HomeMy WebLinkAboutRESO - PC - 2025-03.24-6D CITY OF BURLINGAME
COMMUNITY DEVELOPMENT DEPARTMENT
Planning Division | City Hall, Second Floor | 501 Primrose Road | PH: (650) 558-7250
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April 4, 2025
Ryan Morris
Morris Architecture, LLC
12 Cozzolino Court
Millbrae, CA 94030
(email: ryan@morris-arch.com)
Re: Major Design Review at 1245 Laguna Ave (Project No. DSR24-0030)
Dear Applicant,
Since there was no appeal to or suspension by the City Council, the March 24, 2025, Planning
Commission approval of your application for Major Design Review became effective April 3, 2025. This
application was for a first and second story addition to an existing single-unit dwelling at 1245 Laguna
Avenue.
Attached is the Planning Commission resolution of approval which includes the associated conditions
of approval and project plans. The project must adhere to all site improvements and construction work
will require a separate building permit application to the Community Development Department prior to
work being performed.
This approval is valid for two years during which time a building permit must be issued (by April
3, 2027). One extension of up to one year may be considered by the Community Development Director
if a written application and filing fee is submitted to the Community Development Department at least 30
days prior to the expiration date listed above.
Sincerely,
Fazia Ali
Assistant Planner
Planning Division | Community Development Department
501 Primrose Road | Burlingame, CA 94010
Tel. (650) 558-7240| fali@burlingame.org
c. Daniel Su and Christina Lee, property owners (email: danssu@gmail.com; stina22@gmail.com)
Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
DSR24-0030
PC/03/24/2025
Page 1
CITY OF BURLINGAME
PLANNING COMMISSION RESOLUTION 2025-03.24-6D
APPROVING MAJOR DESIGN REVIEW FOR 1245 LAGUNA AVENUE
PROJECT NO. DSR24-0030
WHEREAS, an application has been made by Ryan Morris, Ryan Morris Architecture, on
behalf of Property Owners, Daniel Su and Christina Lee, for Major Design Review for a first and second
story addition to an existing single-unit dwelling in the R-1 (Low Density Residential) zoning district,
APN: 026-094-040; and
WHEREAS, on March 24, 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 March 24, 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 the California Environmental Quality Act
(CEQA) pursuant to 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, or 2,500 square feet,
whichever is less.
SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission
to grant Major Design Review 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 proposed addition to the single-unit dwelling is consistent with the General Plan
designation of Low Density Residential and is in compliance with all applicable provisions of
Title 25; the proposed addition to the dwelling is consistent with the design guidelines in that
the mass and bulk of the proposed addition is in scale with the lot and in relation to neighboring
properties, that the first and second floor addition is primarily at the rear and that the project
proposes traditional materials including wood doors, smooth stucco siding, and gable roof
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: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
DSR24-0030
PC/03/24/2025
Page 2
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 building height and plate heights, declining height envelope,
lot coverage, floor area ratio, setbacks, and parking requirements.
SECTION 3: The Planning Commission of the City of Burlingame after conducting the public
hearing HEREBY APPROVES DSR24-0030 subject to the following conditions:
CONDITIONS OF APPROVAL
1. that the project shall be built as shown on the plans submitted to the Planning Division and
date stamped February 4, 2025, sheets A0.1 through A3.5 and Topographic Survey;
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;
Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
DSR24-0030
PC/03/24/2025
Page 3
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
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 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 24th day of March 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 24th day of March 2025 by the following vote:
Secretary
Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
Walker Shores
DSR24-0030
PC/03/24/2025
Page 4
Exhibits:
Exhibit A - Project Plans dated February 4, 2025
AYES: LOWENTHAL, PFAFF, SCHMID, SHORES, TSE
NOES: NONE
RECUSED: NONE
ABSENT: COMAROTO, HORAN
Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL 12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL 2.04.24A0.1TITLE SHEET1. ADDITION AND REMODEL TO SPLIT LEVEL SINGLE FAMILY RESIDENCE2. REMOVE LOWER LEVEL BEDROOM BEHIND GARAGE3. ADDITION TO INCLUDE NEW FAMILY ROOM, AND LARGER KITCHEN AT MAIN LEVEL, ANDADDING TWO ROOMS TO THE UPPER FLOOR.4. REMODEL TO INCLUDE KITCHEN5. RAISE CEILING HEIGHT AT DINING ROOM6. NEW ATTACHED ADU7. NEW COVERED BACK DECK8. REPLACE ALL WINDOWSARCHITECT:MORRIS ARCHITECTURE LLC12 COZZOLINO CT.MILLBRAE, CA 94030T. 650.995.1360RYAN@MORRIS-ARCH.COMSURVEYOR:SAVIOR P. MICALLEF LANDSURVEYING421 WILDWOOD DRIVESO. SAN FRANCISCO, CA 94080T. 805.709.2423PROJECTLOCATIONPROJECT DIRECTORYVICINITY MAPA0.1 TITLE SHEETA0.2 EXISTING/PROPOSED SITE PLANS--TOPOGRAPHIC SURVEYA0.3 ARBORIST REPORTA0.4 ARBORIST REPORTA1.1 DEMOLITION PLANA1.2 DEMOLITION PLANA1.3 EXISTING ROOF PLANA2.1 FLOOR PLANA2.2 FLOOR PLANA2.3 ROOF PLANA3.1 EXTERIOR ELEVATIONSA3.2 EXTERIOR ELEVATIONSA3.3 EXTERIOR ELEVATIONSA3.4 EXTERIOR ELEVATIONSA3.5 SECTIONSSHEET INDEXPROJECT DESCRIPTIONGENERAL NOTESABBREVIATIONSA.D. AREA DRAINADJ ADJUSTABLEA.F.F. ABOVE FINISH FLOORALT ALTERNATEALUM ALUMINUMANOD ANODIZEDARCH ARCHITECT/TURALBD BOARDBLD'G BUILDINGBLK'G BLOCKINGBM BEAMB.O. BOTTOM OFCAB