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DSR25-0003
PC/08/11/2025
Page 1
CITY OF BURLINGAME
PLANNING COMMISSION RESOLUTION 2025-08.11-7B
APPROVING MAJOR DESIGN REVIEW AND SPECIAL PERMITS FOR
1633 WESTMOOR ROAD
PROJECT NO. DSR25-0003
WHEREAS, an application has been made by Ali Famhy, on behalf of Property Owners, Shruti
and Satyashil Awadhare, for Major Design Review and Special Permits for a second floor balcony and
plate height for a first and second story addition to an existing single-unit dwelling in the R-1 (Low
Density Residential) zoning district, APN: 252-233-100; and
WHEREAS, on August 11, 2025, the Planning Commission of the City of Burlingame held a
duly noticed public hearing at which time it reviewed and considered the staff report and all other
written materials and testimony presented at said hearing; and
WHEREAS, on August 11, 2025, the Planning Commission of the City of Burlingame reviewed
and considered a Categorical Exemption under Section 15301(e)(1) for the Project; and
NOW, THEREFORE, the Planning Commission of the City of Burlingame does here by resolve, find,
determine and order as follows:
SECTION 1: The project is Categorically Exempt from review pursuant to the California
Environmental Quality Act (CEQA), per Section 15301 (e)(1) of the CEQA Guidelines, which states
that additions to existing structures are exempt from environmental review, provided the addition will
not result in an increase of more than 50% of the floor area of the structures before the addition.
SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission
to grant Major Design Review and Special Permits upon making certain findings. The Planning
Commission finds the following:
MAJOR DESIGN REVIEW FINDINGS (BMC SECTION 25.68.060(H))
1. The project is consistent with the General Plan and is in compliance with all applicable
provisions of Title 25, all applicable design guidelines, all other City ordinances and regulations,
and the standards established in BMC Section 25.68.060 (C).
The project is consistent with the General Plan designation of Low Density Residential and is
in compliance with all applicable provisions of Title 25; the first and second story addition is
consistent with the design guidelines in that the mass and bulk of the proposed structure is in
scale with the lot and in relation to neighboring properties and that the project proposes exterior
materials including stucco siding, asphalt shingle roofing, vinyl windows with simulated divided
lites and fiber cement window trim, and hip and gable roofs making the project compatible with
the character of the neighborhood.
2. The project will be constructed on a parcel that is adequate in shape, size, topography, and
other circumstances to accommodate the proposed development.
The project will be constructed on a parcel that is adequate in shape, size, topography, and
other circumstances to accommodate the proposed development as shown on the proposed
plans.
Docusign Envelope ID: FDD7FEF1-9715-4435-B99C-BBC3DFF22C5F
DSR25-0003
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3. The project is designed and arranged to provide adequate consideration to ensure the public
health, safety, and general welfare, and to prevent adverse effects on neighboring property.
The project is designed and arranged to provide adequate consideration to ensure the public
health, safety, and general welfare, and to prevent adverse effects on neighboring property
because the project complies with setback, building height, declining height envelope, lot
coverage, floor area ratio, and parking requirements.
SPECIAL PERMIT FINDINGS FOR SECOND FLOOR BALCONY AND PLATE HEIGHT (BMC
SECTION 25.78.020.B.)
1. The blend of mass, scale, and dominant structural characteristics of the new construction or
addition are consistent with the existing structure's design and with the well-defined character
of the street and neighborhood;
The blend of mass, scale, and dominant structural characteristics of the new construction are consistent with the well-defined character of the street and neighborhood in that the 10’-0” first
floor plate height along the right side of the dwelling is consistent with the character of the street and neighborhood; the impact of the taller plate height on the neighborhood character is reduced given that this portion of the house is located behind the attached garage. The
second floor balcony is consistent the character of the neighborhood in that is designed within the maximum size limits allowed and is located at the rear of the single-unit dwelling.
2. The variety of roof line, façade, exterior finish materials, and elevations of the proposed new
structure or addition are consistent with the existing structure, street, and neighborhood;
The variety of roof line, façade, exterior finish materials, and elevations of the addition are
consistent with the existing street and neighborhood in that the project's design, including the
taller plate height on a portion of the second floor and second floor balcony at the rear of the
dwelling, incorporates roof lines, facades and materials that are found throughout the existing
and newer homes in the neighborhood. The design maintains architectural consistency by
using the same roof slope between floors, and retaining much of the original first floor roof
especially at the front to respect the neighborhood’s character and ensure visual harmony.
3. The proposed project is consistent with the residential design guidelines adopted by the City;
The proposed project is consistent with the residential design guidelines adopted by the City
in that it integrates well with the neighborhood character and is complimentary to the context
of other dwellings on the block with traditional design elements including a covered front porch,
hip and gable roof forms, stucco siding, proportional plate heights, simulated divided-lite
windows, and articulated massing.
4. Removal of any trees located within the footprint of any new structure or addition is necessary
and is consistent with the City's reforestation requirements, and that the mitigation for the
removal that is proposed is consistent with established City policies and practices.
No trees located within the footprint of the addition are proposed to be removed. Two new 24-
inch box Crape Myrtle trees in the front yard are proposed and therefore the project complies
with the Urban Reforestation and Tree Protection Ordinance requirements.
SECTION 3: The Planning Commission of the City of Burlingame after conducting the public
hearing HEREBY APPROVES DSR25-0003 subject to the following conditions:
Docusign Envelope ID: FDD7FEF1-9715-4435-B99C-BBC3DFF22C5F
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CONDITIONS OF APPROVAL
1. that the project shall be built as shown on the plans submitted to the Planning Division and
date stamped August 11, 2025, sheets A0.0 through A5.1, AR-1, AR-2, SU1, and T1.0;
2. that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amount or type of hardscape materials shall be subject to Planning Division
or Planning Commission review.
3. that any changes to the size or envelope of the basement, first or second floors, or garage,
which would include adding or enlarging a dormer(s), shall require an amendment to this
permit;
4. that any recycling containers, debris boxes or dumpsters for the construction project shall be
placed upon the private property, if feasible, as determined by the Community Development
Director;
5. that demolition for removal of the existing structures and any grading or earth moving on the
site shall not occur until a building permit has been issued and such site work shall be required
to comply with all the regulations of the Bay Area Air Quality Management District;
6. that prior to issuance of a building permit for construction of the project, the project construction
plans shall be modified to include a cover sheet listing all conditions of approval adopted by
the Planning Commission, or City Council on appeal; which shall remain a part of all sets of
approved plans throughout the construction process. Compliance with all conditions of
approval is required; the conditions of approval shall not be modified or changed without the
approval of the Planning Commission, or City Council on appeal;
7. that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
8. that the project shall comply with the Construction and Demolition Debris Recycling Ordinance
which requires affected demolition, new construction and alteration projects to submit a Waste
Reduction plan and meet recycling requirements; any partial or full demolition of a structure,
interior or exterior, shall require a demolition permit;
9. that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
10. that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design professional,
that demonstrates that the project falls at or below the maximum approved floor area ratio for
the property;
11. that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at framing,
such as window locations and bays, are built as shown on the approved plans; architectural
Docusign Envelope ID: FDD7FEF1-9715-4435-B99C-BBC3DFF22C5F
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Page 4
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing inspection shall be scheduled;
12. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
13. that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
SECTION 4: The Major Design Review and Special Permits approval shall be subject to
revocation if the applicant fails to comply with the conditions listed herein at any time. If, at any time,
the Community Development Director or Planning Commission determine that there has been or may
be a violation of the findings or conditions of this approval, or of the Zoning Regulations, a public
hearing may be held before the Planning Commission to review this approval pursuant to Zoning
Regulation Section 25.88.050. At said hearing, the Planning Commission may add conditions, or
recommend enforcement actions, or revoke the approval entirely, as necessary to ensure compliance
with the Zoning Regulations, and to provide for the health, safety, and general welfare of the
community.
PASSED AND ADOPTED this 11th day of August 2025.
