HomeMy WebLinkAboutPA2021-055_20210715_Plans_ApprovedSCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGPRIVATE RESIDENCE
1 Collins IslandNewport Beach, CA. 92662
SHEET INDEX
A-0.0 COVER SHEET
PROJECT INFORMATION
ARCHITECT SINCLAIR ASSOCIATES ARCHITECTS A.I.A.WESTWOOD VILLAGE STUDIO10956 WEYBURN AVENUE, STUDIO 200LOS ANGELES, CA. 90024PHONE:FAX:EMAIL: RSINCLAIR@SINCLAIRARC.COM
CONSULTANT LIST
310.824.9420310.824.9430
OWNER DIVIDED SKY SMKJ LLC4639 S. LINDHURST AVE.DALLAS, TEXAS 75229
VICINITY MAP SUBJECTPROPERTY
A-2.1
ROOF PLAN - 1/4" : 1'-0" SCALE
AREA CALCULATIONS - 1/8" : 1'-0" SCALEA-2.01
ARCHITECTURAL CONTINUATION
SITE PLAN - 1/4" : 1'-0" SCALEA-1.1
A-0.0COVER SHEETAS SHOWN
A-2.3
A-2.5
A-2.7
SECOND FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALE
THIRD FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALE
FIRST FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALE
APN 050-010-06
LOT SIZE
TO PROPERTY LINES 6,772.32 SQ. FT. (INCLUDES PARTOF PRIVATE ROAD)
TO OUTSIDE OF SETBACKS 4,845.08 SQ. FT.
LEGAL EDSCRIPTION LOT 1 OF TRACT 01723 IN THE CITYOF NEWPORT BEACH, COUNTY OFORANGE, STATE OF CALIFORNIA. ASPER MAP RECORDED IN BOOK 50,PAGE 31 OF MAPS.
COMMUNITY ASSOCIATION COLLINS ISLAND ASSOCIATION
NEW PORT BEACH PLANNING GUIDELINES
MAIN RESIDENCE SETBACKS
OCEANSIDE SETBACK 7'-0"SIDE SETBACK 4'-0"FRONT SETBACK 4'-0" PRIVATE STREET
PROJECTION OF EAVES AND F.P.CHIMNEYS CAN PROJECT MAX. 1'-0"INTO SETBACK (WITH EXCEPTION OFZERO SETBACK LINE)
SIDE YARD FENCING 6'-0" MAX FROMNATURAL GRADE
FRONT SETBACK YARD FENCINGMAXIMUM 3'-0" HIGH
BASE HEIGHT ZONEBUILDING HEIGHT 29'-0" FROM AVERAGE NATURALGRADE (ANG) ESTABLISHED BY THEFOUR BE CORNERS. IF ADJOININGNEIGHBORS ANG IS HIGHER PERSURVEY. PLANNING WILL CONSIDEREQUALING NEIGHBORS ANG.
29'-0" SLOPED MIN. 3:12
24'-0" FLAT TOP OF 3RD FLOOR 42"HIGH GUARDRAIL
REVIEWING AGENCIES CITY OF NEWPORT BEACH PLANNINGDEPARTMENT CALIFORNIA COASTALCOMMISSION COASTAL PLANCOLLIN'S ISLAND ASSOCIATION.
A-3.1 FRONT & LEFT SIDE ELEVATION - COTTAGE 2
A-3.2
A-3.3
A-3.4
FRONT & LEFT EXTERIOR ELEV. / SECT. - COTTAGE 1
REAR & EXTERIOR ELEV. / SECT. - COTTAGE 2
REAR & RIGHT SIDE ELEVATION - COTTAGE 1
CIVIL /SURVEYOR
SOILS ENGINEER
STRUCTURAL
FORKERT ENGINEERING & SURVEYING, INC.22311 BROOKHURST ST, STE 203HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: TOMR@FORKERTENGINEERING.COM
714.963.6793714.963.7296
SHAH ENGINEERING GROUP INC26893 BOQUET CANYON ROAD, #C427SAUGUS, CA 91350PHONE:FAX:EMAIL: KAMAL@SHAH-ENGINEERING.COM
661.702.8300661.702.8400
949.789.7221949.789.7222
HERITAGE ENERGY GROUP470 WALDIRVINE, CA 92618PHONE:FAX:EMAIL: RUDY@HERITAGEENERGYGROUP.COM
EGA CONSULTANTS, LLC375-C MONTE VISTA AVENUECOSTA MESA, CA 92627PHONE:FAX:EMAIL: WORTHY10@AOL.COMAUGUST 31, 2016PROJECT NO. RL973.1
949.642.9309949.642.1290
LANDSCAPEARCHITECT
949 / 338-8097
PETER PHILIPSPHILIPS DESIGNLANDSCAPE ARCHITECTURE25622 EASTWIND DR.DANA POINT, CA. 92629PHONE:pete@philips-design.comwww.philips-design.com
SURVEYOR APEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: APEXLSINC@GMAIL.COM
714.488.5006714.333.4440
SOLAR PANELS LOCATION PLAN - 1/4" : 1'-0" SCALEA-2.8
TITLE-24CONSULTANT
MATERIAL AND FINISH INDEX
A.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: ARCHITECTURAL IRONWORKS OR STEELWORKS GLASS: GLAZINGTO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCK MEMBRANE. AIR SPACEBETWEEN GLASS PER TITLE 24 CALCULATIONS.. SPACER BAR TO BE THE COLOR OF THEOPENING. VERIFY WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.
COTTAGE ONE: EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH W/ CAULKED IN STOPS.COTTAGE TWO: EXTERIOR COLOR: WHITE/ WHITE FINISH WITH ALUM. STOPS BEINGTHE SAME COLOR 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
MATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND
BRACKETS .
COTTAGE ONE: MATERIAL 16 OZ. COPPER NATURAL FINISH. NO ARTIFICIAL PATINA
COTTAGE TWO: EXTERIOR COLOR: ALUMINUM OR GALV. IRON PRIMED AND PAINTED
TO DUPLICATE ROOF COLOR AND SCHEEN.
- THERE ARE A FEW CONCEALED DOWNSPOUTS, 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 SIDINGCOTTAGE ONE: CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAY
ONE HOUR RATING.
COLOR: BLACK COLOR PER ARCHITECT.
UNDERLAYMENT: TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER.
COTTAGE TWO: MITERED CORNERS.COLOR: WHITE, COLOR PER ARCHITECT.UNDERLAYMENT: TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER.
D.METAL STANDING SEAM ROOF
COTTAGE ONE: MATERIAL, GALV.10 YEAR WARRANTIED BY MANUFACTURER
PAINTED FINISH, NO SHEEN.
COLOR: BLACK COLOR PER ARCHITECT.
COTTAGE TWO: MATERIAL, GALV.10 YEAR WARRANTIED BY MANUFACTURERPAINTED FINISH, NO SHEEN.COLOR: ZINC GREY. COLOR PER ARCHITECT.
E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADE
COLOR: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.
F.DECK MATERIAL TO BE SEAMLESS FROM CABANA INTERIOR TO EXTERIOR.ALL POCKET SLIDERS THROUGHOUT HOUSE TO HAVE SAME STONE FLUSH THRESHOLDSTO INSIDE OF EXTERIOR WALL PLANE.AS EXTERIOR MATERIAL.
MATERIAL: COLOR: LIGHTEST COLOR.SIZE: LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.
G.GLASS GUARDRAILSMATERIAL: 1/2" CLEAR LAMINATED GLASS
MANUFACTURER: T.B.D.
HARDWARE: OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOEL BERMANGLASS 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 FRAMING
MATERIAL: STEEL SEE DETAIL 79/A7.18.
SIZE AND SPACING PER PLAN.
COLOR: WHITE TO MATCH COTTAGE 2 SIDING.NOTES:-SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.
I.FIREPLACE CHIMNEY TOPCOPPER CAPS, 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: IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS.
M.ONE COLLINS ISLAND ADDRESS SIGNAGE.
MATERIAL STAINLESS STEEL
COLOR: BLACK
CIVIL
INTERIORDESIGNER KELLY NUTT DESIGN700 CARNATION AVENUE, SUITE ACORONA DEL MAR, CA 92625PHONE:FAX:EMAIL: KELLY@KELLYNUTTDESIGN.COM
949.662.4226
SEA WALLENGINEER PMA CONSULTING, INC.28161 CASITAS CT.,LAGUNA NIGUEL, CA 92677PHONE:FAX:EMAIL: CONSULTING@PMA-BG.COM
714.717.7542
SQUARE FOOT TABULATION
SURVEY PLAN FROM SURVEYORA-1.0
A-4.1 SECTIONS - COTTAGE 1
A-4.2 SECTIONS - COTTAGE 2
A-2.2 FIRST FLOOR KEY PLAN - 1/4" : 1'-0" SCALE
A-2.4 SECOND FLOOR KEY PLAN - 1/4" : 1'-0" SCALE
A-2.6 THIRD FLOOR KEY PLAN - 1/4" : 1'-0" SCALE
CDP THIRD SUBMITTAL / BUILDING DEPT. FIRST SUBMITTAL / BID SET
ARCHITECTURALPROJECT DESCRIPTION:
DEMOLITION OF EXISTING HOUSENEW 5,307.14 SQ FT OF CONDITIONED SPACE SINGLE FAMILYRESIDENCE WITH THREE CAR GARAGE AT 662.76 SQ FT ANDMECHANICAL STORAGE AT 62.61 SQ FT UNCONDITIONED SPACES.TOTAL SQ FT OF CONSTRUCTION = 6,032.51 SQ FT.
SITE IMPROVEMENTS:
GRADING QUANTITIES: CUT 81 CY FILL 4 CYRAISE EXISTING SEAWALL TO 10.90 NAVD 88, REPLACE NEW DEAD-MENINTO EXISTING SEAWALL. FULL LANDSCAPE PLANS WITH SPA AND PLANTING PLAN.GLASS RAILING AT SEAWALL. 5 BEDROOMS, 6.5 BATHS.REPLACE RAILING AND DECKING AT DOCK. UNDER SEPARATE PERMIT.
PRECISE GRADINGC-2
EROSION CONTROL PLANC-4
D-1 DEMOLITION PLAN
M.E.P.GREGORY DESIGN4 SHETLAND,TRABUCO CANYON, CA 92679PHONE:FAX:EMAIL: CAITLIN@GREGORY-DESIGN.COM
949.888.9511
A-6.1 DOOR SCHEDULE
A-6.2 WINDOW SCHEDULE
SOILS REPORT RECOMMENDATIONSC-5
TITLE SHEETC-1
SECTIONSC-3
PAINTED FINISH, NO SHEEN.
ZONE R-1SETBACK MAP NO.S-4 PC
COASTAL ZONE
PROPOSED FLOOR AREAA-2.02
NEWPORT BEACH FLOOR AREA CALCULATION
1ST FLOOR
2ND FLOOR
3RD FLOOR
TOTAL PROPOSED FLOOR AREA 6,032.51 S.F.
2,754.49 S.F.
510.98 S.F.
15% OF THE BUILDING AREA OF THE LOT IN ADDITION TO THEREQUIRED SETBACK AREASREQUIRED: 0.15 x BUILDABLE AREA: 518 SQ. FT. x 2 = 1,036 SQ. FT.
OPEN VOLUME AREA REQUIRED (20.48.180.A.3)
OPEN VOLUME MUST BE LOCATED WITHIN THE BUBBLE ENVELOPE(WITHIN THE SETBACK; UNDER 24 FEET) OPEN VOLUME MUST HAVE A MINIMUM DIMENSION OF 5 FEET INDEPTH FROM THE SETBACK LINE ON WHICH IT IS LOCATED. OPEN VOLUME MUST BE OPEN ON A MINIMUM OF ONE SIDE ANDHAVE MINIMUM CLEAR DIMENSION OF 7.5 FEET.
15% OF THE BUILDING AREA OF THE LOTS WIDER THAN 30 FEETMAXIMUM: 0.15 x BUILDABLE AREA = 518 S.F. PROPOSED 510.98 S.F.