CABINETC.J. CEILING JOISTCLG CEILINGCLR CLEARC.O. CLEAN OUTCONC CONCRETEDIA DIAMETERDN DOWNDS DOWNSPOUTDW DISHWASHERDWG DRAWING(E) EXISTINGEA EACHELEC ELECTRICELEV ELEVATIONEQ EQUALEXT EXTERIORFIN FINISHF.J. FLOOR JOISTFLR FLOORF.O. FACE OFFT FEETFTG FOOTINGFURN FURNACE/FURNITUREGA GAUGEGALV GALVANIZEDGSM GALVANIZED SHEET METALGYP. BD. GYPSUM BOARDHT HEIGHTINCAN INCANDESCENTLT LIGHTMAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMTL METAL(N) NEWO.C. ON CENTERO/ OVERPLYWD PLYWOODPTD PAINTEDPT. GR. PAINT GRADEP.T. PRESSURE TREATEDRDWD REDWOODREFR REFRIGERATORREQ'D REQUIREDRM ROOMR.O. ROUGH OPENINGSCHED SCHEDULESHT SHEETSHTG SHEATHINGSIM SIMILARSKYLT SKYLIGHTSPEC SPECIFICATIONS.S.D. SEE STRUCTURAL DRAWINGSST. GR. STAIN GRADESTL STEELT&G TONGUE & GROOVETEMP TEMPEREDT.O. TOP OFTYP TYPICALU.N.O. UNLESS NOTED OTHERWISEV.I.C. VERIFY IN FIELDWH WATER HEATERDEFERRED SUBMITTALSCODESTHE WORK SHALL CONFORM TO THE CALIFORNIA TITLE 24:PART 2 2022 CALIFORNIA BUILDING CODEPART 2.5 2022 CALIFORNIA RESIDENTIAL CODEPART 3 2022 CALIFORNIA ELECTRICAL CODEPART 4 2022 CALIFORNIA MECHANICAL CODEPART 5 2022 CALIFORNIA PLUMBING CODEPART 6 2022 CALIFORNIA ENERGY CODEPART 9 2022 CALIFORNIA FIRE CODEPART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODEAND THE BURLINGAME MUNICIPAL CODEDRAWINGS1.GENERAL CONDITIONS. THE STANDARD A.I.A. GENERAL CONDITIONS ARE HEREBYMADE A PART OF THESE DRAWINGS.2.DIMENSIONS. WRITTEN DIMENSIONS SHALL GOVERN. DO NOT SCALE THE DRAWINGS.3.DIMENSIONS. ALL DIMENSIONS ARE TO THE FACE OF FINISH, OR TO THE CENTERLINEOF GRIDS, COLUMNS, WINDOWS, DOORS, AND FIXTURES, UNLESS OTHERWISE NOTED.4.DIMENSIONS. 'CLR' DENOTES MEASUREMENT FROM FINISH SURFACES, TYP.5.COMPLETION. THESE DRAWINGS INCLUDE THE GENERAL EXTENT OF NEWCONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BEALL-INCLUSIVE.GENERAL CONTRACTOR'S RESPONSIBILITIES6.PLANS ON SITE. THE GENERAL CONTRACTOR (HEREAFTER G.C.) SHALL MAINTAIN ACURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE JOB SITEDURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL PROVIDEALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DRAWINGS.7.DISCREPANCIES. THE G.C. IS RESPONSIBLE FOR THOROUGH REVIEW OF THESEDOCUMENTS AND EXISTING FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OFANY WORK. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND ARE TO BE BROUGHT TOTHE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING FOR CLARIFICATION.8.SUBSTITUTIONS. THE G.C. IS REQUIRED TO NOTIFY ARCHITECT IN WRITING OF ANYSUBSTITUTION, REVISION OR PROPOSED ALTERNATE AT LEAST TWO WEEKS PRIOR TOTHE ORDER OR INSTALLATION OF SAID ALTERNATE IN ORDER TO ALLOW FORNECESSARY COORDINATION AND APPROVALS.9.INSPECTIONS. THE G.C. IS RESPONSIBLE FOR THOROUGH REVIEW OF THEARCHITECTURAL AND STRUCTURAL DRAWINGS, GEOTECHNICAL REPORT, AND THEENERGY AND GREEN COMPLIANCE MANDATORY MEASURES AND IS RESPONSIBLE FORSCHEDULING AND BEING PRESENT FOR ANY INSPECTIONS OR OBSERVATIONSREQUIRED. (MIN. 48 HOURS NOTICE FOR SITE VISITS)10.SAFETY. THE G.C. SHALL BE SOLELY RESPONSIBLE FOR SAFETY ON THE JOB SITE ANDADHERE TO ALL FEDERAL, STATE, LOCAL AND OSHA SAFETY REGULATIONS.11.DEFERRED SUBMITTALS. DEFERRED SUBMITTAL DOCUMENTATION SHALL BESUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEMAND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING THATTHE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE INGENERAL CONFORMANCE WITH THE DESIGN OF THE PROJECT. THE DEFERREDSUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTALDOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.12.WORKMANSHIP. ALL WORKMANSHIP IN ALL TRADES SHALL BE OF THE HIGHESTQUALITY, BY PERSONS ESPECIALLY SKILLED AT ASSIGNED TASKS, AND SHALL RESULTIN A NEAT AND CLEAN INSTALLATION. ALL WORK SHALL BE INSTALLED TRUE, PLUMB,LEVEL, SQUARE, AND IN PROPER ALIGNMENT. NOTIFY ARCHITECT AND OWNER OFEXISTING CONDITIONS WHICH DO NOT MEET THESE EXPECTATIONS.13.MANUFACTURER'S REQUIREMENTS. THE G.C. SHALL INSTALL ALL MATERIALS,EQUIPMENT, AND FIXTURES IN CONFORMANCE WITH THE REQUIREMENTS OF THEMANUFACTURER.14.BRACING AND SHORING. DESIGN AND INSTALLATION OF ALL TEMPORARY BRACING ANDSHORING IS THE SOLE RESPONSIBILITY OF THE G.C.1. FIRE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13D AND STATE ANDLOCAL REQUIREMENTS. SHOP DRAWINGS SHALL BE APPROVED BY THE FIREDEPARTMENT PRIOR TO INSTALLATION. PROVIDE MIN. 1" WATER METER BACKFLOWPREVENTION DEVICE/DOUBLE CHECK VALVE ASSEMBLY, AND ALL SPRINKLER DRAINAGESHALL BE PLACED INTO LANDSCAPE AREAS.APN #026-094-040ZONER1OCCUPANCYR-3 / UCONSTRUCTION TYPEV-BAUTOMATIC SPRINKLERSYES - NEWSTORIES2SITE AREA6,000 SFPROJECT DATA2.4.25RECEIVEDCITY OF BURLINGAMECDD-PLANNING DIVISIONDocusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
xxxxxxxxxxxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx xxxxxxxxxxxxxxxxxxLAGUNA AVENUEPROPERTY LINE 120.00'N 36d45'00" E PROPERTY LINE 120.00'N 36d45'00" E PROPERTY LINE50.00'N 53d15'00" WCITY TO PERFORMPRE-INSPECTION FORCONDITION OF SIDEWALK,CURB, AND GUTTER, ANDRECOMMEND REPLACEMENTOF ANY DAMAGED PORTIONS.REPLACE ALL CURB, GUTTER,DRIVEWAY AND SIDEWALKFRONTING SITE AS REQ'D.TREE #1(E) 18" DIA.SWEET GUMSTREET TREETREE # 5(E) 8.5" DIA.CHERRY TREETREE #2 (E) 34.7" DIA.MODESTO ASHSTREET TREETREE # 4(E) 52.6" DIA.DOUGLAS FIRTREE(E) UTILITY POLE(N) DECK(N) COVEREDDECK(N) ATTACHEDADU(N) CONC. PAVER PATHWAY(E) LAWN(N) 29'-0 1/4"PL TO ADU(N) 40'-5 1/4"PL TO 1ST FLR.4'-3 1/4"PL TO ADU(N) 4'-4"PL TO 1ST FLR.(N) 7'-5"PL TO 1ST &2ND FLR.(N) 8'-7 1/2"PL TO 2ND FLR.(N) 41'-2"PL TO 2ND FLR.(N) 45'-5 3/4"PL TO 2ND FLR.19'-9 3/4"(E) LAWNHATCH INDICATESAREA OF 1ST FLR.ADDITIONHATCH INDICATESAREA OF 2ND FLR.ADDITION16'-11"DRIVEWAY(E) ROOF(N) ROOFLOW SLOPEROOF, SEE A2.3(N) AC CONSENSER4'-0"SIDE YARDSETBACK15'-0"REAR YARD SETBACK4'-0"SIDE YARDSETBACK15'-0"FRONT YARD SETBACK20'-0"FRONT YARD SETBACK2ND FLR.20'-0"REAR YARD SETBACK2ND FLR.