Chairperson
I, _____________ , Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the
Planning Commission held on the 11th day of August 2025 by the following vote:
Secretary
Exhibits:
Exhibit A - Project Plans dated August 11, 2025
AYES: HORAN, PFAFF, LOWENTHAL, SCHMID, SHORES, TSE
NOES: NONE
RECUSED: NONE
ABSENT: NONE
Docusign Envelope ID: FDD7FEF1-9715-4435-B99C-BBC3DFF22C5F
Audrey Tse
LOCATION MAPPROJECT TEAMCOVER SHEETA0.0ASSESSOR'S PARCEL MAPA W A D H A R E R E S I D E N C E SITESITEAPPLICABLE CODESPROJECT SUMMARYAPPLICABLE CODES (with Burlingame Amendments)-2022 CALIFORNIA ADMINISTRATIVE CODE, CAC-2022 CALIFORNIA BUILDING CODE, CBC-2022 CALIFORNIA RESIDENTIAL BUILDING CODE, CRC-2022 CALIFORNIA ELECTRICAL CODE, CEC-2022 CALIFORNIA MECHANICAL CODE, CMC-2022 CALIFORNIA PLUMBING CODE, CPC-2022 CALIFORNIA ENERGY CODE, CEnC-2022 CALIFORNIA HISTORICAL CODE, CHC-2022 CALIFORNIA FIRE CODE, CFC-2022 CALIFORNIA EXISTING BUILDING CODE-2022 CALIFORNIA GREEN BUILDING STANDARDS-2022 CALIFORNIA REFERENCED STANDARDSSCOPE OF WORKDEFERRED SUBMITTALS1.STAIR GUARDRAIL SHOP DRAWINGS SIGNED AND STAMPED BY ENGINEER TOBE SUBMITTED TO BUILDING DEPARTMENT FOR REVIEW AND APPROVAL--NOTETHAT SHOP DRAWINGS TO DEMONSTRATE GUARDRAIL DESIGN IS ADEQUATETO SUPPORT A SINGLE CONCENTRATED 200 POUND LOAD APPLIED IN ANYDIRECTION AT ANY POINT ALONG THE TOP OF THE RAIL PER CRC TABLE 301.5AND 301.5 FOOTNOTE D2.SOLAR PHOTOVOLTAIC SYSTEM TO BE UNDER A SEPARATE PERMIT1633 WESTMOOR ROAD, BURLINGAME, CAO W N E RShruti AwadhareSatyashil Awadhare1633 Westmoor Road, Burlingameemail: satyashil@gmail.comshruti.satyashil@gmail.comA R C H I T E C TStudio S Squared Architecture, Inc.1000 S Winchester BlvdSan Jose, CA 95128attn:Ali Fahmyph:669 289 9416email: ali@StudioS2arch.comC I V I L E N G I N E E Rlea & Brazeattn: Pete Carlinoemail:pcarlino@leabraze.comG E O T E C H N I C A L E N G I N E E RRomig Engineers, Inc.attn: Lucas Ottoboniemail:lucas@romigengineers.comL A N D S C A P E A R C H I T E C TStudio S Squared Architecture, Inc.1000 S Winchester BlvdSan Jose, CA 95128attn: Greg Ingemail:greg@studios2arch.comARBORISTKevin Kielty Certified Arborist attn:David Beckhamph:650 532 4418davidkieltyarborist@gmail.comSHEET INDEXARCHITECTURALA0.0COVER SHEETA0.1a GENERAL INFORMATION SHEETA0.2FLOOR AREA CALCULATIONSA1.0aCONTEXTUAL FRONT SETBACK CALCSA1.0bEXISTING SITE PLANA1.0cPROPOSED SITE PLANA2.0 DEMO FLOOR PLANA2.1a1ST FLOOR PLANA2.1b1ST FLOOR PLANA2.2DEMO ROOF PLANA2.2aLOWER ROOF PLANA2.2bUPPER ROOF PLANA3.0aEXTERIOR ELEVATIONSA3.0bEXTERIOR ELEVATIONSA3.0cEXTERIOR ELEVATIONSA3.0dEXTERIOR ELEVATIONSA3.1 EXTERIOR PERSPECTIVESA3.2EXTERIOR PERSPECTIVESA3.3DAYLIGHT PLANEA5.0-A5.1SECTIONSARBORISTAR1-AR2ARBORIST REPORTCIVILSU TOPOGRAPHIC SURVEYHYD-1IMPERVIOUS SURFACE EXHIBITC-1.0TITLE SHEETC-2.0GRADING & DRAINAGE PLANC-3.0DETAILSC-4.0GRADING SPECIFICATIONSER-1EROSION CONTROL PLANER-2EROSION CONTROL DETAILSBMP-1BEST MANAGEMENT PRACTICESLANDSCAPET1.0PLANTING PLANR E N O V A T I O N & A D D I T I O N T O E X I S T I N G S I N G L E F A M I L Y H O U S EPROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AF REMODEL OF AND ADDITION TO AN EXISTING 2BR AND 2BA SINGLE FAMILYRESIDENCE WITH 1,665.0 EXISTING LIVING S.F. ON A 5,250 S.F. LOT.406.51 S.F. CONVERSION OF LIVING AREA INTO ADU , PROPOSED 1ST FLOORADDITION OF 514.49 S.F. AND 2ND FLOOR ADDITION OF 720.94 S.F. RESULTING INA 3BR AND 2.5BA RESIDENCE WITH 2,774.25 LIVING S.F.1CONSTRUCTION HOURS1.ANY HIDDEN CONDITIONS THAT REQUIRE WORK TO BE PERFORMED BEYONDTHE SCOPE OF THE BUILDING PERMIT ISSUED FOR THESE PLANS MAY REQUIREFURTHER CITY APPROVALS INCLUDING REVIEW BY THE PLANNINGCOMMISSION.2.A COMPLETED SUPPLEMENTAL DEMOLITION PERMIT APPLICATION WILL BEPROVIDED. WHEN SUBMITTING THE PLANS TO THE BUILDING DIVISION FORPLAN REVIEW.ACKNOWLEDGMENTS 1122REVISEDRECEIVEDCITY OF BURLINGAMECDD-PLANNING DIVISION08/11/25
±±DEMO SITE PLAN1/8"1##DEMO SITE PLAN LEGEND - = NUMBER TO KEY NOTE BELOW1.EXISTING PUBLIC RIGHT OF WAY--ANY CONSTRUCTION WITHIN THE CITYRIGHT-OF-WAY MUST HAVE AN APPROVED "PERMIT FOR CONSTRUCTION INTHE PUBLIC STREET" PRIOR TO THE COMMENCEMENT OF THIS WORK. THEPERFORMANCE OF THIS WORK IS NOT AUTHORIZED BY THE BUILDING PERMITISSUANCE BUT SHOWN ON THE BUILDING PERMIT FOR INFORMATION ONLY2.(E) APPROXIMATE LOCATION OF NEIGHBORING STRUCTURES3.(E) TREE(S) TO REMAIN- PROTECT AS REQUIRED DURING CONSTRUCTION - DONOT LEAVE MATERIALS OR EQUIPMENT IN ROOT AREAS FOR EXTENDEDPERIODS OF TIME. SEE ARBORIST REPORT (IF PROVIDED) FOR ADDITIONALINFORMATION -- SEE TREE PROTECTION FENCING NOTE BELOW FORADDITIONAL INFO.4.(E) DRIVEWAY TO BE REPLACED5.(E) HARDSCAPE TO BE REMOVED6.(E) FENCE TO REMAIN AT PROPERTY LINE7.(E) FENCE TO BE REMOVED8.(E) ELECTRIC METER TO BE UPGRADED DUE TO INCREASED FIXTURE LOAD9.(E) GAS METER TO BE RELOCATED.10.(E) WATER METER TO REMAIN11.(E) BUILDING TO BE REMODELEDDEMO SITE PLAN KEYNOTES - REQUIRED YARD SETBACKPROPERTY LINE--SEE TOPO SURVEY FOR MORE INFOTREE PROTECTION FENCING AND TREE CARE PERARBORIST REPORT -- TREE PROTECTION FENCING TOBE INSTALLED PRIOR TO THE START OFCONSTRUCTION AND REMAIN IN PLACE TILLCOMPLETION OF CONSTRUCTION.XX+/-XX.XX'1TREE NUMBER--REFER TO ARBORIST REPORT FOR SPECIESAND OTHER INFOTREES TO BE REMOVEDSPOT ELEVATION, SEE CIVIL DRAWINGS FOR MORE INFONOTE:1.ALL ELECTRIC LINES, COMMUNICATION LINES AND APPURTENANCES, INCLUDING ALL PUBLIC UTILITY, CATV AND TELEGRAPH SYSTEMS, SHALL BE LOCATED AND INSTALLED UNDERGROUND.feet248121TYPEXISTINGSITE PLANA1.0aPROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD21123 48567223455611109877