THIRD FLOOR AREA LIMITATION (20.48.180.A.2.a)
20% OF THE BUILDING AREA FOR LOTS 30 FEET WIDE OR LESS:MAXIMUM: 0.20 x BUILDABLE AREA = PROPOSED:
50% OF THE TOTAL BUILDING AREA:MAXIMUM: 0.5 x BUILDABLE AREA = 1,728.34 PROPOSED: 588.96
COMBINED THIRD FLOOR AREA AND COVERED DECKLIMITATION (20.48.180.A.2.b)
PROPOSED = 513.35 S. F. X 2 = 1,026.70 S.F. > 518 S.F. MIN. REQT.
PROPOSED = 510.98 SQ. FT. < 518 SQ. FT. ALLOWABLE
PROPOSED = 510.98 SQ. FT. + ELEVATOR AREA + COVERED DECK= 588.96 SQ. FT. < 1,728.34 SQ. FT. ALLOWABLE
CALCULATION 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) CALCULATION DOES NOT INCLUDE SUBTERRANEAN BASEMENTS. COVERED 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. REQUIRED 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.
PROPOSED = 6,032.51 SQ. FT. < 6,913.34 SQ. FT. ALLOWABLE S.F.
3
4
5
CONSTRUCTION SQUARE FOOTAGE
CONDITIONED FLOOR AREA (INCL. INTERIOR WALLS)
7 FIRST FLOOR LEVEL 2,041.67 SQ. FT.
8 SECOND FLOOR LEVEL 2,665.41 SQ. FT.
9 THIRD FLOOR LEVEL 510.98 SQ. FT.
TOTAL CONDITIONED 5,218.06 SQ. FT.
UNCONDITIONED FLOOR AREA
GARAGE 662.76 SQ. FT.
MECHANICAL 62.61 SQ. FT.
GRAND TOTAL CONSTRUCTIONSQUARE FOOTAGE 5,943.43 SQ. FT.
NOTE: N SEE NUMBER OF GRAPHIC ON
SHEET A2.01 & A2.02
2
1
9
8
7 7 8 9
GARAGE 662.76 S.F.
BUILDABLE AREAAREA WITHIN ALL SETBACKS
FLOOR AREA LIMITATION3,456.67 S.F. X 2
3,456.67 S.F.
6,913.34 S.F.
3
MECHANICAL 62.61 S.F.
2,041.67 S.F.
TOTAL AREA 725.37 S.F.
TOTAL AREA 5,307.14 S.F.
SEAWALL STRUCTURAL
LANDSCAPE
L-1 HARDSCAPE PLAN
L-2 HARDSCAPE DETAILS
L-3 LIGHTING PLAN
L-4 IRRIGATION PLAN
L-5 IRRIGATION DETAILS
L-6 IRRIGATION SPEFICATIONS
L-7 PLANTING PLAN
L-8 TREE PLAN
L-9 PLANTING DETAILS
L-10 PLANTING SPECIFICATIONS
SW-0 STRUCTURAL GENERAL NOTES
SW-1 SEAWALL SITE PLAN
SW-2 SEAWALL DETAILS
SURVEYC-6
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGD-1DEMOLITION PLAN1/4" = 1'-0"
DEMOLITION PLAN
1/4" = 1'-0"1
VERIFY WITH GENERAL CONTRACTOR& PMA CONSULTANTS ALL CONDITIONSWITH SEAWALL DEADMAN.
DEMOLISH ALL TREES.
DEMOLISH ALL SFR.
DEMOLISH ALL HARDSCAPE
EXISTING SEAWALL TO REMAIN INTACT.
1
DEMO NOTES:
LEGEND:
AREAS TO BE
DEMOLISHED
2
3
4
5
EXISTING FINISHEDSURFACE AT BULKHEAD
1 8.50
2 8.47
3 8.56
4 8.53
5 8.55
6 8.28
8.48 AVERAGE EXISTINGFINISH GRADE ATBULKHEAD
PROPOSED MAXIMUM GUARDRAILHEIGHT FROM8.50 NAVD88 EXISTING GRADE3.50 GUARDRAIL HEIGHT
12.00 NAVD88 MAXIMUM HEIGHT
1
2
3
4
5
6
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
SITE PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-1.1SITE PLAN1/4" = 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/FOUNTAIN
THIS 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 BEACH
ALL 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.
1.
2.
3.
4.
5.
6.
7.
8.
9.
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SITE PLAN NOTES
SEAWALL EXTENSION HEIGHTTO +10.90' NAVD88 SEE PMA CONSULTANT SET OF PLANSFOR BULKHEAD, UNDER SEPARATE REVIEW BYCALIFORNIA COASTAL COMMISSION.
NOTE: SEE LANDSCAPE PLANS FOR ALLHEIGHTS & DIMENSIONS OF ALLACCESSORY STRUCTURES, PERIMETERWALL, FOUNTAINS, BBQ & SPA.
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.
DEVELOPMENT ON LOTS WITH ALLEY ACCESSSHALL BE DESIGNED SUCH THAT PARKING ISACCESSED FROM ALLEY TO MINIMIZE ORELIMINATE CURB CUTS. EXCEPTIONSPERMITTED ONLY IN COMPLIANCE WITHCOUNCIL POLICY L-2; AND FOR PROPERTIES INCOASTAL ZONE, COMPLIANCE WITHSECTION 21.40.070.B AND C REQUIRED.
ALL LANDSCAPE FEATURES &HEIGHTS TO BE DEFINED INENCLOSED LANDSCAPE PLANS
ACCESSORYSTRUCTURES
LEGEND:
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
4'-0"
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LC SKYLIGHT
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4'-0"15'-0"4'-0"15'-0"15'-0"7'-0"4'-0"2'-0"A
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D
F E
B
0'-0"
GARAGE
UNCONDITIONED SPACE
G
4'-0"
LC
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UP4'-8"CLEAR2'-6"18'-7"31'-11"11'-9"54'-4"17'-10"H
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21'-8"54'-4"18'-7"36'-7"21'-3"5'-10"31'-7"
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4'-0"
LC
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UP
LC
LC
UP
LC
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A
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D
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654321 7SLOPETO DRAINELEVATORSEE CUTSHEET
SKYLIGHT
SHED ROOF OVERPORCH
F.P.
LC
LC
LC
LC
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SEAT
LC SKYLIGHT
6'-3"D
C
A
B
E
14'-3"20'-8"9'-3"8'-9"4'-11"
4'-0"
4'-0"15'-0"4'-0"15'-0"15'-0"7'-0"4'-0"2'-0"SECOND FLOOR
CELL X-DIM (f) Y-DIM (f) AREA (sf)
A 54.33 21.67 1,177.33
B -- 202.56
C 19.00 18.58 353.02
D 31.58 5.83 184.11
E 36.58 21.25 777.33
F -- 60.14
TOTAL 2,754.49
OPEN VOLUME AREA
CELL X-DIM (f) Y-DIM (f) AREA (sf)
A --220.73
B --124.35
C --72.50
D --51.12
E --44.65
FIRST FLOOR 513.35
SECOND FLOOR 513.35
TOTAL 1,026.70
COMBINED THIRD FLOOR
AREA & COVERED DECK
CELL LOCATION AREA (sf)
A + B THIRD FLOOR AREA 510.98
C ELEVATOR 36.56
D COVERED DECK AREA 41.42
TOTAL 588.96
THIRD FLOOR LEGEND
CONDITIONED
UNCONDITIONED SPACE
COVERED DECK
OPEN AREA
CELL X-DIM (f) Y-DIM (f) AREA (sf)
A 20.67 14.25 294.55
B --49.23
C --55.51
D 4.92 6.25 30.75
E 8.75 9.25 80.94
TOTAL 510.98
PROPOSED SQUARE FOOTAGE GROSS
1 1ST FLOOR GROSS 2,041.67 S.F.
2 2ND FLOOR GROSS 2,754.49 S.F.
3 3RD FLOOR GROSS 510.98 S.F.
GRAND TOTAL 6,032.51 S.F.
1, 2, 3 FLOOR AREA LIMITATION23 4 5
CONDITIONED FLOOR AREA
7 FIRST FLOOR LEVEL 2,041.67 SQ. FT.
8 SECOND FLOOR LEVEL 2,665.41 SQ. FT.
9 THIRD FLOOR LEVEL 510.98 SQ. FT.
TOTAL CONDITIONED 5,218.06 SQ. FT.
UNCONDITIONED FLOOR AREA
GARAGE 662.76 SQ. FT.
MECHANICAL 62.61 SQ. FT.
GRAND TOTAL COMBINED 5,943.43 SQ. FT.
7, 8, 9 CONSTRUCTION SQUAREFOOTAGEFIRST FLOOR
CELL X-DIM (f) Y-DIM (f) AREA (sf)
A 54.33 17.83 968.94
B -- 206.05
C 31.91 18.58 592.89
D --98.75
E 2.50 11.75 29.38
H --145.67
TOTAL 2,041.67
1
F -- 662.76
G --62.61
TOTAL 725.37
TOTAL AREA 5,307.14 S.F.
GARAGE 662.76 S.F.
MECHANICAL 62.61 S.F.
TOTAL AREA 725.37 S.F.
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.01AREA CALCULATIONS1/8" = 1'-0"
FIRST FLOOR PLAN
1/8" = 1'-0"1 SECOND FLOOR PLAN
1/8" = 1'-0"2
COMBINED THIRD FLOOR & COVERED DECK
1/8" = 1'-0"4 FIRST FLOOR OPEN VOLUME AREA
1/8" = 1'-0"5
THIRD FLOOR PLAN
1/8" = 1'-0"3
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
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C
D
F E
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7'-1"
TO CORNER
LC
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14'-3"20'-8"9'-3"8'-9"4'-11"
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CONDITIONED FLOOR AREA
7 FIRST FLOOR LEVEL 2,041.67 SQ. FT.
8 SECOND FLOOR LEVEL 2,665.41 SQ. FT.
9 THIRD FLOOR LEVEL 510.98 SQ. FT.
TOTAL CONDITIONED 5,218.06 SQ. FT.
UNCONDITIONED FLOOR AREA
GARAGE 662.76 SQ. FT.
MECHANICAL 62.61 SQ. FT.
GRAND TOTAL COMBINED 5,943.43 SQ. FT.
7, 8, 9 CONSTRUCTION SQUAREFOOTAGE
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.02PROPOSED FLOOR AREA1/8" = 1'-0"
FIRST FLOOR PLAN
1/8" = 1'-0"7 SECOND FLOOR PLAN
1/8" = 1'-0"8 THIRD FLOOR PLAN
1/8" = 1'-0"9
1 8.07
2 8.43
3 8.49
4 8.55
5 8.67
6 8.10
50.31 6 =8.385
AVERAGE EXISTING NATURAL GRADE = 8.385 ELEV. NAV 88
FINISH EXISTING GRADE
1/8" = 1'-0"10
FINDING 8.385 A.N.G. <9.00 ELEV.THEREFORE USE 9.00 NAV 88 AS A.N.G.AVERAGE NATURAL GRADE
FINISH EXISTING GRADE
OUTLINE OF PROPOSEDSTRUCTURE
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
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F L O O R L IN EBARPOOL BATH-
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S
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UP 4'-7 1/8"7'-2 3/4"3'-10"4'-4"7'-11"7'-11"1'-6"9'-2 1/2"2'-11 3/4"
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OUTDOORSHOWER
OUTDOORSHOWER 4'-8"CLEAR1
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72'-7"
4'-212"2'-312"17'-0"4'-2"8'-4"8'-10"
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LC 29'-3"37'-0"25'-9"2'-612"17'-4"4'-4"4'-1"8'-412"7'-312"1'-8"0'-712"0'-9"0'-312"0'-312"0'-9"0'-712"3'-8"1'-8"2'-0"C L E A R
2 '-0"3'-0" FRO M G U ARDRAILTO HARDSC APE13'-9"15R @ 11"39 7.9
FIRST FLOOR DIMENSION PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.1
1/4" = 1'-0" FIRST FLOORDIMENSION PLAN PLANTING AREA @ EXISTINGGRADE OF 8.50 NAVD88
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
15'-0"
4'-0"
E3
DINING-GREAT ROOM-
KITCHEN-7'-0"LC
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4 '-0 "SE T B ACK4'-0"SETBACKPOWDER-
RECESSED TVABOVE FIRE BOX
SIDE VENTFLUE FIREBOX
WATER WALL
TRASH CANS
DUTCH DOOR
BBQ-
AXIS
4" THK. GATE 3'-4"3'-4"4" THK. GATE
LC LC
UP
CENTRAL GASFLASH WATERHEATER
(2) THIN LINECONDENSERS #1 & 2 0'-4" F.P. INSET(1) THIN LINECONDENSER #320"20"2'-6" M AXIMUMPROJECTION4'-1"4'-0"
EXISTING DOCK
7 '-1"
T O C O RN E R
SEAWALL TO BE RAISED, TO10.90' NAVD88 PER PMACONSULTING INC. SET OFCONSULTANT DRAWINGS
20"1 5 '-0 " T H IR D
F LO O R L IN EBARPOOL BATH-
MUD ROOM-
CABANA-
LC
LC
ELEVATORSEE CUTSHEET
ENTRY-
UP
PIVOT ENTRYDOOR ON GLASSWOOD FRAME
20"20"1
3-CAR GARAGE-
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S
LINE OFSECONDFLOOR
4" THK. GATE
20"4" THK. GATE
1
2
3 4 5 6 7 8RIDGESLOPE TO DRAIN12"12"12"28'-3"20'-0"
0'-6"
2'-0"
GAS BOILER FOR THEHYDRONIC FLOOR HEATTHROUGHOUT THE HOUSEON ALL THREE LEVELS OFCONDITIONED SPACE.