25'-0"
(E) 24'-10 3/4"PL TO 1ST FLR.(E) 2'-9"PL TO 2ND FLR.(E) NEIGHBORDETACHED GARAGE(E) NEIGHBOR HOUSE(E) NEIGHBOR HOUSE(E) NEIGHBORDETACHED GARAGE(E) 4" DIA. AMERICANBEACH TREE(E) GAS METER(E) WATER METERDOWNSPOUT,TYP.PERIMETER DRAINAND FLOW DIRECTION.TIE INTO (E). PROVIDESEPARATE DIRECTTIGHT LINE DRAIN ATALL DOWNSPOUTSSTORMWATER
(N) DISSIPATION PIT, 5' MIN FROMPROP. LINES, 10' FROM BLDG.DIRECT OVERFLOW TODEPRESSED LANDSCAPE AREATHAT WILL NOT FLOW TOWARDSNEIGHBORING PROPERTIES(N) DOUBLEBACKFLOWPREVENTIONDEVICE(E) WATER SUPPLYCONNECTED TO (E)CITY MAIN(N) FIRE SPRINKLER SUPPLY LINETO BE INSTALLED PER CITYSTANDARD DETAILS(E) 34" DOMESTIC WATER SUPPLYLINE G.C. TO VERIFY CAPACITY(E) OVERHEADWIRES(E) ELEC.METERSSCOPROPERTY LINE50.00'N 53d15'00" W(N) SEWER LATERAL.PLUG ALL EXISTING SANITARYSEWER LATERAL CONNECTIONSAND INSTALL A NEW 4" LATERALAND WYE TO MAIN. ALLABANDONED SEWER LATERALSHALL BE DISCONNECTED AT THEMAIN PER CITY REQUIREMENTS.(N) CONC. DRIVEWAYREMOVE (E) TREE #320.1" DIA. DRACAENA PALMREMOVE (E)TREE #611.3"/10"/5.2"SAUCER MAGNOLIAPROVIDE STURDY FENCINGPRIOR TO BEGINNINGCONSTRUCTION, TYP.FOR TREE PROTECTIONPLAN, SEE ARBORIST'SREPORT, A0.3 & A0.4.xxxxxx xxxxxxxx xxxTREE PROTECTION FENCING, TYP. SEEARBORIST REPORT, A0.3 & A0.4.xxxxxxxxxxxxxxxxxxx x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x x
x x x x x x x x x x x x x x x x x xx xxxxxxxxxxxxxxxxxx4'-0"SIDE YARDSETBACK15'-0"
REAR YARD SETBACK4'-0"SIDE YARDSETBACK15'-0"
FRONT YARD SETBACK
20'-0"
FRONT YARD SETBACK
2ND FLR.
20'-0"
REAR YARD SETBACK
2ND FLR.LAGUNA AVENUE25'-0"
PROPERTY LINE 120.00'N 36d45'00" E
PROPERTY LINE 120.00'N 36d45'00" EPROPERTY LINE50.00'N 53d15'00" WPROPERTY LINE50.00'N 53d15'00" W(E) CONC.PAVERDRIVEWAY(E) CONC.PAVER PATIO(E) DECK W/TRELLIS(E) UTILITY POLE(E) LAWN51'-10 3/4"
PL TO 1ST &
2ND FLR.(E) 4'-6 1/4"PL TO 1ST FLR.(E) 2'-9"PL TO 2ND FLR.(E) 22'-5 3/4"PL TO 2ND FLR.(E) 29'-6 1/4"
PL TO GARAGE
& 2ND FLR.