W/HGMEMWM(E)SSCO
16'-9 1/2"1ST FLOOR REQUIREDFRONT SETBACK
4'-0"REQUIRED1ST FLOOR SIDE SETBACK6'-1"PROPOSED 2ND FLOORLEFT SIDE SETBACK4'-0"REQUIRED 1ST FLOORSIDE SETBACK15'-0"REQUIRED 1ST FLOORREAR SETBACK
4'-3"PROPOSED 1ST FLOORRIGHT SIDE SETBACK21'-4 1/2"PROPOSED 2ND FLOORRIGHT SIDE SETBACK5'-3"EXISTING 1ST FLOOR LEFT SIDE SETBACK44'-6"2ND FLOOR PROPOSEDFRONT SETBACK
20'-0"
REQUIRED 2ND FLOOR
REAR SETBACK
15'-0"
PROPOSED 1ST FLOOR
REAR SETBACK
29'-4 1/2"PROPOSED 2ND FLOORREAR SETBACK
19'-10 1/2" EXISTING
NON-CONFORMING 1ST
FLOOR FRONT SETBACK 17'-4"20'-0"16'-0"10'-0"P.U.E.16'-10"1ST FLOOR PROPOSEDFRONT SETBACK
3'-0"EXISTING 1ST FLOOR RIGHTSIDE NON-CONFORMINGSETBACK20'-0"2ND FLOOR REQUIREDFRONT SETBACK 15'-1"23'-0"PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AF SITE PLAN LEGEND - SITE PLAN KEYNOTES - EXISTING BUILDING AREA - CONVERTED INTO ADUREQUIRED YARD SETBACK/EASEMENTNOTE:1.ALL ELECTRIC LINES, COMMUNICATION LINES AND APPURTENANCES, INCLUDING ALL PUBLIC UTILITY, CATV AND TELEGRAPH SYSTEMS, SHALL BE LOCATED AND INSTALLED UNDERGROUND.NEW BUILDING AREASPOT ELEVATION, SEE CIVIL DRAWINGS FOR MORE INFOXX+/-XX.XX'PROPERTY LINE--SEE TOPO SURVEY FOR MORE INFO1TREE NUMBER--REFER TO ARBORIST REPORT FOR SPECIESAND OTHER INFOTREE PROTECTION FENCING AND TREE CARE PERARBORIST REPORT -- TREE PROTECTION FENCING TOBE INSTALLED PRIOR TO THE START OFCONSTRUCTION AND REMAIN IN PLACE TILLCOMPLETION OF CONSTRUCTION.TREES TO BE REMOVEDNEW HARDSCAPE -- SEE LANDSCAPE PLAN FOR MORE INFO = NUMBER TO KEY NOTE BELOW1.EXISTING PUBLIC RIGHT OF WAY--ANY CONSTRUCTION WITHIN THE CITYRIGHT-OF-WAY MUST HAVE AN APPROVED "PERMIT FOR CONSTRUCTION IN THEPUBLIC STREET" PRIOR TO THE COMMENCEMENT OF THIS WORK. THEPERFORMANCE OF THIS WORK IS NOT AUTHORIZED BY THE BUILDING PERMITISSUANCE BUT SHOWN ON THE BUILDING PERMIT FOR INFORMATION ONLY2.APPROXIMATE LOCATION OF NEIGHBORING STRUCTURE3.(E) WATER METER--CONTRACTOR TO COORDINATE (N) METER WITH LOCALWATER COMPANY IF REQUIRED BY INCREASED FIXTURE LOAD4.(N) ELECTRICAL METER LOCATION--CONTRACTOR TO COORDINATE WITH LOCALELECTRICAL COMPANY FOR UPGRADE (400 AMPS) TO (E) ELECTRICAL SERVICE5.UFER GROUND CONNECTION PER CEC 250-526.(N) GAS METER LOCATION--INSTALL TWO 2" DIAMETER X 30" TALL STEEL PIPEBOLLARDS EMBEDDED IN 2 FT DEEP CONCRETE FOOTINGS IF GAS METER ISWITHIN 3 FEET OF DRIVEWAY7.(E) 4" SEWER LATERAL--CONTRACTOR TO VERIFY LOCATION IN FIELD--PROVIDECLEANOUT AT THE POINT OF CONNECTION BETWEEN THE BUILDING SEWER ANDTHE MUNICIPAL LATERAL, USE AN APPROVED FITTING TO BRING THE CLEANOUTRISER TO GRADE. WHERE SEWER CLEANOUTS ARE TO BE CONNECTED TOEXISTING MUNICIPAL LATERALS, SUCH CONNECTIONS SHALL BE ACCOMPLISHEDBY USE OF AN APPROVED FITTING8.(N) HEATPUMP UNIT PAD(S)--PROVIDE ELECTRICAL TO THIS LOCATION ASREQUIRED, VERIFY SIZE AND QUANTITY WITH HVAC CONTRACTOR. HEATPUMPUNITS TO COMPLY WITH JURISDICTION'S NOISE ORDINANCE--SEE HVAC PLANS9.(E) TREE(S) TO REMAIN- PROTECT AS REQUIRED DURING CONSTRUCTION - DONOT LEAVE MATERIALS OR EQUIPMENT IN ROOT AREAS FOR EXTENDED PERIODSOF TIME. SEE ARBORIST REPORT PREPARED BY KIELTY ARBORIST SERVICES, LLC.FOR DETAILED PROTECTION REQUIREMENTS AND ADDITIONAL INFORMATION10.(N) TREES LOCATION11.(N) DRIVEWAY, CONCRETE PAVERS OVER 8" CLASS 2 PERMEABLE BASE PERGEOTECH REPORT12.(N) CONCRETE WALKWAY13.(N) 6 FT HIGH FENCE AND GATE--VERIFY FINAL DESIGN AND FINISH WITHLANDSCAPE ARCHITECT--NEW FENCES TO CONFORM TO JURISDICTION'S FENCEREGULATIONS14.(N) HARDSCAPE--SLOPE AWAY FROM HOUSE @ 2% MIN. SEE CIVIL ANDLANDSCAPE PLANS FOR MORE INFO.15.(N) 36" MIN. DEEP LEVEL LANDING PER CRC 311.3 W STEPS (MAX. 7.75" RISER)-PROVIDE EQUAL RISERS IF MORE THAN 1 STEP16.(N) PORCH COLUMNS17.ROLL CURB AND GUTTER--SEE CIVIL PLANS18.(N) PLANTER. SEE LANDSCAPE PLANS FOR ADDITIONAL INFO.19.(N) SOFTSCAPE--PROVIDE DRIP IRRIGATION. SEE LANDSCAPE PLANS FORADDITIONAL INFO.20.(N) OUTDOOR KITCHEN21.(N) TRASH COLLECTION AREA#EXISTING BUILDING AREA - REMODELEDSITE PLAN1/8"1feet248121SITE PLANA1.0b11514(E) +/- 22.05'F.F.154LINE OF FLOOR ABOVE2345678LINE OF ROOF OVERHANG(N) +/- 22.05'F.F.(N) +/- 19.63'F.S.(N) +/- 22.05'F.S.11TYP229367111313151415141514161618161817192021+/-23.2'(E) GRADE ATPROPERTY CORNER+/-24.5'(E) GRADE ATPROPERTY CORNER+/-17.3'(E) GRADE ATPROPERTY CORNER16+/-18.2'(E) GRADE ATPROPERTY CORNER2
30" refcolumn24"dw30" rangeGM EMW/HW34x27D34x272x6x3x2x6x3x1x1x5xAxBxExAxBxEx5xCxDxCxDx4x4x±32'-7 1/2"±4'-4 1/2"±15'-10 1/2"
±16'-9"±22'-7"PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2feet123461ST FLOORDEMO PLANA2.0a = NUMBER TO KEY NOTE BELOW1.REMOVE DRYWALL AT EXTERIOR WALLS TO REMAIN IN REMODELED AREA - PREPFOR NEW INSULATION2.(E) WATER HEATER TO BE RELOCATED--SEE A2.1 FOR NEW LOCATION3.(E) GAS METER TO REMAIN4.(E) ELECTRICAL PANEL TO REMAIN5.(E) A/C UNIT TO BE REMOVED6.(E) PORCH COLUMNS TO BE REMOVED#DEMO PLAN LEGEND-NOTES:1.SEE 5/A0.1a FOR DEMOLITION GENERAL NOTES2.REFER TO BID INSTRUCTIONS FOR ITEMS TO BE RETAINED FOR SALVAGEDEMO PLAN KEYNOTES-EXISTING EXTERIOR WALL OF EXISTING LIVING AREACONVERTED INTO ADUAREA OF EXCAVATION FOR NEW FLOOR AREA--SEE NEWFLOOR PLAN FOR MORE INFOEXISTING WALLS TO BE ALTERED, REMOVED OR EXISTINGOPENINGS TO BE FILLED.EXISTING WALLS TO REMAIN.1ST FLOOR DEMO PLAN1/4"142366661TYP.