LC
LC2'-1"
LC LC
S
36"x42"W/D WINEREF.
S
SEAT
SEE SHEET A8.1FLAREFIREPLACES FF 707'-1"TO CORNERELEC. DISTRIBUTION BOX.SIZE PER CONSULTANT (2)400 AMP. LOCATE PERLOCATION OF FEED.7'-1"7'-1"TO CORNER7'-1"TO CORNER4'-1"4'-1"4'-1"2'-2"
UP 4'-7 1/8"ARTIFICIALTURF 7'-2 3/4"ARTIFICIALTURF
3'-10"4'-4"7'-11"7'-11"1'-6"9'-2 1/2"2'-11 3/4"
1'-8"
2'-11 3/4"2'-10"6'-6"1'-1"4'-7 1/8"1'-1"0'-2"BRICK PILASTEREX. GRADE 8.13 NAVD88T.O.PILASTER 11.63 NAVD88
PERIMETER SIDEWALL & GATEEX. GRADE 8.50 NAVD88T.O.WALL & GATE 14.50 NAVD88
BRICK PILASTEREX. GRADE 8.50 NAVD88T.O.PILASTER 12.00 NAVD88
BRICK PILASTEREX. GRADE 8.50 NAVD88T.O.PILASTER 12.00 NAVD88
BBQ & (2) TREE PLANTERSEX. GRADE 8.50 NAVD88T.O.PLANTER/BBQ 12.00 NAVD88
UP
2"
NOTE:2X8 WALL THICKNESS FORCOOKTOP HOOD VENT APPROX. ROOF. VERIFY PER CODE BYMANUFACTURER ANDMECHANICAL SUBTRADE
OUTDOOR SHOWER:OUTDOOR SHOWER IS EQUIP WITH BOTH COLD ANDHOT WATER. (DEPARTMENT PLUMBING POLICY 304).IF HOT WATER IS CONNECTED, THEN PROVIDE A DAMAROUND THE SHOWER PAN. SEE NOTE AT SECONDOUTDOOR SHOWER.
NOTE:ELECTRICAL DISTRIBUTION BOX PER ENTIRE HOUSE AND DOCKLOAD CALCULATION REQUIREMENTS BY ELECTRICAL ENGINEERCONSULTANT OR QUALIFIED ELECTRICAL SUBTRADE.
NOTE:EXTERIOR SHOWER TO BE BOTH HOTAND COLD SETTINGS. DEPRESS SHOWER SLATTED IPE GRATE TO FLUSH WITHEXTERIOR PAVING.
OUTDOORSHOWER
OUTDOORSHOWER 4'-8"CLEAR(2) TANKLESS FLASHWATER HEATERS PERT-24 CALCULATIONS
1
A3.3
1
A3.4
2A3.4
2
A3.1
1
A3.1
1
A3.2
1
A4.1
1
A4.1
2
A4.1
2A4.1
1
A4.2
1
A4.2
2
A4.2
2
A4.2
2
A3.2
2
A3.22
A3.3
2
A3.3
NOTE: DEPRESS ALL SHOWERS 2"IN FINISH WITH NO CURB.
E4
E1
E2
E5
E6
E7
E8
E9 E10
E11
E12
E13
E14
E15E16
E17
E18
A
B
105
101
103
104
H
79 7.18
6
7
8
9
6
7
8
9
V W Y Z
1
2
3
4
5
1
2
3
4
A B
C D E
F
64 7.15
56 7.12407.9597.13737.172 '-0"C L E A R
2 '-0 "NOTE:EXTERIOR SHOWER TO BE BOTH HOTAND COLD SETTINGS. DEPRESS SHOWER SLATTED IPE GRATE TO FLUSH WITHEXTERIOR PAVING.39 7.9
GARAGE SEPARATIONSEE NOTE 14
FIRST FLOOR KEY PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGFLOOR PLAN NOTES
27. 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]
28. 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.
29. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.
30. 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.
31. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ON WALLS AND CEILING. C.B.C. 1009.5.3.
32. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.
33. FURR DOWN CEILING FOR MECHANICAL.
34. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.
35. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.
36. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITH ARCHITECT AND OWNER.
37. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.0
38. HEATILATOR BIRMINGHAM BIR50 WOOD FIREPLACE.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS. ANSI Z21.50, PFS09-99.
39. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOR OWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.
40. BUILT IN IRONING BOARD, PROVIDE POWER.
41. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.
42. NOT USED
43. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.
44. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINAL CLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.
45. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.
46. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'S SPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
47. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURAL CONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.
48. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDE BLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.
49. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).
50.KITCHEN VENTILATIONEXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152 (a)
51. ALL EXTERIOR WALL REQUIRES R19 INSULATION-TYP.
GARAGE STORAGE
INTERIOR 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 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 LEGEND
1
009
S
K
PLAN NOTE REFERENCE.
DOOR REFERENCE. SEE DOORSCHEDULE.
WINDOW REFERENCE. SEE WINDOWSCHEDULE.
HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.
SMOKE DETECTOR. SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.
STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.
FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.
DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.
99.00
F.F.E.
UP 2 (R) @ 7.50"
1 (T) @ 11"
/A5 7.1
C CARBON MONOXIDE ALARM . SEE POWER& LIGHTING PLANS FIXTURE SCHEDULEFOR DETAILS.
9 DOWNSPOUT
A-2.2
1/4" = 1'-0"FIRST FLOOR KEY PLAN 1. 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 ONLY
2. 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 - UPC710.1
10. 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. NO USED
23. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.
24. NOT USED
25. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.
26. 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.
NOTES:1. METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX
NOTE:1. "HYDRONIC HEATING IN-FLOOR TO BE INSTALLED IN STRICTACCORDANCE WITH MANUFACTURES SPECIFICATIONS ANDRECOMMENDATIONS.2. HARDWOOD FLOOR SUBCONTRACTOR OR ANYSUBCONTRACTOR THAT CAUSES LEAK WITH PENETRATIONOF THIS IN-FLOOR HEAT TUBING WILL BE HELD LIABLE ANDSOLELY RESPONSIBLE FOR ANY DAMAGE OF ANY MATERIALTHAT RESULTS IN THIS BREACH
STEEL TRELLIS
58 7.13
59 7.3
/A58 7.13
/A73 7.17
73 7.14
12"
WINDER TREADS:A. SHALL HAVE A MINIMUM TREAD DEPTH OF10" AT A POINT 12" FROM THE NARROWSIDE. R311.7.5.2.1 AND R311.7.4B. SHALL HAVE A MINIMUM TREAD DEPTH OF6" AT ANY POINT WITHIN THE CLEARWIDTH OF THE STAIR.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
2'-0"RECESSED TV
BEDROOM 4-
BEDROOM 2-BEDROOM 3-
BATH 4-
SKYLIGHTABOVE4'-0"4'-0"SETBACKLC LC
BATH 2-
LC2'-6" MAXIMUMPROJECTION2'-0"SLOPE
TO DRAIN 7'-0"1 5 '-0 "T H IR D F L O O R S E T B A C K
1 5'-0"THI R D FL O O R SETB A C KCANTILEVEREDSEATOFFICE-
DESK
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LINE OF THIRDFLOOR
W
LINENSHOES
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ALL GLASS 42"HIGH GUARDRAILD
LINENMAKEUPCOFFEESTATION
12"12"12"
SLOPETO DRAIN
2'-0"BATH 3-
6'-0"
20"20"LC
LC
LC
LC1'-3 1/2"EQ.EQ.1'-3 1/2"LINEN
LC
LCCANTILEVEREDSEATEQ.EQ.0'-2"2"2"2"SHOES
SHOES
15'-0"
4'-0"PROPERTY LINE AT OF STREET1
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6'-3"3'-0"
1'-8"
3'-2"
1'-2"
4'-512"9'-7"
1'-512"
1'-6"1'-6"
4'-10"2'-3"6'-0"2'-2"3'-612"3'-912"
9'-0"5'-6"3'-11"1'-6"10'-3"2'-10"
2'-6"3'-1012"2'-11"2'-2"8'-6"18'-7"29'-3"1'-6"3'-1012"7'-10"3'-1012"1'-6"5'-10"2'-0"3'-0"7'-7"10'-8"5'-6"7'-7"5'-6"44'-1"7'-1"10'-8"18'-7"7'-10"6'-0"6'-7"6'-0"2'-712"5'-0"3'-012"5'-6"1'-8"10'-7"1'-4"21'-8"4'-1"4'-4"17'-4"2'-612"21'-8"4'-1"4'-4"8'-5"8'-11"0'-4"0'-6"3'-11"4'-6"4'-6"8'-8"3'-10"3'-2"3'-512"3'-2"8'-1012"3'-10"6'-4"5'-4"7'-8"
54'-4"2'-612"1'-6"1'-10"3'-11"1'-8"8'-5"0'-6"1'-0"19'-1012"2'-6"1'-712"6'-4"1'-6"4'-6"4'-6"1'-6"
1'-0"3'-6"3'-6"7'-4"2'-2"4'-4"4'-312"3'-10"0'-6"10'-612"2'-512"4'-4"0'-10"2'-0"2'-1"2'-0"C L E A R
2 '-0"3'-4"3'-0"39 7.9
SECOND FLOOR DIMENSION PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.3
1/4" = 1'-0"SECOND FLOORDIMENSION PLAN PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
2'-0"RECESSED TV
BEDROOM 4-
BEDROOM 2-BEDROOM 3-
BATH 4-
SKYLIGHTABOVE4'-0"4'-0"SETBACKLC LC
BATH 2-
LC
ROOF OVERHANGSHOWING BEAMLAYOUT
SKYLIGHTABOVE TUB 2'-6" MAXIMUMPROJECTION5" WIDE GUTTERCOLLECTOR BOX &EXPOSED 3"DOWNSPOUT. SEECIVIL PLAN TOCONNECT TOSUBSTRATEDRAINAGE OUTLET
5" WIDE GUTTER COLLECTOR BOX& EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TOSUBSTRATE DRAINAGE OUTLET
5" WIDE GUTTERCOLLECTOR BOX &EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TOCONNECT TO SUBSTRATEDRAINAGE OUTLET
5" WIDE GUTTER COLLECTOR BOX& EXPOSED 3" DOWNSPOUT . SEECIVIL PLAN TO CONNECT TOSUBSTRATE DRAINAGE OUTLET
12" WIDEGUTTER
2'-0"TRENCH DRAINUNDER SEAT
SLOPETO DRAIN
7 '-0 "1 5'-0"T H IR D F LO O R S E TB A C K
1 5'-0"T H IRD F LO O R SET B A CKCANTILEVEREDSEATOFFICE-
DESK
WARDROBE-
MASTER BATH-
WARDROBE-SAFE STO.-BARN DOOR
MASTER BED ALCOVE-
BALCONY-
DECK-
MASTER SUITE-
TUB
ELEVATORSEE CUTSHEET
LC
LC
LC
LINE OF THIRDFLOOR
W
LINENSHOES
SHOES
ALL GLASS 42"HIGH GUARDRAILD
LINENMAKEUPCOFFEESTATION
12"12"12"
SLOPETO DRAIN
2'-0"BATH 3-
6'-0"
20"20"LC
LC
LC
LC1'-3 1/2"EQ.EQ.1'-3 1/2"LINEN
LC
LCCANTILEVEREDSEATTRENCH DRAINUNDER SEAT
SEE SHEET A8.1MASON LITEDETAILS
STAIN GRADE
EQ.EQ.0'-2"2"2"2"LIGHT AND VENTILATION REQUIREMENT:BR 3 ROOM SIZE 11.25' X 12.5' = 140 SQ. FT.LIGHT REQUIREMENT:140 X .08 = 11.25 SQ. FT. OF LIGHTVENTILATION REQUIREMENT:
SHOES
SHOES
15'-0"
4'-0"
1. 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 ONLY
2. 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 - UPC710.1
10. 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. NO USED
23. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.