(E) 24'-10 3/4"
PL TO 1ST FLR.(E) LAWN(E) 5'-3 3/4"PL TO 1ST &2ND FLR.16'-11"DRIVEWAYFLAT ROOFFLAT ROOF(E) NEIGHBORDETACHED GARAGE(E) NEIGHBOR HOUSE(E) NEIGHBOR HOUSE(E) NEIGHBORDETACHED GARAGE(E) ELEC.METER(E) GASMETER(E) WATERMETERTREE #1(E) 18" DIA.SWEET GUMSTREET TREETREE # 5(E) 8.5" DIA.CHERRY TREETREE #2 (E) 34.7" DIA.MODESTO ASHSTREET TREETREE # 4(E) 52.6" DIA.DOUGLAS FIRTREEREMOVE (E) TREE #320.1" DIA. DRACAENA PALMREMOVE (E)TREE #611.3"/10"/5.2"SAUCER MAGNOLIA(E) 4" DIA. AMERICANBEACH TREESU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A0.2SITE PLANSSITE PLAN NOTES:1.GENERAL NOTES. SEE SHEETS A0.1, TOPOGRAPHIC SURVEY, AND FLOORPLANS FOR ADDITIONAL INFO.2.BOUNDARY VERIFICATION. THE G.C. SHALL VERIFY THE LOCATIONS OF ALLPROPERTY BOUNDARIES, SETBACKS, AND EASEMENT LOCATIONS PRIORTO CONSTRUCTION. ANY DISCREPANCIES SHOULD BE BROUGHT TO THEATTENTION OF THE ARCHITECT BEFORE FURTHER COMMENCEMENT OFWORK.3.BENCH MARK. SEE SURVEY DRAWING FOR BENCH MARK AND ASSUMEDBASE ELEVATION.4.ENCROACHMENT. THE G.C. IS RESPONSIBLE FOR OBTAINING APPROVAL /PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLICRIGHT-OF-WAY.5.UTILITIES. THE G.C. SHALL LOCATE ALL UTILITIES PRIOR TO ANYEXCAVATION, GRADING, OR TRENCHING.6.UTILITIES. SEE ELECTRICAL PLAN SHEET E2.1 FOR EXACT LOCATIONS OFMAIN ELECTRIC METER AND GAS METER. COORDINATE FINAL LOCATIONAND ROUTING WITH G.C. AND UTILITY SERVICE PROVIDER.7.UTILITIES. THE G.C. SHALL COORDINATE THE LOCATION OF IRRIGATIONVALVE BOXES WITH OWNER.8.TREE PROTECTION. SEE ARBORIST REPORT, A0.3 & A0.4. THE G.C. SHALLPROTECT EXISTING TREES FROM DAMAGE DURING CONSTRUCTION ANDPROVIDE TREE PROTECTION PER LOCAL JURISDICTION REQUIREMENTSAND ARBORIST REPORT. LARGE ROOTS OR LARGE MASSES OF ROOTS TOBE CUT SHOULD BE INSPECTED BY A CERTIFIED ARBORIST PRIOR TOCUTTING. ANY ROOTS TO BE CUT SHALL BE MONITORED ANDDOCUMENTED. ROOTS TO BE CUT SHOULD BE SEVERED CLEANLY WITH ASAW OR TOPPERS.9.SLOPED GRADE. FINISH GRADE AROUND BUILDING TO HAVE A MIN. 2%SLOPE AWAY FROM BUILDING, FOR A MIN. OF 5' AROUND BUILDING.10.FOOTING DEPTH. (N) FOUNDATION FOOTINGS SHALL BEAR ON NATIVE,UNDISTURBED SOIL, SEE GEOTECH. REPORT AND STRUCTURAL DRAWINGSFOR ADDITIONAL INFO.11.ADDRESS. STREET ADDRESS NUMERALS TO BE ILLUMINATED, AT LEAST 4"HIGH WITH A MINIMUM 1/2" STROKE, MOUNTED ON A CONTRASTINGBACKGROUND CLEARLY VISIBLE FROM THE STREET. ADDRESS NUMBERSSHALL BE AT LEAST SIX FEET ABOVE THE FINISHED SURFACE OF THEDRIVEWAY. CRC R319GRADING NOTES:1.PROVIDE POSITIVE SURFACE DRAINAGE AWAY FROM ALL STRUCTURES BYSLOPING THE FINISHED GROUND SURFACE AT LEAST 2%, UNLESSOTHERWISE NOTED ON THE PLANS.2.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO CONFIRM THEGROUND ELEVATIONS AND OVERALL TOPOGRAPHY OF THE SITE PRIOR TOTHE START OF CONSTRUCTION AS TO THE ACCURACY BETWEEN THEWORK SET FORTH ON THESE PLANS AND THE WORK IN THE FIELD. ANDDISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THEARCHITECT IN WRITING PRIOR TO THE START OF CONSTRUCTION.1/8"=1'-0"PROPOSED SITE PLAN2A0.21/8"=1'-0"EXISTING SITE PLAN1A0.2POST-CONSTRUCTION IMPERVIOUS AREALOCATIONPROPOSED (SF) LOT COVERAGE (SEE ABOVE)2514 DRIVEWAY426 WALKWAY - BACK & RIGHT SIDE426 WALKWAY - FRONT50TOTAL3416PERCENT56.9 % OF 6,000 SF LOTDocusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A0.3ARBORISTREPORTDocusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A0.4ARBORISTREPORTDocusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
BEDROOM 1GARAGEBREAKFASTDININGDECKLIVINGKITCHENDNDNUPDN17'-8 1/2"12'-6 1/2"2'-7 3/4"40'-2"9'-5 3/4"22'-3 1/4"2'-6"15'-11 3/4"4'-10"2'-3 1/2"5'-1"8'-2"43'-1 3/4"
11'-6 1/2"38'-5 3/4"4'-8"
20'-0 1/2"2'-6"4'-8 1/2"2'-7 3/4"11'-6 1/2"11 1/2"4'-1"7'-9"2'-8 3/4"KEEP (E) FOUNDATION ATBEDROOM ONE4'-9 3/4"2'-6 1/2"
7'-0 3/4"2'-10 3/4" x 3'-9 3/4"2'-6 1/4" x 2'-1"2'-6 1/4" x 2'-1"1'-10 1/2" x 2'-5 3/4"
2'-11 1/4" x 4'-4 1/4"2'-11 1/4" x 4'-4 1/4"
1'-10 1/4" x
4'-3 3/4"
3'-10 1/4" x
4'-3 3/4"
1'-10 1/4" x
4'-3 3/4"
2'-5 1/2" x
4'-4 1/2"2'-5 1/2" x4'-4 1/2"6'-8 1/2" x 3'-4 1/4"37'-6 1/4"EXISTING WALLS FIRST FLOOR: 40'-2" + 38'-5" + 2'-3" + 4'-1"+7'-9" + 4'-8" + 3'-0" + 8'-0" + 4'-10" + 8'-0" + 15'-11" + 33'-3" + 3'-5"+ 4'-8" + 3'-5" + 37'-6" = 219'-4" TOTAL / 2 = 109'-8" = 50%10'-9 1/2"PROPOSED FIRST FLOOR WALLS REMOVED: 10'-10" + 12'-0" +5'-1" + 3'-6" + 4'-8" + 3'-9" + 37'-6" = 77'-4" = 35% REMOVED3'
-
8
3
/
4