8'x10'6'-0"med.cab.8 3/4" TOWEL BARMETAL
24"
dw
36" range
36" ref - flush
inset
8'x10'8'x10'med.cab.stackedw/d8'-0"7'-0"3'-0"3'-0"2'-8"2'-8"2'-8"
2'-8"W/H2'-8"RTC15'-0"2'-8"GMEM
2'-6"4'-0"
2'-0"6'-0"3'-0"36"grilletv over low profile f/pfamilykitchenbr2br3pantrygaragefoyerdiningbrkitchencoats laundrybench
linen
upbaba3vaulted ceiling covered patiocovered porchuptall2'-2"2'-2"
8 3/4" TOWEL BARMETAL 2'-4"2'-6"3'-0"3'-0"3'-0"5'-6"planterveggie3'-0"3'-0"3'-0"3'-0"2'-0"3'-0"3'-0"3'-0"4646venting4646venting4646venting4646venting4646venting4646venting3'-2"bench30" refcolumn24"dw30" range2x6x3x2x6x3x1x1x5xAxBxDExAxBxDEx5xFFACCEEBB11CxDxCxDx4x4x1A5.01A5.02A5.02A5.01A5.11A5.12A5.12A5.1AAduAduAdu3'-0"2'-0"2'-6"3'-0"up3'-0"11'-11"11'-3 1/2"12'-10 1/2"11'-10 1/2"11'-3"2'-3 1/2"9'-7"17'-5"11 1/2"20'-3 1/2"2'-10 1/2"32'-7 1/2"
5'-9 1/2"10"11'-8 1/2"2'-8"6'-0"2'-8"17'-11"7'-4"1'-0"1'-0"12'-6 1/2"1'-0"PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AFfeet123461ST FLOOR PLAN 1/4"11STFLOOR PLANA2.1a#(N) WALL: EXTERIOR: 2x6 STUDS @16" O.C.; INTERIOR 2x4 STUDS@16"O.C--SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOREXTERIOR WALL MATERIAL ASSEMBLIES. INSTALL 1 LAYER (MIN.) OFWEATHER RESISTIVE BARRIER (TYVEK HOUSE WRAP OR EQ.) OVEREXTERIOR WALLS SHEATHING PER CRC 703.2--INSTALL PER MANUF.INSTRUCTIONS. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE@ INTERIOR PARTITIONS. PROVIDE CEMENT BOARD OR TILEBACKER BOARD AT SHOWER/TUB LOCATIONS. ALL WALLS TORECEIVE (N) PAINT FINISH. ALL CEILINGS AT TUB/SHOWERS TO BEM.R. BOARDFLOOR PLAN LEGEND-NOTE:1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES3.SEE 4/A0.1a FOR ELECTRICAL GENERAL NOTES4.SEE 5/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES5.EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BEBUILT FOR ONE-HOUR FIRE-RATED CONSTRUCTION. 2022 CRC TABLE R302.1(1) §OR 2022 CBC, TABLE 602FLOOR PLAN KEYNOTES- = NUMBER TO KEY NOTE BELOW(E) WALL TO REMAIN: REPAIR DAMAGE CAUSED BY REMOVINGFINISHES AS NOTED ON A2.0. ALL WALLS TO RECEIVE (N) PAINTFINISH.ADDITION FLOOR AREAEXISTING LIVING AREA TO BE REMODELEDEXISTING BUILDING AREA TO REMAIN##DOOR KEY-- SEE A4.0 FOR MORE INFORMATIONWINDOW KEY-- SEE A4.0 FOR MORE INFORMATIONDENOTES (N) HOSE BIBB. SEE PLANS FOR NEW LOCATION -INSTALL HOSE BIBBS PER CPC WITH APPROVED ANTI-SIPHONDEVICE. (E) HOSE BIBBS TO REMAIN.X"FLOOR ELEVATION CHANGE--SEE CIVIL PLANS FOR MORE INFO(N) GAS COCK--REFER TO MANUF. SPECS FOR ELECTRICAL ANDGAS REQUIREMENTS. PLUMBER TO VERIFY GAS PIPE DIAMETERNEEDED FOR APPLIANCE FROM GAS METER LOCATIONADU(E)/(N) ONE (1) HOUR FIRE SEPARATION BETWEEN GARAGE &LIVING AREA AND BETWEEN ADU'S AND LIVING AREA PER TABLER302.6 - 5/8" TYPE 'X' GYPSUM ON ALL WALLS FROM BASE OFFOUNDATION STEM WALLS TO CEILING'S OR TO TOP OF ROOF,ALL SUPPORTING MEMBERS, (I.E BEAMS, COLUMNS AND BEARINGWALLS) CEILINGS OR ROOF FRAMING (ON GARAGE SIDE OFWALLS). TWO LAYERS OF 5/8" TYPE 'X' GYP BOARD REQUIREDWHEN RAFTERS/CEILING JOISTS/TRUSSES ARE AT 24" O.C.OUTLINE OF SECONDFLOOR ABOVESKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHT11
9'x12'40"x68" Loveseat 9'-0"med.cab.med.cab.8 3/4" TOWEL BARMETAL 2'-10"balconyprimary bdvaulted ceilingpr. ba down2'-10"24" u.c.refnookpr. clos.3'-0"2'-7"2'-7"2'-7"3'-0"3'-0"
5:12
5:12 5:12 5:12 5:12 5:12 5:12 5:123046venting2x6x3x2x6x3x1x1x5xAxBxDExAxBxDEx5xFFACCEEBB11CxDxCxDx4x4x1A5.01A5.02A5.02A5.01A5.11A5.12A5.12A5.1A4646venting2'-7"curbless entry(recess framing ~4")2'-7"3'-0"2'-6"tall 2'-6"2'-6"2'-8"curbless entry(recess framing ~4")6'-11"15'-7 1/2"12'-2 1/2"8'-11 1/2"11'-5"13'-0"1'-10"
16'-7 1/2"17'-0"3'-7"
PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AFfeet123462ND FLOOR PLAN 1/4"12NDFLOOR PLANA2.1b#(N) WALL: EXTERIOR: 2x6 STUDS @16" O.C.; INTERIOR 2x4 STUDS@16"O.C--SEE ELEVATIONS AND STRUCTURAL DRAWINGS FOREXTERIOR WALL MATERIAL ASSEMBLIES. INSTALL 1 LAYER (MIN.) OFWEATHER RESISTIVE BARRIER (TYVEK HOUSE WRAP OR EQ.) OVEREXTERIOR WALLS SHEATHING PER CRC 703.2--INSTALL PER MANUF.INSTRUCTIONS. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD EACH SIDE@ INTERIOR PARTITIONS. PROVIDE CEMENT BOARD OR TILEBACKER BOARD AT SHOWER/TUB LOCATIONS. ALL WALLS TORECEIVE (N) PAINT FINISH. ALL CEILINGS AT TUB/SHOWERS TO BEM.R. BOARDFLOOR PLAN LEGEND-NOTE:1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES3.SEE 4/A0.1a FOR ELECTRICAL GENERAL NOTES4.SEE 5/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES5.EXTERIOR BEARING WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE WILL BEBUILT FOR ONE-HOUR FIRE-RATED CONSTRUCTION. 2022 CRC TABLE R302.1(1) §OR 2022 CBC, TABLE 602FLOOR PLAN KEYNOTES- = NUMBER TO KEY NOTE BELOW(E) WALL TO REMAIN: REPAIR DAMAGE CAUSED BY REMOVINGFINISHES AS NOTED ON A2.0. ALL WALLS TO RECEIVE (N) PAINTFINISH.ADDITION FLOOR AREAEXISTING LIVING AREA TO BE REMODELEDEXISTING BUILDING AREA TO REMAIN##DOOR KEY-- SEE A4.0 FOR MORE INFORMATIONWINDOW KEY-- SEE A4.0 FOR MORE INFORMATIONDENOTES (N) HOSE BIBB. SEE PLANS FOR NEW LOCATION -INSTALL HOSE BIBBS PER CPC WITH APPROVED ANTI-SIPHONDEVICE. (E) HOSE BIBBS TO REMAIN.X"FLOOR ELEVATION CHANGE--SEE CIVIL PLANS FOR MORE INFO(N) GAS COCK--REFER TO MANUF. SPECS FOR ELECTRICAL ANDGAS REQUIREMENTS. PLUMBER TO VERIFY GAS PIPE DIAMETERNEEDED FOR APPLIANCE FROM GAS METER LOCATIONADU(E)/(N) ONE (1) HOUR FIRE SEPARATION BETWEEN GARAGE &LIVING AREA AND BETWEEN ADU'S AND LIVING AREA PER TABLER302.6 - 5/8" TYPE 'X' GYPSUM ON ALL WALLS FROM BASE OFFOUNDATION STEM WALLS TO CEILING'S OR TO TOP OF ROOF,ALL SUPPORTING MEMBERS, (I.E BEAMS, COLUMNS AND BEARINGWALLS) CEILINGS OR ROOF FRAMING (ON GARAGE SIDE OFWALLS). TWO LAYERS OF 5/8" TYPE 'X' GYP BOARD REQUIREDWHEN RAFTERS/CEILING JOISTS/TRUSSES ARE AT 24" O.C.13'-1"21'-4 1/4"
5:12
5:12 5:12 5:12 5:12 5:12 5:12 5:122x6x3x2x6x3x1x1x5xAxBxDExAxBxDEx5xFFACCEEBB11CxDxCxDx4x4x1A5.01A5.02A5.02A5.01A5.11A5.12A5.12A5.1A1'-0"4'-1"1'-0"1'-0"4"