24. NOT USED
25. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.
26. 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.
1
A3.3
1
A3.4
2A3.4
2
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1
A4.1
2
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NOTE: DEPRESS ALL SHOWERS 2"IN FINISH WITH NO CURB.
B
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FLOOR PLAN LEGEND
1
009
S
K
PLAN NOTE REFERENCE.
DOOR REFERENCE. SEE DOORSCHEDULE.
WINDOW REFERENCE. SEE WINDOWSCHEDULE.
HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.
SMOKE DETECTOR. SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.
STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.
FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.
DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.
99.00
F.F.E.
UP 2 (R) @ 7.50"
1 (T) @ 11"
/A5 7.1
C CARBON MONOXIDE ALARM . SEE POWER& LIGHTING PLANS FIXTURE SCHEDULEFOR DETAILS.
9 DOWNSPOUT
6
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6 7.1
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2 '-0"C L E A R
2 '-0 "E28
39 7.9
5/8" TYPE X ONE HOUR ASSEMBLY ALL FOUR SIDES OFWINDOW J. 1-1/4" THICK SETTING BED AND 3/4" SLABSTOCK PER C.T.I. ON 3' X 4' SLAB THRESHOLD/SILL OFDEEP-SET WINDOW.
24 7.5
E
E
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGSECOND FLOOR KEY PLAN
1/4" = 1'-0"1
GARAGE STORAGE
INTERIOR GARAGE ENCROACHMENTS:- ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THEGARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18".- CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OFTHE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGEFLOOR.
HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENTPROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IFNECESSARY. SEPARATE PERMIT IS REQUIRED FOR HVAC.
FLOOR PLAN NOTES
27. 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]
28. 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.
29. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.
30. 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.
31. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ON WALLS AND CEILING. C.B.C. 1009.5.3.
32. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.
33. FURR DOWN CEILING FOR MECHANICAL.
34. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.
35. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.
36. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITH ARCHITECT AND OWNER.
37. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.0
38. 1'-0" x 5'-0" LONG SPARK FIRE RIBBON VU THRU MODEL 512E.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS.ANSI Z21.50, PFS 09-99.
39. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOR OWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.
40. BUILT IN IRONING BOARD, PROVIDE POWER.
41. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.
42. NOT USED
38. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.
39. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINAL CLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.
40. NOT USED
41. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'S SPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
42. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURAL CONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.
43. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.
44. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINAL CLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.
45. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.
46. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'S SPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
47. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGE INFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURAL CONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.
48. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDE BLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.
49. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).
50.KITCHEN VENTILATION
EXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152(a)
51.WHOLE BUILDING VENTILATION
PROVIDE WHOLE BUILDING MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED BYEXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR SYSTEM. NATURALVENTILATION THROUGH DOORS AND WINDOWS IS NOT ACCEPTABLE IN LIEU OF PROVIDING WHOLE BUILDING VENTILATION. BEES 150(o), Exc. 5 TO 152(a) & ASHRAE Std.62.2
1cfm = 100 SF +7.5 cfm = 1 OCCUPANT = 1 PER BEDROOM
3,412 CONDITIONED SF / 100 SF = 34.12 CFM4 BEDROOMS = 4 x 7.5 cfm = 30.0 cfm
TOTAL CFM VENTILATION REQUIRED = 60.12 cfm
ALL MECHANICAL AND ELECTRICAL EQUIPMENT, INCLUDING DUCTS TO BE AT OR ABOVEBASE FLOOD ELEVATION OF 9.0 MSL. (NAVD 88).
A-2.4
1/4" = 1'-0"SECOND FLOOR KEY PLAN NOTES:1. METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX
NOTE: EVERY SHOWER TO BE PER DETAIL 38/A7.9 W/ NO CURB & TRENCH DRAINUNDER CANTILEVER SEAT.
SHADED DECK INDICATES ONEHOUR DECK ASSEMBLY WHEREEERO IS CONNECTED:A. MASTER SUITEB. BEDROOM 4C. BEDROOM 3D. BEDROOM 2
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
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13'-1112"19'-1"9'-6"10'-7"15'-2"4'-312"
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6'-7"3'-6"3'-6"6'-0"1'-8"6'-612"4'-812"6'-212"1'-0"7'-11"8'-3"0'-6"3'-6"0'-6"2'-912"2'-0"
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3'-912"3'-0"6'-4"6'-4"
2'-11"5'-6"
0'-6"3'-0"2'-3"2'-8"4'-412"4'-412"25'-9"4'-1"4'-4"8'-5"8'-11"25'-9"8'-11"8'-5"6'-9"
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25A 7.6A
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2'-0"2'-1"
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2 '-0"11'-0"12R @ 11"3'-0"3'-4"SHOWER AREA SHALL HAVE A MINIMUM HEIGHT OF6'-8" ABOVE AN AREA OF 36" X 36" AT SHOWER HEAD.R305.1. SHOW 6'-8" AT BATHROOM AREA R305.1
3'-11"2'-0"STAIRWAY FIRST AND SECOND FLOORMIN. CLEAR WIDTH 3'-0" FINISH TO HANDRAIL R311.7.1.FINISH WALL TO FINISH WAL 3'-4"F.O.S. TO F.O.S. 3'-6"MIN. HEADROOM 6'-8" CLEAR R311.7.2.
(4) 4x6 TRELLISBEAMS
4x6 BEAM
THIRD FLOOR DIMENSION PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.5
1/4" = 1'-0"THIRD FLOORDIMENSION PLAN NOTE:ALL ATTIC SPACES UNDER 6'-0" HEIGHT DOES NOTCOUNT AS CONDITIONED SPACE.
WINDER TREADS:A. SHALL HAVE A MINIMUM TREAD DEPTH OF10" AT A POINT 12" FROM THE NARROWSIDE. R311.7.5.2.1 AND R311.7.4B. SHALL HAVE A MINIMUM TREAD DEPTH OF6" AT ANY POINT WITHIN THE CLEAR WIDTHOF THE STAIR.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
7 '-0 "1 5 '-0 "T H IR D F LO O R S E T B A C K
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302
1. 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 ONLY
2. 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 - UPC710.1
10. 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. NO USED
23. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.
24. NOT USED
25. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.
26. 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.
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120 SQ. FT. ATTIC
(8) 2x8 APPLIED MDF PAINTGRADE BEAMS. EQUAL SPACEDCENTERED ON FIREPLACE
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25A 7.6A (4) 4x6 TRELLISBEAMS
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1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGGARAGE STORAGE
INTERIOR GARAGE ENCROACHMENTS:- ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THEGARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18".- CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OFTHE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGEFLOOR.
HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENTPROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IFNECESSARY. SEPARATE PERMIT IS REQUIRED FOR HVAC.
FLOOR PLAN LEGEND
1
009
S
K
PLAN NOTE REFERENCE.
DOOR REFERENCE. SEE DOORSCHEDULE.
WINDOW REFERENCE. SEE WINDOWSCHEDULE.
HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.
SMOKE DETECTOR. SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.
STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.
FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.
DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.
99.00
F.F.E.
UP 2 (R) @ 7.50"
1 (T) @ 11"
/A5 7.1
C CARBON MONOXIDE ALARM . SEE POWER& LIGHTING PLANS FIXTURE SCHEDULEFOR DETAILS.
9 DOWNSPOUT
FLOOR PLAN NOTES
27. 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]
28. 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.
29. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.
30. 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.
31. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ON WALLS AND CEILING. C.B.C. 1009.5.3.
32. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.
33. FURR DOWN CEILING FOR MECHANICAL.
34. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.
35. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.
36. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITH ARCHITECT AND OWNER.
37. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.0
38. NOT USED
39. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOR OWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.
40. BUILT IN IRONING BOARD, PROVIDE POWER.
41. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.
42. NOT USED
43. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.
44. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINAL CLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.
45. NOT USED
46. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'S SPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
47. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURAL CONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.
48. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.
49. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINAL CLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.
50. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.
51. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'S SPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURAL ENGINEER OF ANY DISCREPANCIES.
52. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGE INFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURAL CONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.
53. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDE BLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.
54. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCES SHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).
55.KITCHEN VENTILATION
EXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152(a)
A-2.6
1/4" = 1'-0"THIRD FLOOR KEY PLAN NOTES:1. METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX
VENTS SHALL MEET THE FOLLOWING REQUIREMENTS: R806.2A. OPENINGS SHALL BE PLACED SO AS TO PROVIDE CROSSVENTILATION OF THE ATTIC SPACE.B. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN1/150 OF THE ATTIC AREA.C. OPENINGS SHALL HAVE CORROSION-RESISTANT WIRE MESH MAXIMUM OPENING.D. 50% OF THE REQUIRED VENTILATION AREA MUST BE LOCATEDAT LEAST 3 FT. ABOVE EAVE OR CORNICE VENTS WITH THEBALANCE 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 MORE THAN 50% OF THEVENTS SHALL BE LOCATED NOT MORE THAN 3 FT. BELOW THERIDGE.
ATTIC SPACE AND VENTILATION (3) 12X12 VENT(3 LOCATIONS + FALSE CHIMNEY AS VENT.
SEE EAVE VENTILATION ON DETAIL 5/A7.1FALSE CHIMNEY AS VENTILATION
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PITCHSKYLIGHT 1
5:123:12PITCH3:12ELEV 38.00' T.O. STANDING SEAM RIDGE PITCH2:12PITCH3:12
4'-0"2'-0"4'-0"4'-0"SETBACK2'-6"MAX.LC
4" GUTTER EACHSIDE OF SKYLIGHT
4'-0"
CRICKET
LC2'-6" M AXIMUMPROJECTION2'-0"SLOPE1/8"=1'-0"
CHIMNEY
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PITCH PITCHPITCHSHED ROOF OVERCANTILEVEREDPORCH1:12 SLOPE
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SLOPE1/8"=1'-0"
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ELEV 38.00' T.O.STANDING SEAM RIDGEELEV 38.00' T.O.STANDING SEAM RIDGEPITCH1:1PITCH1:1PITCH1:1PITCH1:12'-0"4'-0"
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PITCH4:12
SLOPE1/8"=1'-0"
SLOPE1/8"=1'-0"
SLOPINGROOF
SLOPINGROOF
FALSECHIMNEYPITCH BREAKPITCH4:12
PITCH BREAK12" PARAPET WALLTO FOUNDATION
LC
6'-4" PLATE
ROOF DECK-
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79 7.18 25A7.6A/A23 7.524/A7.523 7.524/A7.5MOCK UP ROOF RIDGE FOR CITY CERTIFICATION OF MAX HEIGHTBEFORE PLACING ROOF RAFTERS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. CONTRACTOR TO TEST MOCK UP FOR LEAKSIN WIND AND RAIN.
NO SOLAR INSTALLATION PENETRATIONS IN METAL ROOF PANS.COORDINATE WITH ROOFING SUBCONTRACTOR ON ALL SOLARPANEL ATTACHMENTS SO ROOFING WARRANTY REMAINS INPLACE.
HEIGHT CERTIFICATION REQUIRED. ESTABLISHED GRADE9.00 ELEV NAV 88
INTERIOR FIREPLACES - THE OVERALL CHIMNEY HEIGHT FOR ANINTERIOR FIREPLACE IS PERMITTED TO EXCEED THE HEIGHT LIMITBY TWO FEET ABOVE THE ROOF PLANE PLUS AN ADDITIONAL TWOFOOT MAXIMUM FOR THE CAP/SPARK ARRESTOR. THEADDITIONAL TWO FOOT SECTION IS NOT ONLY LIMITED IN HEIGHTBUT ALSO 2 FEET BY 4 FEET IN WIDTH AND DEPTH. IN ADDITION,THE CHIMNEY MUST BE LOCATED A MINIMUM DISTANCE OF 10FEET FROM THE NEAREST ROOF PANE. LABEL DIMENSIONS OFTHE CHIMNEY PLUS ANY PORTION OF THE CAP/ARRESTOR. SEEDIMENSION OF EXTERIOR ELEVATION & SECTION. SEE FIREPLACECHIMNEY DIMENSION ON ROOF PLAN.