"2'-5 1/2" x4'-4 1/2"3'-6 1/2"12'-0"33'-3 1/2"DNMECH. BASEMENT+5'-10 1/2"B.O. CLG.JOISTW.H.FURN.6'-7"4'-7"1'-1"1'-10"6'-8"6'-5"2'-9"2'-0"4'-4"NO WORKSU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A1.1DEMO PLAN1/4"=1'-0"MECH. BASEMENT PLAN - NO WORK2A1.1DEMOLITION NOTES:1.GENERAL NOTES. SEE SHEETS A0.1 AND FLOOR PLANS FOR ADDITIONALINFO.2.SITE MEETING. PRIOR TO DEMOLITION, THE G.C. SHALL CONDUCT APRE-DEMOLITION SITE MEETING TO SCHEDULE THE WORK WITH THEOWNER, ARCHITECT, CONSULTANTS, AND SUBCONTRACTORS.3.PROTECTION. THE G.C. SHALL VERIFY ALL EXISTING FEATURES ANDFINISHES TO REMAIN PRIOR TO DEMOLITION, AND VERIFY WITH OWNERSWHETHER REMOVED OR UNUSED PRODUCTS AND MATERIALS SHOULD BESAVED OR DISCARDED.4.PROTECTION. THE G.C. SHALL TAKE ALL NECESSARY MEASURES TOPREVENT DAMAGE AND SETTLEMENT, AND PROTECT EXISTING BUILDING,APPLIANCES, AND FURNISHINGS DURING DEMOLITION. ANY DAMAGES TOTHESE ITEMS SHALL BE PROPTLY RESTORED, REPAIRED, OR REPLACED ATNO COST TO THE OWNER.5.PROTECTION. THE G.C. SHALL PROVIDE ALL NECESSARY TEMPORARYENCLOSURES, COVERINGS, AND GUARDS TO ADEQUATELY PROTECTPERSONS FROM POSSIBLE INJURY.6.ENCROACHMENT. THE G.C. SHALL CONDUCT DEMOLITION OPERATIONSAND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITHSTREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES. DO NOTCLOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USEDFACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVINGJURISDICTION.7.DISPOSAL. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL AND LEGALDISPOSAL OF ALL CONSTRUCTION DEBRIS AND OTHER ASSOCIATEDMATERIALS FROM THE STRUCTURE AND THE SITE.8.ELECTRICAL. ALL UNUSED AND DEMOLISHED ELECTRICAL IS TO BEREMOVED BACK TO THE NEAREST UTILIZED JUNCTION.9.CONTAINMENT. THE G.C. SHALL PROVIDE COVERINGS AND THE LIKE FORCONFINING DUST AND DEBRIS TO AREAS OF THE BUILDING IN WHICHDEMOLITION AND/OR ALTERATIONS ARE BEING PERFORMED.10.REPAIRS. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS ANDSURFACES CUT OR DAMAGED DURING EXECUTION OF WORK SHALL BEEQUAL TO OR BETTER THAN THEIR ORIGINAL CONDITION.11.SECURITY. THE G.C. SHALL MAINTAIN BUILDING SECURITY AT ALL TIMES.PROJECT KEYNOTES:1.STRUCTURE CORRECTION. AFTER DEMOLITION, THE G.C. SHALL IDENTIFYALL REMAINING EXISTING CONDITIONS WHICH ARE UNLEVEL, OUT OFPLUMB, INADEQUATELY DRAINED OR WATERPROOFED, OR INSTALLED INANY OTHER MANNER WHICH DOES NOT MEET THE WORKMANSHIPEXPECTATIONS LISTED UNDER G.C. RESPONSIBILITIES ON SHEET A0.1. THEG.C. SHALL RECOMMEND CORRECTIVE ACTION TO THE OWNER AND ARCH. WALL LEGEND: (E) WALL TO BE REMOVED(E) WALL 1/4"=1'-0"DEMOLITION PLAN - FIRST FLOOR1A1.1Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
BEDROOMBATHMASTERDN24'-8 3/4"5'-4 1/2"16'-0"
3'-0 1/2"
8 3/4"
26'-3 3/4"3'-0 1/2"16'-8 1/2"5'-6"13'-1 1/4"2'-6 1/4"2'-6 1/4"16'-10"9'-5 3/4"38'-7"2'-1 1/4" x4'-4 1/4"3'-3 1/2" x4'-4 1/4"3'-10 1/2" x 4'-3 3/4"1'-10" x 2'-3 3/4"1'-10"
x 3'-1"
3'-0" x 4'-4 1/2"3'-0" x 4'-4 1/2"3'-0" x 4'-4 1/2"EXISTING WALLS SECOND FLOOR: 16'-10" + 26'-4" + 4'-0" +5'-6" + 4'-0" + 0'-9" + 16'-9" + 16'-0" + 5'-6" + 13'-1" + 5'-5" + 9'-6" =123'-8" TOTAL / 2 = 61'-10" = 50%PROPOSED SECOND FLOOR WALLS REMOVED: 16'-10" +10'-0" + 6'-0" + 1'-10" + 3'-0" + 13'-1" + 5'-5" + 9'-6" = 65'-8" = 53%REMOVED3'-11 1/2"3'
-
1
1
1
/
2
"2'-1 1/4" x4'-4 1/4"5'-5 1/2"
9'-11 1/2"6'-0"1'-10"3'-0"SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A1.2DEMO PLAN1/4"=1'-0"DEMOLITION PLAN - SECOND FLOOR1A1.2DEMOLITION NOTES:1.REFERENCE. SEE SHEET A1.1 FOR TYPICAL DEMOLITION NOTES WALL LEGEND: (E) WALL TO BE REMOVED(E) WALL Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
(E) SLOPE
+/- 4.75:12(E) SLOPE+/- 4:12(E) SLOPE+/- 4:12(E) SLOPE
+/- 4.75:12
(E) SLOPE+/- 4:12(E) FLAT ROOF(E) FLAT ROOF(E) TRELLIS STRUCTUREAND DECK, BELOW(E) PORCH STEPS, BELOW(E) DS(E) DS(E)DS(E)DS(E) SLOPE
+/- 4.75:12
SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A1.3(E) ROOF PLAN1/4"=1'-0"EXISTING ROOF PLAN1A1.3DEMOLITION NOTES:1.REFERENCE. SEE SHEET A1.1 FOR TYPICAL DEMOLITION NOTES WALL LEGEND: (E) WALL TO BE REMOVED(E) WALL Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
2'-8 1/4"
CLR.(N) STAIR,KEEPSTAIR GATEGARAGE18'-2 1/4"9'-0"DININGFAMILYDNLIVINGBUILT-IN BENCHAND GRAB BARS1A3.5DNDECKSTO.DNUPCOVEREDPORCH,<120sf(N) ELEC.FIREPLACE,CENTER ONHEARTH2X6 WALL FOR DEEPSILL, PLUS LEDGE ALLTHE WAY ACROSS+9'-0" CLG+8'-2" CLG4'-0"CLR.4'-0"10'-9 3/4"KITCHENPWDRADU379 SF4'-0"
CLR.MICROPANTRY11 LF COUNTERS3'-6" x 6'-7"ARCHEDARCHEDARCHEDARCHED10'-1 3/4"CLR.21'-11"40'-4 1/4"16'-4"2'-1 1/4"2'-8 1/4"15'-11 3/4"4'-10"32'-8"66'-0 3/4"
14'-0 3/4"28'-6 1/4"4'-8"11'-5 3/4"7'-4"+9'-0" CLG33'-4 3/4"14'-1 1/2"2'-8 3/4"WD(E) FOUNDATION TOREMAIN1'-7 3/4"7'-0 3/4"+9'-0" CLG+8'-2" CLG+9'-0" CLG+9'-0" CLG+9'-0" CLG+9'-0" CLG+9'-0" CLG1016" STEP1031042" STEP
2" STEP114111112113105106107108110109161021514131211109875321UP4'-2 1/4"7'-11 3/4"2'-0"2'-6 1/2"4'-0 1/4"4'-3"4'-3"5'-4 3/4"5'-9 1/4"3'-5 1/4"
L DOOR &
HALLWAY
C L FIREPLACE& HEARTHC5'-9"CLR.4'-6 3/4"
CLR.3"8"L DOOR &
CLO.