1'-0"1'-0"1'-0"10'-2"1'-0"1'-0"
2'-0"
PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AFROOF PLAN LEGEND1.INSTALL ALL NEW ROOFING MATERIALS--SEE LEGEND BELOW FORMATERIALS--CONFIRM COLOR SELECTION W/ OWNER PRIOR TO PLACINGORDER2.PAINT ALL ROOF PENETRATIONS TO MATCH ROOFING COLOR.3.NO ROOF PENETRATIONS THROUGH ROOF THAT ARE VISIBLE FROM THE STREETWILL BE ACCEPTED. PLUMBING VENTS TO BE MIN. 10' AWAY FROM, OR ATLEAST 3' ABOVE ANY OPERABLE WINDOW OR SKYLIGHT PER CPC 906.2.4.ROUTE PLUMBING VENTS WITHIN ATTIC SPACE SO THAT ROOF PENETRATIONSARE BEHIND MAIN ROOF RIDGE AND ARE NOT VISIBLE FROM THE STREET5.FUTURE SOLAR PANELS PER CEC 110.10 (MINIMUM 250 S.F. ON A SOUTH SIDEORIENTATION). KEEP AREA CLEAR OF ROOFING EYEBROW, MECHANICAL ANDPLUMBING VENTS.6.SEE ROOF PLAN FOR SLOPE.7.PROVIDE (N) GSM ROOF JACKS, TYP. CAULK ALL EXPOSED NAIL HEADS WITHSILICONE SEALANT.8.PROVIDE (N) GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN--GUTTERSTO SLOPE 1:240 FRONT-TOBACK, BUT TO BE LEVEL SIDE TO SIDE9.INSTALL KICKOUT FLASHING PER 8/A8.0 WHEREVER GUTTERS TERMINATE AT AWALL10.ALL PLATE HEIGHTS PER SECTIONS AND RCP. SEE STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.11.CONNECT ALL DOWNSPOUTS TO FLEXIBLE PLASTIC DRAINPIPE AND RUN TO ALOCATION SPECIFIED BY CIVIL PLANSROOF GENERAL NOTES-DENOTES GUTTER DRAIN (3" DIA.) AND DOWNSPOUT (2" X 3") 26 GAALUMINUM - FIELD VERIFY COLOR W/ OWNER. INSTALL PER MFR.INSTRUCTIONSDSDENOTES DIRECTION OF SLOPE FROM HIGH TO LOW--ROOF SLOPEAPPROX., REFER TO ELEVATIONS FOR MAX HT AND VERTICAL CONTROLLINE OF BLDG. BELOWDENOTES FLAT ROOF DRAIN CONNECTED TO HARDPIPED 2" RAINWATER LEADER AND 2" ROOF OVERFLOW. OVERFLOW TO BECONNECTED TO ESCUTCHEON--SEE DETAILS 13-15/A8.1--ENSUREROOFING OVERLAPS ROOF DRAIN PER BOTH DRAIN AND ROOFMANUF. DIRECTIONSLINE OF CONTINUOUS RIDGE , HIP AND SOFFIT STRIP VENTING -- SEEDETAILS ----AREA OF NEW ROOF STRUCTURE (FILLED AND CALIFORNIA FRAMED)ROOFING: ASPHALT COMPOSITION SHINGLESTPO SINGLE PLY ROOFING: MIN CLASS "A"--MANUF: GAF OR EQUAL;STYLE: FULLY ADHERED EVERGUARD EXTREME TPO ROOFINGMEMBRANE; THICKNESS: 60 MILLIMETER MIN.--INSTALL O/ 1/2" HIGHDENSITY POLYISO BOARD O/ SLOPING PLYWOOD SHEATHING TOENSURE MIN. 3/8:12 SLOPE. INSTALL RIVER-WASHED ROUND STONEBALLAST o/ 6-OZ MIN. POLYMAT FILTER FABRIC o/ ROOFING MEMBRANEAT LOW ROOFS THAT ARE VISIBLE FROM 2ND FLOORWINDOWS--INSTALL PER MANUF. 20-YEAR WARRANTY INSTRUCTIONS.ASPHALT COMPOSITION SHINGLES o/ 1 LAYER 15# ROOF FELT (EXCEPTFOR AT ROOF SLOPES BETWEEN 2-4:12, INSTALL 2 LAYERS) PER CRC905.2.7--MIN. CLASS [C]--MANUF: [CERTAINTEED]; STYLE: PRESIDENTIAL ;COLOR: [BLACK]; LIFETIME EXPECTANCY--VERIFY FINAL SELECTION WITHOWNER PRIOR TO PLACING ORDER. INSTALL PER MANUF. WARRANTYINSTRUCTIONS AND ICC-ES EVALUATION REPORT #ESR-1389AREA OF NEW ROOF STRUCTURE (FILLED AND CALIFORNIA FRAMED)ROOFING: TPO SINGLE PLY ROOFINGCricket to Wall Flashing Detail-feet12346LOWERROOF PLANA2.2aLOWER ROOF PLAN1/4"15:125:125:125:125:125:12SKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHTSKYLIGHT5:125:125:12
5:12DS
DSDSDSDSDSDSDSDSMARRIAGE LINECRICKETRIDGE
RIDGE0.5:120.5:120.5:12
0.5:12 OUTLINE OF WALLSBELOWAL-ROOF TO WALL FLASHING
= NUMBER TO NOTE BELOW1.SHEATHING--S.S.D.2.P.T. BACKING LUMBER--RIP TOP TO SLOPE--THICKNESS OFLUMBER TO ENSURE ALIGNMENT OF FLASHING ANDWALL FINISH3.ROOF UNDERLAYMENT--EXTEND UP BACKER AND WRAPAROUND CORNERS4.26 GA. (MIN.) G.S.M. STEP FLASHING AT RAKE/SIDEWALLCONDITION--LOWEST/FIRST PIECE OF STEP FLASHING TOTURN THE CORNER AND EXTEND OVER APRON FLASHING5.16 GA. (MIN.) G.S.M. APRON FLASHING ATEAVE/HEADWALL CONDITION--INSTALL OVER BEAD OFROOFING CEMENT6.16 GA. (MIN.) G.S.M. THRU WALL "Z" BAR COUNTERFLASHING--TIGHT HEM BACK ALL EXPOSED EDGES--WRAPAND SEAL AROUND CORNERS7.26 GA. (MIN.) G.S.M. PERFORATED "J" WEEPSCREED--DO NOT SEAL BOTTOM OF WEEP--MOISTURE INFINISH NEEDS TO BE ABLE TO ESCAPE8.WEATHER RESISTIVE HOUSE WRAP--LAP OVER "Z" BARCOUNTER FLASHING AND PERFORATED "J" WEEP SCREED9.EXTERIOR FINISH--SEE ELEVATION FOR MORE INFO --OVER 2 LAYERS BUILDING PAPER GRADE D ORBETTER10.ROOFING--SEE ROOF PLAN FOR MORE INFOGENERAL NOTES:A)ALL FLASHING TO BE PRE-PRIMED AND PAINTED TOMATCH WALL FINISHB)ALL FLASHING TO BE INSTALLED PER ROOFING MANUF.WARRANTY RECOMMENDATIONS#11 3/4"3 5/8"1 3/4"
ALIGN FLASHING WITH
FACE OF WALL FINISH
1235678910A--EAVE/HEADWALL CONDITION3 5/8"
5:12
5:12 5:12 5:12 5:12 5:12 5:12 5:122x6x3x2x6x3x1x1x5xAxBxDExAxBxDEx5xFFACCEEBB11CxDxCxDx4x4x1A5.01A5.02A5.02A5.01A5.11A5.12A5.12A5.1A1'-0"4"1'-0"10"1'-0"10"1'-0"10"
10"1'-0"PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128
2024.04.01 PLANNING SUBMITTAL 02 AF/MBD
2025.05.22 PLANNING SUBMITTAL 03 AF/MBD2
2025.07.07 PUBLIC HEARING 02 AFfeet12346UPPERROOF PLANA2.2bUPPER ROOF PLAN1/4"15:125:125:125:125:12SKYLIGHTDSDSDSDSROOF PLAN LEGEND1.INSTALL ALL NEW ROOFING MATERIALS--SEE LEGEND BELOW FORMATERIALS--CONFIRM COLOR SELECTION W/ OWNER PRIOR TO PLACINGORDER2.PAINT ALL ROOF PENETRATIONS TO MATCH ROOFING COLOR.3.NO ROOF PENETRATIONS THROUGH ROOF THAT ARE VISIBLE FROM THE STREETWILL BE ACCEPTED. PLUMBING VENTS TO BE MIN. 10' AWAY FROM, OR ATLEAST 3' ABOVE ANY OPERABLE WINDOW OR SKYLIGHT PER CPC 906.2.4.ROUTE PLUMBING VENTS WITHIN ATTIC SPACE SO THAT ROOF PENETRATIONSARE BEHIND MAIN ROOF RIDGE AND ARE NOT VISIBLE FROM THE STREET5.FUTURE SOLAR PANELS PER CEC 110.10 (MINIMUM 250 S.F. ON A SOUTH SIDEORIENTATION). KEEP AREA CLEAR OF ROOFING EYEBROW, MECHANICAL ANDPLUMBING VENTS.6.SEE ROOF PLAN FOR SLOPE.7.PROVIDE (N) GSM ROOF JACKS, TYP. CAULK ALL EXPOSED NAIL HEADS WITHSILICONE SEALANT.8.PROVIDE (N) GUTTERS AND DOWNSPOUTS AT LOCATIONS SHOWN--GUTTERSTO SLOPE 1:240 FRONT-TOBACK, BUT TO BE LEVEL SIDE TO SIDE9.INSTALL KICKOUT FLASHING PER 8/A8.0 WHEREVER GUTTERS TERMINATE AT AWALL10.ALL PLATE HEIGHTS PER SECTIONS AND RCP. SEE