INSTALLATION OF A SOLAR PV SYSTEM IS REQUIRED FORCOMPLIANCE WITH CALIFORNIA ENERGY STANDARDS PER THEINCLUDED CF-1R FORM. ADD THIS TO DEFER SUBMITTAL ONTHE COVER SHEET. PROVIDE A NOTE OF THE DRAWINGSINDICATING THAT SOLAR PV WITH MINIMUM 4.90 KW DC MUSTBE OBTAINED UNDER SEPARATE REVIEW AND PERMIT.
23 7.5
8
7.2
8 7.2
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7.2
23 7.524/A7.523 7.524/A7.5NOTE: 16" PANELS OF 1" STANDING SEAM ROOFDORMERS TO ALIGN WITH STANDING SEAMS.
2'-0"2'-1"2'-5"2 '-5 "2 '-0"C L E A R
2 '-0 "METAL ROOFING: (CLASS 'A')
PRODUCT: STANDING SEAM METAL ROOFING, ULTRA COOL, CB-150MANUFACTURER: CUSTOM-BILT METALS1333 CORPORATE DR., STE. 103IRVING, TEXAS 75038P: (888) 875-8484COLOR: OLD TOWN GRAY, TO BE APPROVED BY ARCH. & OWNERNOTES: USE CONTINUOUS 12" OR 16" PANS - VERIFY WITH ARCH. SIZE & LOCATION OF SEAMS, (NO TRANSVERSE SEAMS) REF. DTL. 7/A-5.WEIGHT: APPX. 2 PSF.
25A 7.6A25A7.6ACHIMNEY DIMENSIONS
ANY CHIMNEY THAT EXTENDS OVER 24' IN HEIGHT IS TO HAVE AMAXIMUM WIDTH OF 2'-0" AND A MAXIMUM DEPTH OF 4'-0" PER THECITY OF NEWPORT BEACH REQUIREMENTS.
ALL FIREPLACE MANUFACTURER REQUIRED FLUE SIZE TO BEVERIFIED PRIOR TO PUCHASE AND INSTALLATION TO ENSUREFITTING WITHIN THE ABOVE REQUIREMENTS.
SKYLIGHT PER ACRALIGHT SKYLIGHTS. ESR-2415. TRIPLE PANETEMPERED LAMINATED HEAT STRENGTHENED GLAZING PER TITLE 24
SKYLIGHT MANUFACTURER
- Westcoat WP ALX Under Tile. ICC ESR-2201- LOCATIONS: ROOF DECK, UPPER LEVEL DECK, AND UPPER LEVELBALCONY.- TO BE INSTALLED BY MANUFACTURE TRAINED INSTALLERS ONLY.10 YEAR WRITTEN WARRANTY TO BE PROVIDED BY MANUFACTUREAND INSTALLER
DECK & BALCONY COATING
STEEL FRAME AND ROOF RAFTERS TO BE MOCKED UP ANDSURVEYED BEFORE SETTING TO VERIFY THE MAXIMUM HEIGHTLIMIT IS NOT SURPASSED. ADJUST ROOF SLOPE ACCORDINGLY IFREQUIRED TO BE UNDER MAX. HEIGHT LIMIT.
NOTE:BULKHEAD REVIEW BY CALIFORNIACOASTAL COMMISSION
ROOF PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGNOTES:
DOWN SPOUTS
OVERFLOW SCUPPERS
RIDGE HEIGHT
ROOF SLOPE
1. ROOF SLOPES ARE SHOWN DIRECTLY ON THE ROOF PLAN DRAWING ABOVE. NO PITCHSHALL SLOPE LESS THAN 1.5:12.
2. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARD DRAINS ANDAWAY FROM THE BUILDING.
3. IN THE ABSENCE OF SLOPES SHOWN ON THE STRUCTURAL DRAWINGS ORARCHITECTURAL DRAWINGS, THE ROUGH CARPENTER SHALL PROVIDE REQUIREDSHIMMING BELOW ROOF SHEETING TO ALLOW FOR PROPER SLOPE TO DRAIN.
4. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS AND AWAY FROMBUILDING.
ROOF PENETRATION
1. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVE THE ROOF BY THEMINIMUM DISTANCE REQUIRED BY APPLICABLE CODES AND SHALL BE LOCATED INAREAS NOT VISIBLE FROM THE STREET. EXACT LOCATIONS TO BE COORDINATED WITHARCHITECT PRIOR TO INSTALLATION.
2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.
3. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATIONS SHALL BE PROVIDED WITHW.R. GRACE 4000 BITUTHENE WRAPPING AND 28 GA STAINLESS STEEL FLASHING ANDCOUNTER FLASHING. ALL JOINTS AT STAINLESS STEEL SHALL BE SOLDERED.
4. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJACENT ROOFMATERIAL, UNLESS SPECIFIED OTHERWISE BY ARCHITECT.
ROOF MATERIAL
1. ROOF UNDERLAYMENT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS ANDSPECIFICATIONS OR APPROVED EQUAL.
2. MOCK-UP OF PITCHED ROOF INSTALLATION SHALL BE APPROVED BY ARCHITECT ANDOWNER PRIOR TO PROCEEDING WITH WORK.
3. RAFTER MOCK-UP TO DETERMINE AND VERIFY RIDGE BEAMS DO NOT EXCEED MAXIMUMHEIGHT AS REQUIRED BY THE CITY OF NEWPORT BEACH. CONTRACTOR TO OBTAINCERTIFIED SURVEYOR TO CONFIRM ALL MOCKED-UP RIDGE BEAMS BEFORE RIDGEBEAMS ARE SET AND RAFTERS ARE LAYED OUT.
RS AND ROOF DRAINS
1. GUTTERS SHALL BE CONSTRUCTED OF 28 GA STAINLESS STEEL WITH 5/8" EXPANSIONJOINTS EVERY 30 FEET MAXIMUM.
2. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATER LEADERS.
3. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS ARE EXPOSED AND LOCATIONSARE SHOWN ON THE ROOF DRAWING ABOVE.
4. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER AND ROOF DRAIN.
5. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE PRIORTO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY AGAINSTLEAKAGE.
6. FINISH TO MATCH ROOF MATERIAL. SEE MATERIALS & COLOR INDEX ON COVER SHEET.EXPOSED DOWNSPOUTS AT ALL LOCATIONS UNLESS NOTED OTHERWISE.
7. CLASS A STANDING SEAM METAL ROOFING BY CUSTOM-BILT METALS (ESR 2048).
ROOF MATERIAL
1. FOR FURNACES LOCATED IN ATTIC SPACES, THEY MUST BE POSITIONED SO THAT THEREQUIRED FLUE LENGTH FROM THE FURNACE TO THE CAP IS PROVIDED WITHIN THEALLOWING THE CAP TO BE THE MINIMUM HEIGHT ABOVE THE FINISHED ROOFINGMATERIALS AS ALLOWED BY CODE.
2. WHERE POSSIBLE, GROUP PLUMBING VENTS AND CONCEAL IN DORMER VENTS AND/ORCHIMNEYS. SEE VENT NOTES ON SITE PLAN.
3. EXACT LOCATIONS OF MECHANICAL OR PLUMBING VENTS TO BE APPROVED BY THEARCHITECT PRIOR TO INSTALLATION.
CHIMNEY NOTES
1. CHIMNEYS ARE TO BE 2'-0" ABOVE ANY PORTION OF THE BUILDING WITHIN 10'-0" BUT NOTLESS THAN 3'-0" ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGHTHE ROOF. R1003.9
2. SEE DETAILS AND SPECIFICATIONS FOR SPARK ARRESTORS AND CHIMNEY CAPS ASCHIMNEY CAPS TO INCLUDE EXHAUST CHIMNEY FANS PER SPECIFICATIONS.
PITCHED ROOF FINISH MATERIAL
GENERAL SPECIFICATIONS
DIMENSIONS
16" WIDE PANELS1" STANDING SEAM
WEIGHT
24 GA STEELAPPROX. 1.313 LB PER SQUARE FOOT
FIRE RATING
CLASS "A"
MATERIALS & COLOR
STANDING SEAM STEEL ROOF.SEE MATERIALS +FINISH INDEX ON SHT A0.0 FOR MANUFACTURER AND COLOR.MOCK-UP TO BE APPROVED BY ARCHITECT & OWNER.
FASTENERS
ALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. ALL FASTENERS TO RESIST WIND LOAD OF NOT LESS THAN 80 M.P.H.
UNDERLAYMENT
SOLID SHEATHING MUST BE STRUCTURALLY SUFFICIENT TO SUPPORT DESIRED MATERIAL LOAD AND MUST BE AT LEAST 1/2" THICK. SWEEP ROOF SURFACE, BROOM CLEAN, AND COVER KNOT HOLES WITH TIM. SEE SPECIFICATIONS.
A-2.7
1/4" = 1'-0"ROOF PLAN 5" GUTTER
HEIGHT CERTIFICATION REQUIRED
NOTE:ALL RIDGE WITH FINISH MATERIALS & THIRD FLOOR TOP OFHANDRAILS TO BE HEIGHT CERTIFIED BY CITY APPROVEDSURVEYOR.
EXCEPTIONS TO HEIGHT LIMITS (20.30.060D)
INTERIOR FIREPLACES- THE OVERALL CHIMNEY HEIGHT FOR AN INTERIORFIREPLACE IS PERMITTED TO EXCEED THE HEIGHT LIMIT BY TWO FEETABOVE THE ROOF PLANE PLUS AN ADDITIONAL TWO FOOT MAXIMUM FORTHE CAP/SPARK ARRESTOR. THE ADDITIONAL TWO FOOT SECTION IS NOTONLY LIMITED IN HEIGHT BUT ALSO TO 2 FEET BY 4 FEET IN WIDTH ANDDEPTH. I ADDITION, THE CHIMNEY MUST BE LOCATED A MINIMUM DISTANCEOF 10 FEET FROM THE NEAREST ROOF PLANE. LABEL DIMENSIONS OF THECHIMNEY PLUS ANY PORTION OF THE CAP/ARRESTOR.
ELEVATOR SHAFTS/ENCLOSED STAIRWELLS - FLAT ROOFS ABOVE ELEVATORSHAFTS AND ENCLOSED STAIRWELL HOUSINGS MAY EXCEED THE ALLOWEDHEIGHT LIMIT UP TO THE MAXIMUM HEIGHT FOR A SLOPED ROOF, PROVIDEDTHEY DO NOT EXCEED THIRTY (30) SQUARE FEET IN AREA. LABEL THEELEVATOR SHAFT/ENCLOSED STAIRWELL DIMENSIONS AND AREA.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
PITCHSKYLIGHT 1
5:123:12PITCH3:12ELEV 38.00' T.O. STANDING SEAM RIDGE PITCH2:12PITCH3:12
4'-0"2'-0"4'-0"4'-0"SETBACK2'-6"MAX.LC
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CHIMNEY
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ELEV 38.00' T.O.STANDING SEAM RIDGEELEV 38.00' T.O.STANDING SEAM RIDGEPITCH1:1PITCH1:1PITCH1:1PITCH1:12'-0"4'-0"
2'-11"2'-0"4'-11"SLOPE1/2"=1'-0"SLOPE1/2"=1'-0"SLOPE1/2"=1'-0"PITCH4:12
PITCH4:12
SLOPE1/8"=1'-0"
SLOPE1/8"=1'-0"
SLOPINGROOF
SLOPINGROOF
FALSECHIMNEYPITCH BREAKPITCH4:12
PITCH BREAK12" PARAPET WALLTO FOUNDATION
LC
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ROOF DECK-
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NO SOLAR INSTALLATION PENETRATIONS IN METAL ROOF PANS.COORDINATE WITH ROOFING SUBCONTRACTOR ON ALL SOLARPANEL ATTACHMENTS SO ROOFING WARRANTY REMAINS INPLACE.