C
3'-0 3/4"CLR.4'-9"CLR.2'-0"
MIN CLR
3'-6"CLR.3'-4" CLR.2'-0"
MIN CLR
NICHE
TYP. 4"U.N.O.3'-1"2'-6 3/4"5R@7 34"4T@11"17R@6 12"16T@11"(N) STAIR HANDRAILHEIGHT ABOVE TREAD:MIN. 34 & MAX. 38"6'-8 1/2"3'-4"
CLR.
1'-6 3/4"
4'-4 1/4"1'-3"MIN1'-3"MIN1'-3"MIN1'-3"MIN2'-6 1/2"ROD & SHELF2A3.5642A3.61A3.6WALL MOUNTEDTOILETLINE OF CEILING HT.CHANGE, TYP.ALL WALLS SEPARATING GARAGEFROM RESIDENCE SHALL HAVEMIN. 12" GYP. BD. ON GARAGE SIDEAND SHALL EXTEND FROMFOUNDATION TO UNDERSIDE OFROOF SHEATHING, AND CEILINGSSEPARATING GARAGE FROMHABITABLE SPACE ABOVE SHALLHAVE MIN. 58" TYPE X GYP. BD.SEE CRC R302.6 AND TABLER302.62'-6 1/2"2'-6 1/2"6R@6 3/4"5T@11 1/2"MED. CAB.C WDWLC WDWLC WDWLC WDWLC WDWLC WDWL
C WDWL
C DOOR &
EXT. WALL
L
C DOORLC WDWLC WDWLALIGN8 1/2"1'-0 3/4"11"11"2'-10"5'-2 1/4"8 1/2"2'-10"A9.1XA9.1XA9.1XCURBLESS SHOWERC DOOR &
CLO.
L
2'-0"2'-4 3/4"10'-0"5R@7"4T@12"SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A2.1FIRSTFLOOR PLAN1/4"=1'-0"FIRST FLOOR PLAN1A2.1(N) 2x4 WALL WALL LEGEND: (E) WALL TO BE REMOVED(E) WALL (E)/(N) 1 HR. RATED WALL (E)/(N) 2X6 WALLFOUNDATION & CONCRETE NOTES:1.UNDER FLOOR ACCESS. PROVIDE MIN. OF 18"X24" THRU FLOOR OR16"X24" THRU WALL ACCESS TO UNDER FLOOR AREAS. CRC R408.42.UNDER FLOOR ACCESS. FOR AN APPLIANCE IN AN UNDER FLOOR AREA,PROVIDE MIN. 22" X 30" ACCESS OR MIN. REQUIRED BY APPLIANCE. CMC904.103.CRAWL SPACE. PROVIDE 18" TALL MIN. ACCESS PATHWAY THROUGHUNDER FLOOR AREA, INCLUDING UNDER DUCTS. CMC 603.14.PRESSURE TREATED OR NATURALLY DURABLE WOOD. FLOOR JOISTSWITH LESS THAN 18" TO EXPOSED GROUND, AND GIRDERS WITH LESSTHAN 12" TO EXPOSED GROUND SHALL BE P.T. EXTERIOR WOODFRAMING RESTING ON FOUNDATIONS AND LESS THAN 8" FROM EARTHOR 2" FROM PAVING SHALL BE P.T. (SIDING 6" FROM EARTH) CRC R317.15.VERIFICATION. G.C. TO VERIFY ALL CONCRETE ROUGH OPENING SIZES,ELEVATIONS, ETC. PRIOR TO FOUNDATION POUR. G.C. TO COORDINATEALL LOCATIONS OF HOLDOWNS, CURBS, STEPS, PLUMBING &MECHANICAL SLEEVES, ETC.6.VERIFICATION. PRIOR TO POURING ANY CONCRETE FOR FOUNDATIONS,IT IS RECOMMENDED THAT A LICENSED SURVEYOR CONFIRM THAT THEREQUIRED SETBACKS AS SHOWN ON THE APPROVED PLANS HAVE BEENMAINTAINED.FLOOR PLANS NOTES:1.CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORYREQUIREMENTS2.DOORS & WINDOWS. SEE SHEET A6.1 AND A6.2 FOR DOOR AND WINDOWSCHEDULES3.UNDERSTAIR SPACES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRSSHALL HAVE WALLS, UNDERSTAIR SURFACE, AND ANY SOFFITSPROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP. BD. CRC 302.74.DRAFTSTOPS. SHALL BE INSTALLED IN FLOOR/ CEILING ASSEMBLIESWHERE THERE IS A USABLE SPACE ABOVE AND BELOW THECONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY. DRAFT STOPSSHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1,000 SQUARE FEET AND IS DIVIDED INTOAPPROXIMATELY EQUAL AREAS. CRC R302.125.SHOWERS. SHOWER AND TUB/SHOWER WALLS SHALL HAVE ANONABSORBENT SURFACE MIN. 72" ABOVE THE FLOOR, INSTALLEDOVER FIBER-CEMENT BACKER BD. WATER-RESISTANT GYPSUM BACKINGBOARD MAY NOT BE USED. CRC R307.2, R702.46.INTERIOR WATERPROOFING. AT ALL LOCATIONS SUBJECT TOEXPOSURE TO WATER, G.C. TO PROVIDE WATERPROOF MEMBRANEOVER HORIZONTAL AREAS AND UP WALLS 6" MIN ABOVE FINISH.7.CONCEALED WORK. MAINTAIN RECORD DRAWINGS, SPECIFICATIONS,AND PHOTOS OF CONCEALED WORK.8.ROUGH OPENINGS. CONTRACTOR TO VERIFY ROUGH OPENINGS SHOWNON PLAN OR SCHEDULES WITH REQUIREMENTS OF UNITS TO BEINSTALLED PRIOR TO FRAMING OPENINGS.9.ATTIC ACCESS. PROVIDE MIN 22" X 30" ACCESS OPENING TO ATTICSGREATER THAN 30 SF AND WITH 30" MIN HEADROOM. THRU WALLACCESS OPENING SHALL BE MIN 22" WIDE X 30" TALL.INSULATION NOTES:1.SEE TITLE 24 ENERGY REPORT FOR REQUIRED INSULATION VALUES.2.INSULATION SHALL CONFORM TO FLAME-SPREAD RATING AND SMOKEDENSITY REQUIREMENTS OF CRC R302.103.AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST ANINSULATION CERTIFICATE, SIGNED BY THE INSTALLER AND THEBUILDER, IN A CONSPICUOUS LOCATION IN THE BUILDING, STATINGTHAT THE INSTALLATION CONFORMS WITH THE REQUIREMENTS OFTITLE 24, PART 2, CH. 2-53 OF THE CALIFORNIA ADMINISTRATIVE CODEPROJECT KEYNOTES:1.FRAMING. ALL NEW EXTERIOR WALLS TO BE 2X4 WD. STUDS AT 16" O.C.,TYP. UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALLS TO BE 2X4WD. STUDS AT 16" O.C., TYP. UNLESS OTHERWISE NOTED.2.INSULATION. IN ADDITION TO REQUIRED ENVELOPE INSULATION,PROVIDE (N) ACOUSTIC INSULATION IN ALL INTERIOR WALLS WHEREWORK OCCURS SEPARATING BEDROOMS, BATHROOMS, LAUNDRY,KITCHEN, AND AS REQUESTED BY OWNER. PROVIDE (N) ACOUSTICINSULATION IN ALL FLOOR ASSEMBLIES BETWEEN FLOORS(N) DOOR SYMBOL(N) WINDOW SYMBOL1101Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