STRUCTURAL DRAWINGS FORADDITIONAL INFORMATION.11.CONNECT ALL DOWNSPOUTS TO FLEXIBLE PLASTIC DRAINPIPE AND RUN TO ALOCATION SPECIFIED BY CIVIL PLANSROOF GENERAL NOTES-DENOTES GUTTER DRAIN (3" DIA.) AND DOWNSPOUT (2" X 3") 26 GAALUMINUM - FIELD VERIFY COLOR W/ OWNER. INSTALL PER MFR.INSTRUCTIONSDSDENOTES DIRECTION OF SLOPE FROM HIGH TO LOW--ROOF SLOPEAPPROX., REFER TO ELEVATIONS FOR MAX HT AND VERTICAL CONTROLLINE OF BLDG. BELOWDENOTES FLAT ROOF DRAIN CONNECTED TO HARDPIPED 2" RAINWATER LEADER AND 2" ROOF OVERFLOW. OVERFLOW TO BECONNECTED TO ESCUTCHEON--SEE DETAILS 13-15/A8.1--ENSUREROOFING OVERLAPS ROOF DRAIN PER BOTH DRAIN AND ROOFMANUF. DIRECTIONSLINE OF CONTINUOUS RIDGE , HIP AND SOFFIT STRIP VENTING -- SEEDETAILS ----AREA OF NEW ROOF STRUCTURE (FILLED AND CALIFORNIA FRAMED)ROOFING: ASPHALT COMPOSITION SHINGLESTPO SINGLE PLY ROOFING: MIN CLASS "A"--MANUF: GAF OR EQUAL;STYLE: FULLY ADHERED EVERGUARD EXTREME TPO ROOFINGMEMBRANE; THICKNESS: 60 MILLIMETER MIN.--INSTALL O/ 1/2" HIGHDENSITY POLYISO BOARD O/ SLOPING PLYWOOD SHEATHING TOENSURE MIN. 3/8:12 SLOPE. INSTALL RIVER-WASHED ROUND STONEBALLAST o/ 6-OZ MIN. POLYMAT FILTER FABRIC o/ ROOFING MEMBRANEAT LOW ROOFS THAT ARE VISIBLE FROM 2ND FLOORWINDOWS--INSTALL PER MANUF. 20-YEAR WARRANTY INSTRUCTIONS.ASPHALT COMPOSITION SHINGLES o/ 1 LAYER 15# ROOF FELT (EXCEPTFOR AT ROOF SLOPES BETWEEN 2-4:12, INSTALL 2 LAYERS) PER CRC905.2.7--MIN. CLASS [C]--MANUF: [CERTAINTEED]; STYLE: PRESIDENTIAL ;COLOR: [BLACK]; LIFETIME EXPECTANCY--VERIFY FINAL SELECTION WITHOWNER PRIOR TO PLACING ORDER. INSTALL PER MANUF. WARRANTYINSTRUCTIONS AND ICC-ES EVALUATION REPORT #ESR-1389AREA OF NEW ROOF STRUCTURE (FILLED AND CALIFORNIA FRAMED)ROOFING: TPO SINGLE PLY ROOFINGCricket to Wall Flashing Detail-OUTLINE OF WALLSBELOWSKYLIGHTDS
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
ELEVATIONS
A3.0b
21/4"PROPOSED SOUTH-EAST ELEVATION (LEFT)
feet
1 2 43 6
feet
1 2 43 6
21/4"EXISTING SOUTH-EAST ELEVATION (LEFT)
= NUMBER OF KEYNOTE BELOW#
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a
FOR 3D MODEL VIEWS
--KEYNOTES
1.DAYLIGHT PLANE AS DEFINED BY JURISDICTION
2.ASPHALT COMP SHINGLE ROOFING--SEE ROOF PLAN FOR MORE INFO
3.SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO
4.PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8"
PLASTER O/ METAL LATH O/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26
ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE--SEE DETAILS
[XX/XX]--DO NOT USE "DOUBLE-ROLL" INSTALLATION FOR BUILDING PAPER
5.PAINTED CEMENT FIBER TRIM--2x6 BARGEBOARD AND 1x2 DRIP EDGE
6.PAINTED FIBER CEMENT TRIM--2x6 FASCIA WITH 4" SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY
GUTTER PROFILE WITH OWNER PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO
7.FACTORY-FINISHED ALUMINUM GARAGE DOOR--SEE DOOR SCHEDULE FOR MORE INFO
8.WINDOW/DOOR OPENING WITH SIMULATED DIVIDED LITES: GRIDS ON THE INTERIOR AND EXTERIOR OF
THE GLASS AND A SPACER BAR BETWEEN THE PANES OF GLASS--SEE WINDOW AND DOOR SCHEDULES
FOR MORE INFO--DOORS AND WINDOWS TO [HAVE [X"] [PAINT GRADE WOOD/STAIN GRADE
WOOD/PAINTED FIBER CEMENT/PVC] TRIM/BE TRIMLESS] TYPICAL, U.N.O.
9.STRUCTURAL WOODEN POST
10.EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY LIGHTING ; STYLE:
CONTEMPORARY; COLOR: BLACK BRONZE --https://www.build.com/hinkley-lighting-
1668/s1143354?uid=2736587&searchId=8iTu3iB416
11.PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--
HEIGHT: 5" or 7" ; STYLE: LUMA-NUMBERS, BACKLIT LED ADDRESS NUMBERS; FINISH: STAINLESS STEEL
BLACK -- www.modernlights.com-- PROVIDE PHOTOSENSOR CONNECTED LED BACKLIGHTING @
EACH NUMBER
12.STUCCO LOW WALL
13.OUTDOOR KITCHEN--OWNER TO PROVIDE SPECS
14.GLASS RAILING
15.CRAWLSPACE VENT--SEE CRAWLSPACE VENT CALCS ON A2.1 FOR MORE INFO
16.HARDSCAPE--SEE SITE PLAN AND FINISH FLOOR PLAN FOR MORE INFO
ELEVATION GRID LINE KEY -- EXISTING BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.053'
Cx 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.053'
Dx EXISTING BUIDLING HEIGHT= +/- 34.11'
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
DBL.
CAS.
DBL.
CAS.
PIC.
AWN.
6'-1"
4'-0"17'-5 1/2"4'-6"4'-6"EGRESS
EGRESS
3'-0"3'-0"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"1.USE "CEILING HEIGHTS", NEVER
"PLATE HEIGHT". COORDINATE
BETWEEN MODEL AND RCP
2.DON'T USE A LEVEL LINE FOR
GRADE, IT'S MISLEADING--USE
SPOT ELEVATIONS INSTEAD
3.USE TOP OF STRUCTURE,
NEVER FINISH FLOOR
2 TYP.3 TYP.9 12
A
B
Cx
Dx
17'-2"8'-0"12'-3 1/2"+/-34.11'
T.O. ROOF
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
ELEVATIONS
A3.0a
11/4"EXISTING NORTH-WEST ELEVATION (FRONT)
= NUMBER OF KEYNOTE BELOW#
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a
FOR 3D MODEL VIEWS
--KEYNOTESfeet
1 2 43 6
feet
1 2 43 6
1.DAYLIGHT PLANE AS DEFINED BY JURISDICTION
2.ASPHALT COMP SHINGLE ROOFING--SEE ROOF PLAN FOR MORE INFO
3.SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO
4.PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8"
PLASTER O/ METAL LATH O/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26
ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE--SEE DETAILS
[XX/XX]--DO NOT USE "DOUBLE-ROLL" INSTALLATION FOR BUILDING PAPER
5.PAINTED CEMENT FIBER TRIM--2x6 BARGEBOARD AND 1x2 DRIP EDGE
6.PAINTED FIBER CEMENT TRIM--2x6 FASCIA WITH 4" SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY
GUTTER PROFILE WITH OWNER PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO
7.FACTORY-FINISHED ALUMINUM GARAGE DOOR--SEE DOOR SCHEDULE FOR MORE INFO
8.WINDOW/DOOR OPENING WITH SIMULATED DIVIDED LITES: GRIDS ON THE INTERIOR AND EXTERIOR OF
THE GLASS AND A SPACER BAR BETWEEN THE PANES OF GLASS--SEE WINDOW AND DOOR SCHEDULES
FOR MORE INFO--DOORS AND WINDOWS TO [HAVE [X"] [PAINT GRADE WOOD/STAIN GRADE
WOOD/PAINTED FIBER CEMENT/PVC] TRIM/BE TRIMLESS] TYPICAL, U.N.O.
