'-0"WATER HEATER CLOSETUNDERSIDEOF BEAME26SCALE: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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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"3'-338"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"5'-058"5'-058"3'-338"16'-8"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'-312"5'-6"EQEQ3'-712"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'-0"2'-0"
7'-0"4'-4"EQEQ7'-0"9'-6"2'-0"
0'-8"2'-8"6'-0"3'-814"4'-334"
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.ABDECASEMENTEFGCASEMENTHIJMLKLCASEMENTTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDCKSTEELTEMPEREDTEMPEREDFIXEDSWING/FIXED4'-0" 4'-0"5'-0" 4'-0"6'-358" 9'-0"7'-0"2'-112"5'-6" 6'-2"7'-818" 4'-6"6'-0" 3'-6"CASEMENT5'-312" 2'-6"16'-8" 7'-912"FGHWOODMTEMPEREDCASEMENT3'-0" 5'-0"WOODWOODWOODWOODWOODJCASEMENTTEMPERED3'-712" 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"WOODWTEMPERED3'-814"CASEMENTWOODXTEMPERED9'-6" 7'-0"WOODYTEMPERED6'-0" 2'-0"4'-4"STEELFIXEDFIXEDCASEMENTFIXEDFIXEDFIXEDFIXEDSTEELSTEELWOODSTEELWOOD9'-0"Z9'-0"TERRACE & POOLCABANA F.F.E.ZTEMPERED7'-0"FIXEDSTEELAAABAD AETRANSOM SCHEDULESYMBOLWIDTHHEIGHTTYPEMATERIALABACADAAADDITIONAL NOTESAETEMPEREDTEMPEREDTEMPEREDTEMPEREDTEMPEREDFIXED15'-4" 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"4'-0"0'-8"AHAHTEMPERED (ELEVATOR WINDOW)4'-0"FIXEDSTEEL7'-5 12"8'-558"3'-0"8'-558"3'-0"5'-558"5'-558"PLANSCALE: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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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 ONLY3'-6"3'-7"TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDETRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDE3'-4"3'-4"SK-5TEMPERED3'-6" 3'-7"SK-6TEMPERED3'-4" 3'-4"SK-7TEMPEREDSTEEL/GLASSSTEEL/GLASSSTEEL/GLASSSK-8TEMPEREDSTEEL/GLASS3'-4" 3'-4"3'-4" 3'-4"SKYLIGHT5SCALE: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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SET
NOVEMBER 10, 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