BEDROOM 11A3.5DNM. BEDBEDROOM 2BEDROOM 3BATH 1M. BATH3'-6"CLR.3'-6" x4'-6"6'-5" VANITY
MED.CAB.MED.CAB.MED. CAB.TYP.MED.CAB.HIGH WDW(HIGH ROOF)HIGH WDWS(HIGH ROOF)LEDGEHIGHFLR.3'-4"38'-7 1/4"19'-4 1/2"16'-0"49'-4 1/4"
11'-6 1/2"8 3/4"16'-4 1/4"
3'-0 1/2"
1'-3"16'-8 1/2"19'-4 1/2"1'-3"5'-5"14'-0 3/4"
32'-1 1/4"2'-6 1/4"2'-6 1/4"2'-1 1/4"7'-11"3'-4 1/4"(N) ATTICACCESSNICHE
+8'-0" CLG.+8'-0" CLG.+8'-0" CLG.+8'-0" CLG.+8'-0" CLG.+8'-0" CLG.(E) +8'-2" CLG.BATH 23130292827262524232221201918175'-6"5'-6"2'-10 1/4"1'-10 1/2"1'-7"2'-0 1/2"
3'-0 1/2"5'-5 1/2"3'-11 1/4"
3'
-
1
1
1
/
2
"3'-11 1/2"EQEQ4'-6 3/4"5'-5 1/2"2012022032042142152132092102112122072052082062'-0"MIN CLR2'-0"MIN CLR2'-0"MIN CLR3"M. WIC6'-9 1/4"3'-9 1/2"CLR.5'-4 1/4"3'-4"3'-8 3/4"3'-1"CLR.4" TYP.
U.N.O.8"3'-4 3/4"
CLR.3'-6"CLR.2 3/4"ROD & SHELFROD & SHELFROD & SHELFROD & SHELF(N) STAIR HANDRAIL HEIGHT ABOVE TREAD: MIN. 34 & MAX. 38"2'-0"2'-0"
1'-3"
MIN
1'-3"
MIN
1'-3"
MIN
1'-3"
MIN1'-3"
MIN
1'-3"
MIN
3'-11"
CLR.
ROD & SHELF
2A3.53'-5 1/4"3'-4 3/4"
1'-0"
4'-0"C WDWLC WDWLC WDWLC WDWL
C WDWL
C WDWL
C WDWLC WDW &STAIRL2'-4 3/4"4'-8 1/4"10'-5 1/4"42" HT.WALL6'-1 1/4"C WDWL
C WDWL
C WDWL 2'-6"MIN CLR2'-6"MIN CLRC DOOR& CLO.LC DOOR
& CLO.
L8'-6 1/4"7'-6 1/4"
8'-9 1/2"5'-3 1/2"SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A2.2SECONDFLOOR PLAN1/4"=1'-0"SECOND FLOOR PLAN1A2.2FLOOR PLAN NOTES:1.REFERENCE. SEE SHEET A2.1 FOR TYPICAL FLOOR PLAN NOTES. SEESHEET E2.1 FOR TYPICAL MECHANICAL, ELECTRICAL, AND PLUMBINGNOTES(N) 2x4 WALL WALL LEGEND: (E) WALL TO BE REMOVED(E) WALL (E)/(N) 1 HR. RATED WALL (E)/(N) 2X6 WALL(N) DOOR SYMBOL(N) WINDOW SYMBOL1101Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
(E) SLOPE
+/- 4.75:12
(N) SLOPE+/- 8:12(N) SLOPE+/- 4.75:12(E)/(N) LOW SLOPE ROOF(N) LOW SLOPE ROOF(N) LOW SLOPE ROOF(E) SLOPE+/- 4:12(E) SLOPE+/- 4:12(E) SLOPE
+/- 4.75:12
(E) SLOPE+/- 4:12(E) DS(E) DS(N)DS(N)DS(N)DS(N)DS(N)DS(N) SLOPE+/- 4.75:12(N) DS(N) SLOPE1/4":12(N) SLOPE1/4":12(N) SLOPE1/4":12(N) SLOPE1/4":12(N) SLOPE
1/4":12
(N) SLOPE
1/4":12
(N) SLOPE
1/4":12
(N) SLOPE
1/4":12
(N) SLOPE
1/4":12
(N) SLOPE
1/4":12 (N) SLOPE1/4":12(N) SLOPE
1/4":12
SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A2.3ROOF PLAN1/4"=1'-0"ROOF PLAN1A2.3ROOF PLAN NOTES:1.REFERENCE. SEE SHEET A2.1 FOR TYPICAL FLOOR PLAN NOTES. SEESHEET E2.1 FOR TYPICAL MECHANICAL, ELECTRICAL, AND PLUMBINGNOTESDocusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
8'-2 1/2"PLATE HEIGHT+104.50'FINISHED FLOOR+105.17'PLATE HEIGHT+133.37'FINISHED FLOOR+100.79'PLATE HEIGHT+109.00'8'-2 1/2"
7'-7"HATCH INDICATES WALLS TO BEREMOVED.21'-5"
23'-5 3/4"
(E) ROOF HEIGHT
FROM AVG. TOP OF CURBAVG. GRADE+96.78'4'-0"GARAGE FLOOR+96.92'AVG. TOP OF CURB+95.05'AVG. GRADE+96.78'FINISHED 1ST FLR. IS GREATER THAN 3'ABOVE AVERAGE FINISHED GRADE,THEREFORE THE DECLINING HT. ENVELOPEMAY START AT 14' (BMC FIG. 25.10-4)8'-2 1/2"PLATE HEIGHT+104.50'FINISHED FLOOR+105.17'PLATE HEIGHT+133.37'7'-7"(E) CLAY TILE ROOF, TYP.(N) PTD. GARAGE DOOR,DARK CHOCOLATE COLOR(N) PTD. TRELLIS, DARKCHOCOLATE COLORAPPLY (N) SMOOTH SANDEDSTUCCO OVER (E) TEXTUREDSTUCCO, TYP. BEIGE COLOR.(N) BEIGE COLORED STONETILED STEPS+30' HEIGHT LIMIT14'-0"
D
E
C
L
I
N
I
NG
H
E
IG
H
TENVELOPE
2ND FLR. SETBACK
7'-6"FINISHED FLOOR+100.79'PLATE HEIGHT+109.00'8'-2 1/2"
14'-0"
2ND FLR. SETBACK
7'-6"124GARAGE FLOOR+96.92'FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'22'-10"
(N) 24'-11"
ROOF HEIGHT