9.STRUCTURAL WOODEN POST
10.EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY LIGHTING ; STYLE:
CONTEMPORARY; COLOR: BLACK BRONZE --https://www.build.com/hinkley-lighting-
1668/s1143354?uid=2736587&searchId=8iTu3iB416
11.PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--
HEIGHT: 5" or 7" ; STYLE: LUMA-NUMBERS, BACKLIT LED ADDRESS NUMBERS; FINISH: STAINLESS STEEL
BLACK -- www.modernlights.com-- PROVIDE PHOTOSENSOR CONNECTED LED BACKLIGHTING @
EACH NUMBER
12.STUCCO LOW WALL
13.OUTDOOR KITCHEN--OWNER TO PROVIDE SPECS
14.GLASS RAILING
15.CRAWLSPACE VENT--SEE CRAWLSPACE VENT CALCS ON A2.1 FOR MORE INFO
16.HARDSCAPE--SEE SITE PLAN AND FINISH FLOOR PLAN FOR MORE INFO
17. WEATHERSTRIP, STEEL PAINTED ENTRY DOOR, SIMULATED DIVIDED LITES
11/4"PROPOSED NORTH-WEST ELEVATION (FRONT)
ELEVATION GRID LINE KEY -- EXISTING BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.053'
Cx 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.053'
Dx EXISTING BUIDLING HEIGHT= +/- 34.11'
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
CAS.CAS.
DBL.
CAS.
CAS.CAS.PIC.12'-0"7'-6"7'-6"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"1.USE "CEILING HEIGHTS", NEVER
"PLATE HEIGHT". COORDINATE
BETWEEN MODEL AND RCP
2.DON'T USE A LEVEL LINE FOR
GRADE, IT'S MISLEADING--USE
SPOT ELEVATIONS INSTEAD
3.USE TOP OF STRUCTURE,
NEVER FINISH FLOOR
1 TYP.2 TYP.5 TYP.4 TYP.6 TYP.8 791011
+/-45.00'
T.O. ROOF
+/-33.75'
T.O. ROOF
+/-32.65'
T.O. ROOF
+/-31.87'
T.O. ROOF
+/-34.11'
T.O. ROOF
A
B
Cx
Dx
17'-2"8'-0"12'-3 1/2"+/-20.9'
DHP POINT OF
DEPARTURE
+/-20.7'
DHP POINT OF
DEPARTURE 11'-2"17
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
ELEVATIONS
A3.0c
21/4"PROPOSED SOUTH-WEST ELEVATION (REAR)
11/4"EXISTING SOUTH-WEST ELEVATION (REAR)feet
1 2 43 6
feet
1 2 43 6
= NUMBER OF KEYNOTE BELOW#
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a
FOR 3D MODEL VIEWS
--KEYNOTES
1.DAYLIGHT PLANE AS DEFINED BY JURISDICTION
2.ASPHALT COMP SHINGLE ROOFING--SEE ROOF PLAN FOR MORE INFO
3.SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO
4.PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8"
PLASTER O/ METAL LATH O/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26
ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE--SEE DETAILS
[XX/XX]--DO NOT USE "DOUBLE-ROLL" INSTALLATION FOR BUILDING PAPER
5.PAINTED CEMENT FIBER TRIM--2x6 BARGEBOARD AND 1x2 DRIP EDGE
6.PAINTED FIBER CEMENT TRIM--2x6 FASCIA WITH 4" SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY
GUTTER PROFILE WITH OWNER PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO
7.FACTORY-FINISHED ALUMINUM GARAGE DOOR--SEE DOOR SCHEDULE FOR MORE INFO
8.WINDOW/DOOR OPENING WITH SIMULATED DIVIDED LITES: GRIDS ON THE INTERIOR AND EXTERIOR OF
THE GLASS AND A SPACER BAR BETWEEN THE PANES OF GLASS--SEE WINDOW AND DOOR SCHEDULES
FOR MORE INFO--DOORS AND WINDOWS TO [HAVE [X"] [PAINT GRADE WOOD/STAIN GRADE
WOOD/PAINTED FIBER CEMENT/PVC] TRIM/BE TRIMLESS] TYPICAL, U.N.O.
9.STRUCTURAL WOODEN POST
10.EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY LIGHTING ; STYLE:
CONTEMPORARY; COLOR: BLACK BRONZE --https://www.build.com/hinkley-lighting-
1668/s1143354?uid=2736587&searchId=8iTu3iB416
11.PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--
HEIGHT: 5" or 7" ; STYLE: LUMA-NUMBERS, BACKLIT LED ADDRESS NUMBERS; FINISH: STAINLESS STEEL
BLACK -- www.modernlights.com-- PROVIDE PHOTOSENSOR CONNECTED LED BACKLIGHTING @
EACH NUMBER
12.STUCCO LOW WALL
13.OUTDOOR KITCHEN--OWNER TO PROVIDE SPECS
14.GLASS RAILING
15.CRAWLSPACE VENT--SEE CRAWLSPACE VENT CALCS ON A2.1 FOR MORE INFO
16.HARDSCAPE--SEE SITE PLAN AND FINISH FLOOR PLAN FOR MORE INFO
ELEVATION GRID LINE KEY -- EXISTING BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.053'
Cx 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.053'
Dx EXISTING BUIDLING HEIGHT= +/- 34.11'
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
PIC.PIC.
PIC.
CAS.
FOLDING12'-0"12'-0"7'-6"7'-6"EGRESS
EGRESS
3'-0"7'-6"4'-6"7'-5 1/2"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"14
A
B
Cx
Dx
17'-2"8'-0"12'-3 1/2"+/-34.11'
T.O. ROOF
+/-20.9'
DHP POINT OF
DEPARTURE
+/-20.7'
DHP POINT OF
DEPARTURE
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
ELEVATIONS
A3.0d
21/4"PROPOSED NORTH-WEST ELEVATION (RIGHT)
feet
1 2 43 6
feet
1 2 43 6
= NUMBER OF KEYNOTE BELOW#
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.EXTERIOR HARDSCAPE AND EXTERIOR STAIRS NOT SHOWN FOR CLARITY--SEE A0.3a
FOR 3D MODEL VIEWS
--KEYNOTES
1.DAYLIGHT PLANE AS DEFINED BY JURISDICTION
2.ASPHALT COMP SHINGLE ROOFING--SEE ROOF PLAN FOR MORE INFO
3.SKYLIGHT--SEE WINDOW SCHEDULE FOR MORE INFO
4.PAINTED STEEL TROWELED IGNITION RESISTANT CEMENT PLASTER SYSTEM (SMOOTH FINISH) - 7/8"
PLASTER O/ METAL LATH O/ 2 LAYERS GRADE 'D' OR BETTER BUILDING PAPER, 3 COAT SYSTEM WITH 26
ga. WEEP SCREED AT WALL BASE AT LEAST 4" ABOVE GRADE OR 2" ABOVE HARDSCAPE--SEE DETAILS
[XX/XX]--DO NOT USE "DOUBLE-ROLL" INSTALLATION FOR BUILDING PAPER
5.PAINTED CEMENT FIBER TRIM--2x6 BARGEBOARD AND 1x2 DRIP EDGE
6.PAINTED FIBER CEMENT TRIM--2x6 FASCIA WITH 4" SEAMLESS PAINTED SHEET METAL GUTTER--VERIFY
GUTTER PROFILE WITH OWNER PRIOR TO FABRICATION--SEE ROOF PLAN FOR MORE INFO
7.FACTORY-FINISHED ALUMINUM GARAGE DOOR--SEE DOOR SCHEDULE FOR MORE INFO
8.WINDOW/DOOR OPENING WITH SIMULATED DIVIDED LITES: GRIDS ON THE INTERIOR AND EXTERIOR OF
THE GLASS AND A SPACER BAR BETWEEN THE PANES OF GLASS--SEE WINDOW AND DOOR SCHEDULES
FOR MORE INFO--DOORS AND WINDOWS TO [HAVE [X"] [PAINT GRADE WOOD/STAIN GRADE
WOOD/PAINTED FIBER CEMENT/PVC] TRIM/BE TRIMLESS] TYPICAL, U.N.O.
9.STRUCTURAL WOODEN POST
10.EXTERIOR LIGHT, INSTALL PER MANUF. INSTRUCTIONS--MANUF.: HINKLEY LIGHTING ; STYLE:
CONTEMPORARY; COLOR: BLACK BRONZE --https://www.build.com/hinkley-lighting-
1668/s1143354?uid=2736587&searchId=8iTu3iB416
11.PIN MOUNTED LED ILLUMINATED ADDRESS SIGNAGE, CLEARLY VISIBLE FROM ADJACENT STREET--
HEIGHT: 5" or 7" ; STYLE: LUMA-NUMBERS, BACKLIT LED ADDRESS NUMBERS; FINISH: STAINLESS STEEL
BLACK -- www.modernlights.com-- PROVIDE PHOTOSENSOR CONNECTED LED BACKLIGHTING @
EACH NUMBER
12.STUCCO LOW WALL
13.OUTDOOR KITCHEN--OWNER TO PROVIDE SPECS
14.GLASS RAILING
15.CRAWLSPACE VENT--SEE CRAWLSPACE VENT CALCS ON A2.1 FOR MORE INFO
16.HARDSCAPE--SEE SITE PLAN AND FINISH FLOOR PLAN FOR MORE INFO
11/4"EXISTING NORTH-WEST ELEVATION (RIGHT)
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
ELEVATION GRID LINE KEY -- EXISTING BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.053'
Cx 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.053'
Dx EXISTING BUIDLING HEIGHT= +/- 34.11'
PIC.PIC.