HEIGHT CERTIFICATION REQUIRED. ESTABLISHED GRADE9.00 ELEV NAV 88
INTERIOR FIREPLACES - THE OVERALL CHIMNEY HEIGHT FOR ANINTERIOR FIREPLACE IS PERMITTED TO EXCEED THE HEIGHT LIMITBY TWO FEET ABOVE THE ROOF PLANE PLUS AN ADDITIONAL TWOFOOT MAXIMUM FOR THE CAP/SPARK ARRESTOR. THEADDITIONAL TWO FOOT SECTION IS NOT ONLY LIMITED IN HEIGHTBUT ALSO 2 FEET BY 4 FEET IN WIDTH AND DEPTH. IN ADDITION,THE CHIMNEY MUST BE LOCATED A MINIMUM DISTANCE OF 10FEET FROM THE NEAREST ROOF PANE. LABEL DIMENSIONS OFTHE CHIMNEY PLUS ANY PORTION OF THE CAP/ARRESTOR. SEEDIMENSION OF EXTERIOR ELEVATION & SECTION. SEE FIREPLACECHIMNEY DIMENSION ON ROOF PLAN.
INSTALLATION OF A SOLAR PV SYSTEM IS REQUIRED FORCOMPLIANCE WITH CALIFORNIA ENERGY STANDARDS PER THEINCLUDED CF-1R FORM. ADD THIS TO DEFER SUBMITTAL ONTHE COVER SHEET. PROVIDE A NOTE OF THE DRAWINGSINDICATING THAT SOLAR PV WITH MINIMUM 4.90 KW DC MUSTBE OBTAINED UNDER SEPARATE REVIEW AND PERMIT.
2'-0"2'-1"2'-0"C L E A R
2 '-0"25A 7.6A25A7.6ARIDGE CONDITION 23" = 1'-0"SEE STRUCTRUALROOF RIDGE BEAMROOF UNDERLAYMENT TOWRAP OVER TOP OF RIDGEINSTALL PERSPECIFICATIONS ON ROOFPLAN. SECOND LAYER OVERRIDGE.
W.R. GRACE ICE AND WATERSHIELD TO SADDLE RIDGE
PLYWOOD ROOF SHEATHING ANDROOF FRAMING PER STRUCTURALPLANS
Z CLOSURE CUT TO FITBETWEEN PANEL, SET IN 2CONT. BEADS OF SEALANTAND CAULKED VERTICALLYAT SEAMS.
HIP/RIDGE CAP
POP RIVET ONE SIDEONLY @ 24" O.C.
BOX END OF PANEL
1" STANDING SEAMMETAL ROOF PANEL VERIFY MAX RIDGE HEIGHTS ON ROOF PLAN
BEFORE SETTING RIDGE
1'-0" OVERLAP
SE TO BURY RIDGE MEMBERINSIDE JOIST SO INT. CEILINGSCOME TO A SHARP LINE.
SOLAR PANELS NOT TO EXCEED MAX.BUILDING HEIGHT. SECURE VIL CLIPSTO STANDING SEAM NO PENETRATIONSALLOW INTO METAL ROOF PLAN
SOLAR PANELS LOCATION PLAN
1/4" = 1'-0"1
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-2.8
1/4" = 1'-0"SOLAR PANELS LOCATION PLAN NOTE:1. SEE SHEET A-6.2 FOR SKYLIGHT SCHEDULE AND DETAIL REFERENCE.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
8'-4"2 12
42"12
1
9'-3"1'-6"CL 8'-4"23'-6" > 24'-0" MAXIMUM GUARD RAIL HEIGHT3'-0"5'-0"6'-0"CURVING SWOOPSAT ENDS
4 5
SKYLIGHT
1
2
12 4
STEEL DUTCH DOORROUND TOPHEAD
2
A4.2
3'-0"KNIFE EDGE ALL AROUNDWATER LINE @ 10.70'
SPA
1'-2"7'-0"5'-8"12
12
2'-0"
FALSE CHIMNEY TO BE USEDAS ATTIC VENTILATIONCHIMNEY
42"R12'-7"16"12
12
124
12 4
2'-0"
2'-0"EAVE
6'-10"1'-6"1'-6"42"2'-0"2'-0"9'-0"2'-0"6'-9"
6'-8"3'-10 3/4"0'-3"29'-0"44"6'-0"TYPICALHOT & COLDOUTDOORSHOWER
CLFIRE PLACE @SECOND FLOORMASTER SUITE
BCDEF A
12
12
12 3
18"12"DOUBLE GATEALIGN WITH OTHER GATE@ 7'-0" SETBACK
1 2
12x12 CONCEALEDGUTTER
11OPEN
1
A4.2
18"42"30"2'-11"T.O. DBLPLATE
6'-0"9"
1 2 3 4 5
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-3.1
1/4" = 1'-0"EXTERIOR ELEVATION ELEVATION NOTES
EXTERIOR 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.
ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.
WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.
COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.
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 LINE
STONE 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.
SIDE YARD ACCESS GATES.
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.
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.
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 USED
30. 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)
EAST SIDE ELEVATION - COTTAGE 2
1/4" = 1'-0"2
NORTH ELEVATION - COTTAGE 2
1/4" = 1'-0"1
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
E5 E2
E14 E15 E16
E17
E18
D
G
BF
F
E4 E3
E21
SK-4
E
HEIGHT CERTIFICATION REQUIRED
ALL NEW STRUCTURES SHALL HAVE A MINIMUM TOP OF SLAB ELEVATION OF9.0 (88 NAVD DATUM) PURSUANT TO SECTION 20.30.060. B3. WHEN THE TOP OFSLAB IS REQUIRED TO BE RAISED, THE HEIGHT OF THE PRINCIPAL BUILDINGSHALL BE MEASURED FROM THE 9.0 (88 NAVD DATUM) ELEVATION.
ELEVATOR SHAFTS/ENCLOSED STAIRWELLS - FLAT ROOFS ABOVE ELEVATORSHAFTS AND ENCLOSED STAIRWELL HOUSINGS MAY EXCEED THE ALLOWEDHEIGHT LIMIT UP TO THE MAXIMUM HEIGHT FOR A SLOPED ROOF, PROVIDEDTHEY DO NOT EXCEED THIRTY (30) SQUARE FEET IN AREA. LABEL APPLICABLEELEVATOR SHAFT/ENCLOSED STAIRWELL DIMENSIONS AND AREA.NOTE: ELEVATOR SHAFT IS A SKYLIGHT.
INTERIOR FIREPLACES - THE OVERALL CHIMNEY HEIGHT FOR AN INTERIOR FIREPLACE ISPERMITTED TO EXCEED THE HEIGHT LIMIT BY TWO FEET ABOVE THE ROOF PLANE PLUS ANADDITIONAL TWO FOOT MAXIMUM FOR THE CAP/SPARK ARRESTOR. THE ADDITIONAL TWOFOOT SECTION IS NOT ONLY LIMITED IN HEIGHT BUT ALSO 2 FEET BY 4 FEET IN WIDTH ANDDEPTH. IN ADDITION, THE CHIMNEY MUST BE LOCATED A MINIMUM DISTANCE OF 10 FEETFROM THE NEAREST ROOF PANE. LABEL DIMENSIONS OF THE CHIMNEY PLUS ANY PORTIONOF THE CAP/ARRESTOR. SEE DIMENSION OF EXTERIOR ELEVATION & SECTION. SEEFIREPLACE CHIMNEY DIMENSION ON ROOF PLAN.
NOTE:EXTERIOR SHOWER TO BE BOTH HOT AND COLD SETTINGS. DEPRESS GRATE TO FLUSH WITH EXTERIOR PAVING.
NOTE:ELECTRICAL DISTRIBUTION BOX PER ENTIRE HOUSE AND DOCKLOAD CALCULATION REQUIREMENTS BY ELECTRICAL ENGINEERCONSULTANT OR QUALIFIED ELECTRICAL SUBTRADE.
E
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
12
3'-6"2'-6"12
12
12
7'-0"7'-0"12"
GLASS WALL & GLASS DOOR(FRAMELESS)GUARD RAILSKYLIGHTS
2'-6"12"
11
12"42"3
2
A4.2
OPEN
OPEN OPEN
12 X 12 GUTTER &DOWNSPOUT 42"12 2
18"42"1'-6"42" HIGH RAILING
18"2'-0"2'-0"
2'-0"
6'-9"
6'-4 1/2"
IN WALL CONCEALEDDOWNSPOUT
6'-4" PLATEB C D E FA8'-4"8'-4"29'-0"42"12
12312
4 5 18"42"1
A4.2
INFINITY EDGE ALL AROUNDWATER LINE @ 10.70'1'-2"24"TYP.3'-0"23'-6" > 24'-0" MAXIMUM GUARD RAIL HEIGHT1'-6"ELEVATORSKYLIGHT
CHIMNEY
2'-0"1'-6"3'-0"2'-0"3'-0"0'-3"ATTIC VENTILATIONAT FALSE CHIMNEYTO BE USED ASATTIC VENTILATION
4"x6"TRELLIS
1234
COTTAGE 2
1/4" = 1'-0"2
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-3.2
1/4" = 1'-0"EXTERIOR ELEVATION ELEVATION NOTES
EXTERIOR 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.
ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.
WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.
COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.
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 LINE
STONE 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.
SIDE YARD ACCESS GATES.
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.
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.
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 USED
30. 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)
SOUTH ELEVATION - COTTAGE 2
1/4" = 1'-0"1
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
E13
F
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B
M
L
E
E20
HEIGHT CERTIFICATION REQUIRED
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
60" TV
GUARD RAIL12
12
122
DORMERSHED
30"42"3'-6"3'-6"POCKET FOR SLIDERS 7'-0"CASED OPENINGHEDGEROW PERLANDSCAPE ARCHITECT33"OPENOPEN OPEN
4" SPACE BETWEEN FLOORS
CASED OPENINGACROSS 3 BAYS COLUMN.SOLID NO CASING
7 11
9
2
A4.1
7'-0"BARTOP @ TOP OFRAILING SEE DETAIL
GUARD RAIL3'-6"12 3
12" GUTTER TOCATCH ENTRYSKYLIGHT RUNOFF
ALL STONE BLACKWATERFALL EDGE42"6'-6 1/2"
LINE OFPARAPET WALL
3'-5"
3'-10"
0'-4"4'-0"0'-4"
16"
VWYZ
BBQ
42"42"12 3
7'-0"7'-0"5" WIDE GUTTER/COLLECTOR BOX& EXPOSED 3" DOWNSPOUT. SEECIVIL PLAN TO CONNECT TOSUBSURFACE DRAINAGE OUTLET
9
1
A4.1
SLOPING COPPERPARAPET
3:12 SLOPE
6'-0" TYP.1'-6"PARAPET WALL TOFOUNDATION 2'-0"T.O. PROPERTYLINE WALL
6 7 8 9
COTTAGE 1
1/4" = 1'-0"2
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-3.3
1/4" = 1'-0"EXTERIOR ELEVATION ELEVATION NOTES
EXTERIOR 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.
ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.
WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.
COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.
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 LINE
STONE 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.
SIDE YARD ACCESS GATES.
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.
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.
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 USED
30. 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)
NORTH ELEVATION - COTTAGE 1
1/4" = 1'-0"1
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
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HOT & COLDOUTDOORSHOWER 42"42"42"6'-0"123
12 5 1/2
DUTCH DOOR 6'-0" GATE6'-0" GATE
DORMERSHED
3'-0"ELEC, DISTRIBUTIONVERIFY WITH CONSULTANTOR SUB TRADE. SIZEREQUIREMENT
SIDE VENT FLUEAND OPENINGCONDENSERS 1 & 2
BUTT-GLAZED SKYLIGHTCLEAR SPAN
5" WIDE GUTTER/COLLECTOR BOX &EXPOSED 3" DOWNSPOUT. SEE CIVILPLAN TO CONNECT TO SUBSURFACEDRAINAGE OUTLET
(3) TRASH BINS
7'-4"
9
1218"4'-0" DEEP SETWINDOW
2
A4.1
7'-10"MIN. HEIGHT8'-4"1'-8"8'-4"1'-8"23'-6"29'-0"14"0'-3"FIXED
CONDENSER 3
4'-0"2'-0"3'-10"
3'-6"
1'-8"29'-0"12"12" ATTIC VENTILATIONSEE NOTE A2.6
11'-0"EXTERIOR SHOWER TO BE BOTH HOTAND COLD SETTINGS. DEPRESS PROVIDE WOOD SLATTED IPE GRATETO FLUSH WITH EXTERIOR PAVING.