FROM AVG. TOP OF CURBAVG. TOP OF CURB+95.05'5'-9"AVG. GRADE+96.78'AVG. GRADE+96.78'4'-0"(N) DARK BRONZE WOOD CLADWINDOWS WITH SIMULATED TRUEDIVIDED LITES, TYP.SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A3.1EXTERIORELEVATIONS1/4"=1'-0"PROPOSED FRONT (NORTH) ELEVATION1A3.11/4"=1'-0"EXISTING FRONT (NORTH) ELEVATION2A3.1Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
8'-2 1/2"8'-0 1/2"PLATE HEIGHT+104.5'FINISHED FLOOR+105.17'FINISHED FLOOR+96.46'PLATE HEIGHT+133.37'REMOVE DOGGY DOORHATCH INDICATES WALLS TO BEREMOVED.8'-2 1/2"PLATE HEIGHT+104.5'FINISHED FLOOR+105.17'PLATE HEIGHT+133.37'FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'GARAGE FLOOR+96.92'7'-7"AREA OF (N) ADDITION(N) SMOOTH SANDED INTEGRALCOLOR STUCCO, TYP.BEIGE COLOR.APPLY (N) SMOOTH SANDEDSTUCCO OVER (E) TEXTUREDSTUCCO, TYP.BEIGE COLOR(E) CLAY TILE ROOF(N) CLAY TILE ROOFTO MATCH (E)(N) FLAT ROOF OVER RAISEDDECK3'-6"(N) PTD. METAL RAILING,DARK CHOCOLATE COLOR124.75124.75+30' HEIGHT LIMIT(N) DARK BRONZE WOOD CLADWINDOWS WITH SIMULATED TRUEDIVIDED LITES, TYP.SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A3.2EXTERIORELEVATIONS1/4"=1'-0"EXISTING LEFT (EAST) ELEVATION2A3.21/4"=1'-0"PROPOSED LEFT (EAST) ELEVATION1A3.2Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
8'-2 1/2"8'-0 1/2"PLATE HEIGHT+104.5'FINISHED FLOOR+105.17'FINISHED FLOOR+96.46'PLATE HEIGHT+133.37'FINISHED FLOOR+100.79'PLATE HEIGHT+109.00'8'-2 1/2"
3'-6 1/2"HATCH INDICATES WALLS TO BEREMOVED.21'-0 3/4"
21'-6"FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'AREA OF (N) ADDITION(E) CLAY TILE ROOF, TYP.(N) FLAT ROOF OVER RAISEDDECK(N) PTD. METAL RAILING,DARK CHOCOLATE COLORDECLINING HEIGHTENVELOPE2ND FLR. SETBACK
7'-6"
7'-6"
22'-6"
22'-11"+30' HEIGHT LIMIT14'-0"DECLINING HEIGHTENVELOPE2ND FLR. SETBACK
AVG. GRADE+96.78'14'-0"AVG. GRADE+96.78'(N) DARK BRONZE WOOD CLADWINDOWS WITH SIMULATED TRUEDIVIDED LITES, TYP.SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A3.3EXTERIORELEVATIONS1/4"=1'-0"PROPOSED BACK (SOUTH) ELEVATION1A3.31/4"=1'-0"EXISTING BACK (SOUTH) ELEVATION2A3.3Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
FINISHED FLOOR+100.79'PLATE HEIGHT+109.00'8'-2 1/2"HATCH INDICATES WALLS TO BEREMOVED.FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'FINISHED FLOOR+100.79'PLATE HEIGHT+109.00'8'-2 1/2"AREA OF (N) ADDITIONAPPLY (N) SMOOTH STUCCOOVER (E) TEXTUREDSTUCCO, TYP.BEIGE COLOR.(E) CLAY TILE ROOF, TYP.(N) SMOOTH SANDED INTEGRALCOLOR STUCCO, TYP.BEIGE COLOR.124.75124.75+30' HEIGHT LIMIT(N) DARK BRONZE WOOD CLADWINDOWS WITH SIMULATED TRUEDIVIDED LITES, TYP.SU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A3.4EXTERIORELEVATIONS1/4"=1'-0"EXISTING LEFT (EAST) ELEVATION2A3.41/4"=1'-0"PROPOSED LEFT (EAST) ELEVATION1A3.4Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1
GARAGEFAMILYBEDROOM 1BATH 2BEDROOM 2CLO.COVEREDPORCHCRAWL SPACE8'-2 1/2"PLATE HEIGHT+104.5'FINISHED FLOOR+105.17'PLATE HEIGHT+133.37'GARAGE FLOOR+96.92'7'-7"APPLY (N) SMOOTH SANDEDSTUCCO OVER(E) TEXTURED STUCCO, TYP. BEIGE COLOR(E) CLAY TILE ROOF(N) CLAY TILE ROOFTO MATCH (E)FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'(N) SMOOTH SANDED INTEGRALCOLOR STUCCO, TYP.BEIGE COLOR.(N) FLAT ROOF OVER RAISEDDECK(N) PTD. METAL RAILING,DARK CHOCOLATE COLORAREA OF (N) ADDITION8'-0"
8'-2"6'-11"
9'-0"
3'-5 1/4"(E) FOUNDATIONTO REMAIN(N) CRAWL SPACEATTICDININGBED 3GARAGE FLOOR+97.56'GARAGE6'-8" MIN. CLR.BATH+30' HEIGHT LIMITFINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'9'-0"PLATE HEIGHT+133.37'FINISHED FLOOR+100.79'PLATE HEIGHT+109.79'FINISHED FLOOR+110.69'8'-0"9'-0"PLATE HEIGHT+118.69'8'-0"
8'-2 1/2"1288'-0"(E) CRAWL SPACESU LEE RESIDENCE
1245 LAGUNA AVENUE
BURLINGAME, CA 94010
APN: 026-094-040 650.995.1360 | www.morris-arch.comJOB #:2411PLNG SUBMITTAL12.04.24All drawings and written materials contained hereinconstitute the original and unpublished work of theArchitect and the same may not be duplicated, used ordisclosed without the written consent of the Architect12 COZZOLINO CT | MILLBRAE, CA 94030PLNG SUBMITTAL2.04.24A3.5BUILDINGSECTIONS1/4"=1'-0"BUILDING SECTION AA1A3.5Docusign Envelope ID: 2A4107E0-DDA2-4D6B-BFAD-7C8CE7E2E8F1