PIC.PIC.PIC.PIC.
CAS.
A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"133TYP.
A
B
Cx
Dx
17'-2"8'-0"12'-3 1/2"+/-34.11'
T.O. ROOF
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
PERSPECTIVES
A3.1
3-PERSPECTIVE EXTERIOR FRONT RIGHT6-PERSPECTIVE EXTERIOR REAR HIGH
2-PERSPECTIVE EXTERIOR FRONT LEFT
1-PERSPECTIVE EXTERIOR FRONT RIGHT
5-PERSPECTIVE EXTERIOR FRONT HIGH
4-PERSPECTIVE EXTERIOR REAR
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1EXTERIOR
PERSPECTIVES
A3.2
3-PERSPECTIVE EXTERIOR -- REAR BALCONY 6-PERSPECTIVE EXTERIOR -- 2ND FLOOR VIEW
2-PERSPECTIVE EXTERIOR REAR PATIO
1-PERSPECTIVE EXTERIOR FRONT ENTRY
5-PERSPECTIVE EXTERIOR FRONT PORCH
4-PERSPECTIVE EXTERIOR REAR PATIO -- OUTDOOR KITCHEN
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1DAYLIGHT
PLANE
A3.3
3-PERSPECTIVE EXTERIOR -- REAR BALCONY 6-PERSPECTIVE EXTERIOR -- 2ND FLOOR VIEW
2-PERSPECTIVE EXTERIOR REAR PATIO
1-PERSPECTIVE EXTERIOR FRONT ENTRY
5-PERSPECTIVE EXTERIOR FRONT PORCH
4-PERSPECTIVE EXTERIOR REAR PATIO -- OUTDOOR KITCHEN
1'-0" EAVE PROTRUSION
1'-0" EAVE PROTRUSION
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1SECTIONS
A5.0
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.SEE BID INSTRUCTIONS FOR INSULATION VALUES. INSULATION TO BE NOT LESS THAN
AS INDICATED IN T24 REPORT
--KEYNOTES
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
21/4"SECTION 2
11/4"SECTION 1
= NUMBER OF KEYNOTE BELOW#
feet
1 2 43 6
feet
1 2 43 6 3'-10 1/2"10'-0"18" MIN CRAWLL
SPACE
18" MIN CRAWLL
SPACE
ATTIC
ATTIC
BEDROOM #3 DINING
NOOK
BALCONY
FOYERBATHROOM #2 PANTRY POWDER13'-6 1/2"12'-0"8'-0"8'-2"8'-0"8'-0"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"PRIMARY BEDROOM
PRIMARY
BATHROOM8'-0"PRIMARY
BATHROOM
ATTIC
PROJECT NO.MATCH CAD TITLE BLOCK REVISION DATE DESCRIPTIONPLANNING PACKAGE2024.12.12DRAWN BYSTUDIO S SQUARED ARCHITECTURE, INC.C AWADHARE ResidenceRENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSEBurlingame, 1633 Westmoor roadShruti & Satya AwadhareF O R P E R M I T A P R O V A L O N L Y - - N O T F O R C O N S T R U C T I O NMBDPLANNING SUBMITTAL 022024.04.01MBDPLANNING SUBMITTAL 032025.05.22MBD1SECTIONS
A5.1
--ELEVATION GRID LINE KEY
NOTES:
1.SEE 2/A0.1a FOR PLUMBING GENERAL NOTES
2.SEE 3/A0.1a FOR MECHANICAL GENERAL NOTES
3.SEE 3/A0.1a FOR ELECTRICAL GENERAL NOTES
4.SEE 4/A0.1a FOR PLAN AND INTERIOR GENERAL NOTES
5.SEE BID INSTRUCTIONS FOR INSULATION VALUES. INSULATION TO BE NOT LESS THAN
AS INDICATED IN T24 REPORT
--KEYNOTES
ELEVATION GRID LINE KEY -- PROPOSED BUILDING
A AVERAGE TOP OF CURB FOR DETERMINING BUILING HEIGHT = +/- 17.28'
B 1ST FLOOR TOP OF STRUCTURE = +/- 22.05'
C 1ST FLOOR PLATE HEIGHT (U.N.O.) = +/- 30.05'
D 1ST FLOOR PORCH PLATE HEIGHT = +/- 30.89'
E 2ND FLOOR TOP OF STRUCTURE (U.N.O.) = +/- 31.30'
F KITCHEN/DINING/FAMILY ROOM PLATE HEIGHT = +/- 32.16'
G 2ND FLOOR PLATE HEIGHT (U.N.O.) = +/- 39.30'
H PROPOSED BUILDING HEIGHT = +/- 45.00'
I MAX BUILDING HEIGHT ALLOWED = 30'-0" +/- 47.28'
21/4"SECTION 2
11/4"SECTION 1
= NUMBER OF KEYNOTE BELOW#
feet
1 2 43 6
feet
1 2 43 6
18" MIN CRAWLL
SPACE
18" MIN CRAWLL
SPACE
20'-0"
= NUMBER OF KEYNOTE BELOW#
15'-4"
ADU BATHROOM FOYER
GARAGE
KITCHEN
ATTIC
ATTIC
ATTIC
DINING FAMILY
GARAGE8'-0"9'-6"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"A
B
C
E
H
G
F
27'-8 1/2"30'-0"I
8'-0"8'-0"D
8'-10"10'-0"9'-6"4'-9"
PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128ARBORISTREPORTAR-1
PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD
WSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
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s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128ARBORISTREPORTAR-2
±±
8 3/4" TOWEL BARMETAL 8 3/4" TOWEL BARMETALW/HGMEM
8 3/4" TOWEL BARMETAL30" rangeWM(E)SSCO#1 Red Maple street tree to remain#4 Common Pear to be removed(2) Lagerstroemia f. 'Muskogee'Hybrid Crape Myrtle24" boxsingle trunkedlow water rated#7 Common Cotoneasterbehind propertyalong El Camino Real#5 Red Iron BarkEucalyptus treebehind propertyalong El Camino Real#6 Coast LIve Oakbehind propertyalong El Camino Real#8 European Plum to be removedWestmoor RoadTree PlantingAs recommended by City of BurlingameDig the planting hole: Before digging locate all underground utilities and pipes such as water, gas and electrical. Theplanting hole needs to be only as deep as the container of the tree allowing for the root ball to sit 1 to 2 inches abovethe finished grade. The bottom of the hole should be compacted to ensure root ball will not settle. The hole should beat least twice the diameter of the container and the sides should be scored or sloped rather than vertical.Tree Preparation: The tree purchased should be of good quality. Inspect the container before purchase for girdling,circling or twisted roots. Remove tree from container and prune any broken, circling or girdling roots. Roots mattedalong the sides and bottom of a container can be cut and spread apart. Remove any dead limbs and correct anystructural defects such as multiple leaders.Planting: Lightly compact bottom of the hole to avoid settling. Place tree in the hole and check depth to make surethat the final height of the root ball is 1 to 2 inches above grade. Check that the trunk is straight.Backfilling: Soil from the hole should be satisfactory for backfill. If it is of poor quality, amendments may be added.Amended soil has not shown any significant benefits from native soil. Place backfill evenly around root ball andlightly compact and add water to eliminate air pockets. Any excess soil can be used to form a berm around the edgeof the hole to hold in water.Staking: Staking a newly planted tree protects the trunk, anchors the roots and supports the crown. Use a 2-inchround lodge pole stake (3 inch for 24" box size trees) and if possible, place it on the windward side of the tree forsupport. The stake should be place outside the root ball and 2 to 3 inch rubber ties should be installed with a twistand nailed back to the stake. Staking the tree too loosely will not support the tree; staking to tightly will not allow thetree to flex in the wind and develop a taper to support the tree. Staking is only a temporary treatment and the stakeshould be removed after 1 to 2 years.Mulching: Place 3 to 4 inches of organic mulch around the tree to retain moisture. Avoid piling on mulch against thetrunk of the tree.See arborist report by Kielty Arborists Services, LLC for existing trees.TREE PLAN1/8"1TREE PLANT1.0feet248121PROJECT NO.
REVISION
24-029
DESCRIPTIONDATE
Burlingame, 1633 Westmoor Road
Shruti & Satya Awadhare
F O R P E R M I T R E V I E W O N L Y - - N O T F O R C O N S T R U C T I O N
AWADHARE Residence
RENOVATION / ADDITION TO EXISTING SINGLE FAMILY HOUSE
2024.12.12 PLANNING PACKAGE
DRAWN BY
AF/MBD ..\..\..\..\S2 CAD\Title Block\seal-signed 2025.jpgWSENCSTUDIO S SQUARED ARCHITECTURE, INC.TRUEArchitecture.
Interiors.
Landscape.
s-squared.com
1000 S Winchester Blvd
San Jose, CA 95128CTLEPASCNADSADateTEATOFFON
R
ILCA
I GRenewal Date11/30/2025SignatureNo. 2444GD
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