J WINDOW MINIMUMLIGHT AND VENTILATIONREQUIREMENT 2.66' x4.25' = 11.3 SQ FT OFLIGHT AND VENTILATION
0'-4"
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3 8'-4"1'-2"8'-4"29'-0"23'-6" > 24'-0" MAXIMUM GUARD RAIL HEIGHT42"12
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BARTOP @ TOP OFRAILING SEE DETAIL
42"11'-0"1'-6"0'-3"6"
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SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-3.4
1/4" = 1'-0"EXTERIOR ELEVATION ELEVATION NOTES
EXTERIOR 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.
ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.
WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.
COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.
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 LINE
STONE 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.
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3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
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SIDE YARD ACCESS GATES.
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.
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.
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 USED
30. 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 ELEVATION - COTTAGE 1
1/4" = 1'-0"2
SOUTH ELEVATION - COTTAGE 1
1/4" = 1'-0"1
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
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DINING
1
A4.1
CABANA
6'-0"THIRD FLOOR SETBACK
BEDROOM-3 SITTING AREA 6'-0"312
10.90 NAV 88
1 1/2"x1/2" STEEL BAR 42"1'-6"42"18"2'-0"2'-0"
2'-11"3'-6"1'-0"2'-0"
3'-0"
8.50 AVERAGE EXISTING GRADE
6 7 8
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8'-2"GREAT ROOMPOWDERKITCHENDINING30"3'-10"
4'-0"
2'-0"
1'-8"
W Y
SECTION - COTTAGE 1
1/4" = 1'-0"2
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-4.1
1/4" = 1'-0"BUILDING SECTIONS SECTION - COTTAGE 1
1/4" = 1'-0"1
SECTION NOTES
FINISHED 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.
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7.
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12.
13.
14.
15.
16.
17.
18.
19.
21.
22.
NOT USED
GLASS 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. R302.6
OPENINGS 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. 9.00
TREATED 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.
RETAINING WALL PER STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.WATERPROOFING AND FRENCH DRAIN TO BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS. SEE COVER SHEET FOR BASEMENTWATERPROOFING, LARR AND I.C.B.O. NUMBERS.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
NOT USED20.
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
NOTE:SHOWERS TO BE RECESSED (NO CURB). ALL DECKS TO SLOPE(IF NOT PEDESTAL SYSTEM).
NOTES:1. METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX
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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 SHEETS
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
CEILING STORAGE RACK8'-0"2
A4.2
42"2" CLEAR POST & SIDING GAP
42"42"OPEN
MUDROOM
COVERED LOGGIA
12
CURB MOUNT SKYLIGHT ABOVE ROOF SHEATHING
2
10" x 10" GASLANTERN
MASTER SUITE SITTING AREAMASTER BATH
DECK
2'-11"2x WOOD CAP 44" HIGH CAP
42" RAILING
6'-8"
6'-9"2'-0"4'-0"
2'-0"
2'-0"
ROOF DECK
ATTIC VENTILATIONAT FALSE CHIMNEYTO BE USED ASATTIC VENTILATION
6'-0"DECK
1'-6"7'-0"1'-0"6'-0"4"x6" TRELLIS
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SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-4.2
1/4" = 1'-0"BUILDING SECTIONS SECTION - COTTAGE 2
1/4" = 1'-0"2
SECTION - COTTAGE 2
1/4" = 1'-0"1
SECTION NOTES
FINISHED 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 USED
GLASS 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. R302.6
OPENINGS 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. 9.00
TREATED 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.
RETAINING WALL PER STRUCTURAL ENGINEER'S DRAWINGS AND SPECIFICATIONS.WATERPROOFING AND FRENCH DRAIN TO BE INSTALLED PER MANUFACTURER'SSPECIFICATIONS AND RECOMMENDATIONS. SEE COVER SHEET FOR BASEMENTWATERPROOFING, LARR AND I.C.B.O. NUMBERS.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
NOT USED20.
NOTE:5" WIDE GUTTER / COLLECTOR BOX AND EXPOSED 3" DOWNSPOUT.SEE CIVIL PLAN TO CONNECT TO SUB-SURFACE DRAINAGE OUTLET.
NOTES:1. METALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL IN RECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAX
E
E21209212
E18
E14
101
HEIGHT CERTIFICATIONREQUIRED.
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 SHEETS
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
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 SAMPLE
MATERIAL AND FINISH INDEX
FACTORY 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 NOTES
OVERHEAD TRACK, BARN DOOR
GARAGE DOORSMECHANIZED REMOTE OPENER WITH SAFETY EYE + KEYPAD
SINGLE INTERIOR DOOR LATCHSET ORPAIR INTERIOR LATCHSET
SINGLE INTERIOR DOOR LOCKSETS ORPAIR INTERIOR DOOR LOCKSETS
HOUSE TO GARAGE DOOR(20 MINUTE LABEL) EXTERIOR DOOR LOCKSET WITH SELF-CLOSING ASSEMBLY
EXTERIOR DOORSSINGLE EXTERIOR DOOR LOCKSETPAIR EXTERIOR LOCKSET
HARDWARE GROUP
E.
F.
D.
C.
A.
DOOR SCHEDULE - INTERIOR
NUM TYPE HEIGHT MATERIALFINISH HARDWAREGROUP ADDTIONAL NOTES NUM.
CUSTOM POCKET "LIFT & SLIDE" - WEILAND OR EQUALG.
DUAL ACTING PIVOT HINGE + PUSH PLATEFINISH PER INTERIOR DESIGNERH.
I-BI-A
E-A
STAIN GRADE SOLID CORE PLANK DOOR W/OLD WORLD HARDWARE. SEE DESIGN.
E2
E3
DOOR SCHEDULE - EXTERIOR
NUM TYPE LEAVES WIDTH EA.LEAVE HEIGHT MATERIALFINISH HARDWAREGROUP ADDITIONAL NOTES NUM.MATERIAL
WROUGHT 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.TOTALWIDTH
LEAVES WIDTH EA.LEAVE TOTALWIDTH ALL 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 NECESSARY
SAFETY GLASS IS REQUIRED AT WARDROBE DOOR. U.B.C. 2406.5
ROUGH 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 BODY
ALL 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 2406.4
A. 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 LANDING
ALL 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 NOTES
REFER TO FLOOR PLANS FOR SWING DIRECTION OF SINGLE DOORS. SWING IS ALSOINDICATED ON EXTERIOR ELEVATIONS.
8'-10"
101
E1
FACTORY 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.
2 1'-11"
E-A
6'-0"
E-B
1
2'-6"
I-A
3'-10"
I-C
102
1
3'-4"
103
104
2
105
1
201 2
202 1 3'-0"
203
204
205
206
207
208
209
210
E4 E-D
2'-9"5'-6"
E5
3'-4"3'-4"E6
E7
E8
E9
101
102
103
104
105
E2
E3
E1
E4
E5
E6
E7
E8
E9
SPRINKLERED AND NON-SPRINKLERED DWELLINGS AND BE 20 MINUTES FIRE RATED.R302.5.1
15.
SELF CLOSING AND SELF LATCHING, 20 MIN. DOOR
I-D I-E
E10
E11
E12
E13
E14
E15
E16
E18
E17
E-B E-C E-D
E10
E11
E13
E-E
E-H
E-J E-K
2'-3"4'-6"
2'-8"
E-F E-G
201
202
203
204
205
206
207
208
209
210
E12
E14
E15
E16
E17
E18
E19 E19
STEEL SIDE GATE
GARAGE DOOR17'-8"E-C
8'-6"
8'-6"
STEEL
E-L
USE TEMPEREDGLASS
E20E20
SIDE GATE
E-I
E-M
E-O
301 1 2'-8"3016'-0"
U FACTOR 0.51SHGC 0.35
U FACTOR 0.51SHGC 0.35
I-F
211211
302 30216'-0"
I-G
NOTE:FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
E-E
1
1
E-E 6'-0"
3'-4"3'-4"6'-0"
STEEL
STEEL 6'-0"2'-9"5'-0"5'-6"
2'-9"
GARAGE DOOR
GATE
PIVOT ENTRY GLASS DOOR ON WOOD FRAMEGLASS
8'-10"
17'-8"
5'-0"
5'-0"
1
1
2
E-E
1
1 5'-0"
E-F
E-G
E-H
DUTCH DOOR1
2
2
3'-0"3'-0"
3'-8"7'-4"
3'-8"8'-212"7'-4"8'-212"4'-5"2'-212"3'-0"3'-0"8'-1"5'-1"4'-5"8'-212"
8'-212"
8'-1"
4
5
4
4
1
1
1
1
2'-6"
3'-0"
3'-6"
2'-6"
2'-6"
3'-0"
3'-6"
2'-6"
U FACTOR 0.51SHGC 0.35
E-I
E-J
E-J
E-O
DUTCH DOOR (ROUND TOP)
SWING GARAGE DOOR 7'-7"8'-0"3'-0"3'-0"7'-7"4'-7"3'-834"8'-4"18'-8"
3'-834"3'-834"3'-834"3'-834"
3'-6"
E-K
E-L
E-M
E-K
8'-4"
8'-4"
8'-4"
8'-4"18'-6"3'-812"
7'-7"
8'-0"
7'-7"
7'-7"
14'-5"3'-712"
3'-10"15'-3"
3'-912"15'-2"
STEEL
PIVOT
5'-0"8'-6"8'-6"
E24E24
E25 E25
2'-212"
3'-8"
E26E26
E21
2'-212"
E21
E22E22
E23E23
E27E27
E-N7'-0"2'-1112"2'-1112"2'-1112"2'-1112"
11'-10"
4 2'-1112"11'-10"E-N 7'-0"
E-O 8'-4"
3'-112"12'-6"8'-4"
4
4
3'-712"14'-7"
E-P 6'-6"
2'-9"11'-0"6'-0"
1
4
2'-10"2'-10"
E-J
E-P
E-N
E-N 4 3'-2"12'-8"6'-0"
4'-4"6'-0"E-Q
E-Q 1 4'-4"6'-0"4'-4"
E-R
2'-10"6'-6"FRAMELESS GLASS DOOR
212
213
214
212
213
214
I-B
FINAL INTERIORDOOR DESIGN PERINTERIORDESIGNER.
I-A
FINAL INTERIORDOOR DESIGN PERINTERIORDESIGNER.
SEE PLANFOR DOORSWING
I-C
FINAL INTERIORDOOR DESIGN PERINTERIORDESIGNER.
STEEL & GLASSPANTRY DOORSTO SLIDE FROMCEILING. FLOORTO CEILINGHEIGHT.
I-D I-E I-F
3'-0"7'-0"1'-7"8'-7"I-G
2'-8"8'-6"POCKET SLIDING
POCKET SLIDING
POCKET SLIDING
POCKET SLIDING
POCKET SLIDING
I-A
I-B
I-B
I-A
I-C
I-A
I-A
I-A
I-A
I-A
I-D
I-D
I-C
I-C
I-C
I-C
I-A
I-A 2'-8"
7'-0"
1
1
1
1
1
1
1
1
1
1
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
7'-0"
8'-4"
7'-0"
7'-0"
7'-0"
2'-10"
3'-0"
3'-0"
2'-8"
3'-4"
3'-2"
3'-2"
3'-0"
3'-0"
3'-0"
2'-8"
2'-8"
2'-8"
2'-10"
3'-0"
3'-0"
2'-8"
3'-0"
3'-2"
3'-2"
3'-0"
3'-0"
2'-0"
2'-6"
7'-0"
7'-0"
7'-0"
2'-6"
3'-4"
4'-0"
2'-6"
1'-8"2106 1061'-8"
I-A
I-B COAT CLOSET DOOR
7'-0"
7'-0"
17'-8"8'-6"2'-1112"2'-1112"2'-1112"2'-1112"2'-1112"2'-1112"
8'-10"8'-6"2'-1112"2'-1112"2'-1112"1'-6"1'-6"NOT USED
NOT USED
I-B NOT USED
5'-3"7'-0"E28 E-R 2 7'-6"2'-7 1/2"5'-3"IN-SWING FRENCH DOOR, SEE DRAWING
NOT USED
NOT USED
LAMINATEDGLASS
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-6.1
1/4" = 1'-0"DOOR SCHEDULE NOTE:COTTAGE 1- STEELWORKS STEEL DOORS AND JELD WEN SITELINE WINDOWS WILL BETHE SAME BLACKISH COLOR TO BE SIMILAR TO OIL RUBBED BRONZE IN COLOR.COTTAGE 2- STEELWORKS STEEL DOORS AND JELD WEN SITELINE WINDOWS WILL BETHE SAME WHITE/WHITE COLOR AS PER JELD.WEN SITELINE.
WINDOW SPECIFICS- JELD WEN SITELINEINSIDE AND EXTERIOR COLOR WILL BE ALL THE SAME COLOR WHITE COTTAGE 2 ORBLACKISH-COTTAGE 1.
EUROPEAN CASEMENTS WINDOWS WITH NO CENTER BAR AND TRUE DIVIDED LITES,WITH A NARROWEST MUNTIN BAR.OPERATION PER HOLD-OPEN HARDWARE - NO HAND CRANKS.WINDOW SCREENS AS TRANSPARENT AS POSSIBLE.GLAZING PER T-24 CALCULATION, NO TINTING, NO GREENISH HUE.HARDWARE TYPE AND COLOR PER INTERIOR DESIGNER. WINDOWS LITE HORIZONTAL BAR TO ALIGN AT SAME DATUMSHOP DRAWINGS TO BE APPROVED BY ARCHITECT.
TRUE DIVIDED LITES, ALUMINUM STOPS OK TO MATCH COLOR OF DOOR.OIL RUBBED BRONZE HARDWARE. LITE HORIZONTAL BAR TO ALIGN AT SAME DATUMSHOP DRAWINGS TO BE APPROVED BY ARCHITECT.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
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 WARRANTY
REFER TO GENERAL NOTES FOR TYPICAL REQUIREMENTSAPPLICABLE TO WINDOWS
SEE 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 NOTES SECURITY NOTES
WINDOWS AND DOOR LIGHTS WHICH ARE WITHIN 40" OF THELOCKING DEVICE SHALL BE FULLY TEMPERED OR BURGLARYRESISTANT GLAZING.
WINDOW SCHEDULE
SYMBOL WIDTH HEIGHT TYPE MATERIAL
B
C
D
A
NOTE: SEE ELEVATIONS FOR OPERATION
ADDITIONAL NOTES
FIXED
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
1.
2.
3.
4.
A B D
CASEMENT
E
CASEMENT
E
F
G
CASEMENTH
I
J
LK
K
L
CASEMENT
SURFACE SHALL BE SAFETY GLAZED. [R308.4](2)
14.
GLAZING OVER 9 SF IN AREA WITH BOTTOM EDGE LESS THAN
15.
GLASS USED IN HANDRAILS AND GUARDS SHALL BE SAFETYGLAZED.16.
FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENTLABELS.17.
TEMPERED
TEMPERED
TEMPERED
STEEL
CASEMENT
TEMPERED
TEMPERED
TEMPERED
TEMPERED
TEMPERED
C
J
STEEL TEMPERED
WOOD TEMPEREDFIXED
CASEMENT
3'-10" 6'-7"
2'-6"2'-6"
5'-3" 7'-0"
7'-7" 2'-10 1/4"
4'-10" 3'-8"
8'-0" 4'-6"
6'-3" 4'-6"
3'-6" 5'-2"
FIXED
1'-8"6'-7"8'-3"3'-10"2'-6"5'-0" OR 3'-6"2'-6"7'-6"5'-3"7'-0"CASEMENT
CASEMENT
2'-6"3'-8"6'-2"4'-10"3'-5"2'-1014"6'-314"6'-7"2'-6"5'-10"8'-4"7'-6"
7'-6" 5'-10"
3'-6" 5'-8"
F1'-4"5'-8"7'-0"3'-6"
G H
3'-0"
8'-0"2'-6"4'-6"7'-0"4'-6"2'-11"1'-6"5'-2"6'-8"3'-6"2'-6"3'-6"6'-0"WOOD
WOOD
WOOD
M TEMPEREDCASEMENT2'-6" 3'-5"WOOD
WOOD
WOOD
WOOD
WOOD
FIXED
18'-312"2'-912"
I
CASEMENT STEEL TEMPERED2'-9 1/2" 18'-3 1/2"
M N
2'-0"2'-0"2'-0"2'-0"5'-6"3'-6"3'-6"6'-6"3'-0"6'-0"2'-10"
SKYLIGHTS
35'-1"
STAIRS
STAIRS
4'-6"6'-0"ENTRY & ELEVATOR LOBBY
23'-614"4'-834"23'-818"6'-4"4'-1"6'-7"TRIPLE PLANE SOLAR GREY34'-8" LENGTH X 3'-5" WIDE
TRIPLE PLANE SOLAR GREY5'-10" LENGTH x 4'-6" WIDE
TRIPLE PLANE SOLAR GREY4'-11" LENGTH x 6'-0 1/2" WIDE
TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDE
TRIPLE PLANE SOLAR GREY23'-10 1/4" LENGTH x 7'-5 1/4"WIDE x 4'-8 3/8" WIDE
TRIPLE PLANE SOLAR GREY5'-6" LENGTH x 6'-4" WIDE
SEE CURB MOUNT DETAIL 78/ A7.18
SEE CURB MOUNT DETAIL 78/ A7.18
SEE CURB MOUNT DETAIL 78/ A7.18
SEE DETAIL 76/ A7.18
SEE DETAIL 74/ A7.18 BUTT GLAZED
SKYLIGHT3SLOPE1/2"=1'-0"N TEMPEREDCASEMENT6'-0" 2'-0"WOOD
2'-10"
5'-8"
O TEMPERED2'-2" 2'-2"CASEMENT WOOD
O
2'-2"5'-2" OR 3'-6"2'-2"7'-4"SKYLIGHT 6
FIXED
TEMPEREDCASEMENT3'-0" 3'-6"WOOD
SCALE:PRIVATE RESIDENCESINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE:
JOB:-
REVISIONS
MAY 27, 2021
April 7, 2021 NEWPORT BEACH, CA. 926621 COLLINS ISLEDEPARTMENT FIRST SUBMITTAL SET /BID SET - MAY 27, 2021CDP THIRD SUBMITTAL / BUILDINGA-6.2
1/4" = 1'-0"WINDOW SCHEDULE NOTE:COTTAGE 1- STEELWORKS STEEL DOORS AND JELD WEN SITELINE WINDOWS WILL BETHE SAME BLACKISH COLOR TO BE SIMILAR TO OIL RUBBED BRONZE IN COLOR.COTTAGE 2- STEELWORKS STEEL DOORS AND JELD WEN SITELINE WINDOWS WILL BETHE SAME WHITE/WHITE COLOR AS PER JELD.WEN SITELINE.
WINDOW SPECIFICS- JELD WEN SITELINEINSIDE AND EXTERIOR COLOR WILL BE ALL THE SAME COLOR WHITE COTTAGE 2 ORBLACKISH-COTTAGE 1.
EUROPEAN CASEMENTS WINDOWS WITH NO CENTER BAR AND TRUE DIVIDED LITES,WITH A NARROWEST MUNTIN BAR.OPERATION PER HOLD-OPEN HARDWARE - NO HAND CRANKS.WINDOW SCREENS AS TRANSPARENT AS POSSIBLE.GLAZING PER T-24 CALCULATION, NO TINTING, NO GREENISH HUE.HARDWARE TYPE AND COLOR PER INTERIOR DESIGNER. WINDOWS LITE HORIZONTAL BAR TO ALIGN AT SAME DATUMSHOP DRAWINGS TO BE APPROVED BY ARCHITECT.
TRUE DIVIDED LITES, ALUMINUM STOPS OK TO MATCH COLOR OF DOOR.OIL RUBBED BRONZE HARDWARE. LITE HORIZONTAL BAR TO ALIGN AT SAME DATUMSHOP DRAWINGS TO BE APPROVED BY ARCHITECT.
NOTE:
1.
2.
ALL SKYLIGHTS TO BE TRIPLE GLAZED WITH SOLAR GREY TINTING99% LOWE UV BLOCKAGE.
ALL SKYLIGHTS TO BEFIELD MEASURED PER MANUFACTURER WITH SHOPDRAWINGS BY MANUFACTURER... ALL SHOP DRAWINGS VERIFIED BYBUILDER, G.C. AND ARCHITECT.75 7.1875 7.18
/A78 7.18
/A78 7.18
/A77 7.18
/A78 7.18 75 7.1875 7.18NOTE: ALL WINDOWS TO BE ALTERNATE BID JELD-WEN.
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
“’ ”
A
A
GROSS RESIDENCESEAWALL REINFORCING1 COLLINS ISLENEWPORT BEACH, CA 92662DIVIDED SKY SMKJ LLC/JON GROSS4639 S. LINDHURST AVENUEDALLAS, TX 75229PMA Consulting, Inc.Consulting Structural Engineers28161 Casitas Ct., Laguna Niguel, CA 92677Phone: (714) 717-7542E-Mail: P.Petrov@PMA-BG.comSTRUCT GENERAL NOTES & VICINITY MAPSW-0A PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
call: TOLL FREE
1-800-422-4133
TWO WORKING DAYS BEFORE YOU DIG
UNDERGROUND SERVICE ALERT
Section 4216/4217 of the GovernmentCode requires a Dig Alert IdentificationNumber be issued before a Permit toExcavate will be valid. For your DigAlert Identification Number callPARKAVENUEN26°08'54"E 72.59'N54°02'00"W 37.64'Δ=82°30'30" R=72.70' L=104.69'GROSS RESIDENCESEAWALL REINFORCING1 COLLINS ISLENEWPORT BEACH, CA 92662DIVIDED SKY SMKJ LLC/JON GROSS4639 S. LINDHURST AVENUEDALLAS, TX 75229PMA Consulting, Inc.Consulting Structural Engineers28161 Casitas Ct., Laguna Niguel, CA 92677Phone: (714) 717-7542E-Mail: P.Petrov@PMA-BG.comSEAWALL SITE PLANSW-1
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
(* )
(* )
C
JH
WV
N
U
A B
Z
M
A
A
GROSS RESIDENCESEAWALL REINFORCING1 COLLINS ISLENEWPORT BEACH, CA 92662DIVIDED SKY SMKJ LLC/JON GROSS4639 S. LINDHURST AVENUEDALLAS, TX 75229PMA Consulting, Inc.Consulting Structural Engineers28161 Casitas Ct., Laguna Niguel, CA 92677Phone: (714) 717-7542E-Mail: P.Petrov@PMA-BG.comDETAILSSW-2A PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-1
Revision No. Description
Scale: 1/8" = 1'-0"
Project No.
N
PlanHardscapeSheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-1-21 CDP Submittal
2-24-21 Preliminary Plan
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1st BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal
3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-2
Revision No. Description
Scale: Varies
Project No.
DetailsHardscape
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-3
Revision No. Description
Scale: 1/8" = 1'-0"
Project No.
N
PlanLighting
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-4
Revision No. Description
Scale: 1/8" = 1'-0"
Project No.
N
PlanIrrigation
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal
3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-5
Revision No. Description
Scale: Varies
Project No.
DetailsIrrigation
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
2
2
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-6
Revision No. Description
Scale: Varies
Project No.
Irrigation
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
Specifications
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-7
Revision No. Description
Scale: 1/8" = 1'-0"
Project No.
N
PlanPlanting
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-8
Revision No. Description
Scale: 1/8" = 1'-0"
Project No.
N
PlanTree
Sheet Title d e s i g nProject Name
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal
3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-9
Revision No. Description
Scale: Varies
Project No.
Planting
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
Details
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)
Date: January 11, 2021
Sheet No.
L-10
Revision No. Description
Scale: Varies
Project No.
Planting
Sheet Title d e s i g nProject Name Dana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License
3-4-21 CDP Submittal
2-24-21 Preliminary Plan
Specifications
APN: 050-010-06
Newport Beach, CA
Gross
1 Collins Island
Residence
Lot 1, Tract 1723
4-16-21 1 BLDG Dept. Submittal2nd CDP Submittal
5-28-21 2nd BLDG Dept. Submittal3rd CDP Submittal
PA2021-055 ZONING ADMINISTRATOR 07/15/2021 - APPROVED (40 PAGES)