HomeMy WebLinkAboutRESO - PC - 2025-09.08-7B
DSR25-0009
PC/09/08/2025
Page 1
CITY OF BURLINGAME
PLANNING COMMISSION RESOLUTION 2025-09.08-7B
APPROVING MAJOR DESIGN REVIEW AND SPECIAL PERMIT FOR
728 NEWHALL ROAD
PROJECT NO. DSR25-0009
WHEREAS, an application has been made by Behrooz Nemati, on behalf of Property Owner,
728 Newhall Rd LLC, for Major Design Review and Special Permit for plate height for a new, two-
story, single-unit dwelling and detached garage in the R-1 (Low Density Residential) zoning district.,
APN: 028-142-310; and
WHEREAS, on September 8, 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 September 8, 2025, the Planning Commission of the City of Burlingame
reviewed and considered a Categorical Exemption under Section 15303 (a) 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 15303 (a) of the CEQA Guidelines, which states construction of a limited
number of new, small facilities or structures including one single family residence, or a second dwelling
unit in a residential zone is exempt from environmental review. In urbanized areas, up to three single-
family residences may be constructed or converted under this exemption.
SECTION 2: City of Burlingame Municipal Code (BMC) authorizes the Planning Commission
to grant Major Design Review and Special Permit 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 proposed two-story, single-unit
dwelling 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 traditional elements such as a covered front porch, hip and gable roofs, articulated
massing, and proportional fenestration throughout, 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: 6C9A3E99-496F-48F8-A086-E2FCD77DF9FD
DSR25-0009
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3. Required Finding: 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, lot coverage, floor area ratio, building height, and
declining height envelope requirements.
SPECIAL PERMIT FINDINGS (BMC SECTION 25.78.020)
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 proposed dwelling are
consistent with the existing structure's design and with the well-defined character of the street
and neighborhood in that the articulated massing of the dwelling follows the natural slope of
the lot, the impact of the 10’-0” first floor plate height on the neighborhood character is reduced
given that there are existing two-story dwellings on either side of the project, and that the
massing is balanced with a second floor plate height of 8’-0”.
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 proposed new
structure are consistent with the street, and neighborhood in that the project's design
incorporates materials and transitional styling that is common throughout
the older and new homes in the neighborhood and that the proposed smooth stucco,
gable/hips, covered front porch and articulated massing align with the existing neighboring
structures.
3. The proposed project is consistent with the residential design guidelines adopted by the City;
and
The proposed project is consistent with the residential design guidelines adopted by the City
in that while the architectural style is modern, the proposed single-unit dwelling is
complimentary to the context of the other homes on the block in that it contains traditional
elements, such as a covered front porch, hip and gable roofs, articulated massing, and
proportional fenestration throughout. The proposed design will be integrated into the
neighborhood with the use of quality materials and architectural elements, including a
combination of smooth stucco (with and without control joints) and composite (simulated oak)
exterior siding and high quality aluminum windows.
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.
Six trees are proposed to be removed, two of which are protected and located near or with
the footprint of the attached accessory dwelling unit. A Protected Tree Removal Permit will be
required for the removal of any protected tree. Three new 24-inch box trees would be planted
on-site and therefore comply with the Urban Reforestation and Tree Protection ordinance
requirements.
Docusign Envelope ID: 6C9A3E99-496F-48F8-A086-E2FCD77DF9FD
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SECTION 3: The Planning Commission of the City of Burlingame after conducting the public
hearing HEREBY APPROVES DSR25-0009 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 August 5, 2025, sheets A0.0 through L-3;
2. that privacy landscape screening shall be installed along the entire length of the structure along
the right side property line between 728 and 724 Newhall Road; the applicant shall work with
the Parks Division to determine the appropriate evergreen species, size and spacing of the
privacy landscape screening; the project plans submitted for a building permit shall include the
privacy landscape screening on the landscape plans;
3. 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;
4. that any changes to the size or envelope of the first floor, which would include adding or
enlarging a dormer(s), shall require an amendment to this permit;
5. 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;
6. 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;
7. 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;
8. 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;
9. 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;
10. 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: 6C9A3E99-496F-48F8-A086-E2FCD77DF9FD
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THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
11. 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;
12. that prior to scheduling the foundation inspection, a licensed surveyor shall locate the property
corners, set the building footprint and certify the first-floor elevation of the new structure(s)
based on the elevation at the top of the form boards per the approved plans; this survey shall
be accepted by the City Engineer;
13. 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;
14. 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
15. 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 Permit 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 8th day of September 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 8th day of September 2025 by the following vote:
Secretary
Docusign Envelope ID: 6C9A3E99-496F-48F8-A086-E2FCD77DF9FD
Walker Shores
DSR25-0009
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Exhibits:
Exhibit A - Project Plans dated August 5, 2025
AYES: HORAN, LOWENTHAL, PFAFF, SHORES
NOES: NONE
RECUSED: NONE
ABSENT: SCHMID, TSE
Docusign Envelope ID: 6C9A3E99-496F-48F8-A086-E2FCD77DF9FD
32'-4"
73'-7"(2) Story New Single Family House728 NEWHALL RD, BULINGAME, CA 940102 07/31/2025 PLANNING
DATE
CONSULTANT
21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439
BNDS
02/20/2025
__________
BEHROOZ NEMATI
STRUCTUCTURE CONSULTANT
KH Associates LLC
6455 Almaden Expressway, Suite 207
San Jose, CA 95120
(408) 712-4868
kh_engineers@yahoo.com
728 NEWHALL RD.BURLINGAME CA 94010A3.1A ELEVATION COMPARISON
(2 ALTERNATIVEA PROPOSED)
A3.1B ELEVATION COMPARISON
A3.1 ELEVATION COMPARISON
T-1APN: 028-142-310
CITY OF BURLINGAMESMP ENGINEERS728 NEWHALL RD.
BURLINGAME, CA 94010
BASIS OF BEARINGS:
NOTE:
DISCLAIMER:
SITE BENCHMARK:
NOTES:
LEGEND
TOPOGRAPHIC SURVEY MAP
PRELIMINARY BOUNDARY AND
_____________
re)
BEHROOZ NEMATI
THESE GENERAL NOTES SHALL APPLY TO ALL WORK & ALL ARCH. DWGS. IN THIS SET. THEY SHALL EXTEND TO INCLUDE ANYCHANGES TO, & ADDITIONS OR DELETION OF SCOPE WORK AGREED TO DURING THE COURSE OF THE WORK WHERE APPLICABLE.BIDDING - NOT USED.OWNERSHIP OF CONTRACT DOCUMENTS1. Q ARCHITECTS IS THE AUTHOR & OWNER OF ITS INSTRUMENT OF SERVICE INCLUDING THIS SET OF DWGS & SPECIFICATIONS. QARCHITECTS RETAINS ALL COMMON LAW, STATUTORY & OTHER RESERVED RIGHTS, INCLUDING COPY RIGHTS TO THISINSTRUMENT OF SERVICE. THEREFORE, THIS DWG. SET SHALL NOT BE REPRODUCED, DISCLOSED OR USED IN ANY WAYWITHOUT THE WRITTEN CONSENT OF Q ARCHITECTS.2. CONTRACTOR, SUB-CONTRACTORS & SUPPLIERS ARE AUTHORIZED TO USE & REPRODUCE THIS INSTRUMENT OF SERVICESOLELY & EXCLUSIVELY FOR THE EXECUTION OF THE WORK. ALL COPIES MADE UNDER THIS AUTHORIZATION SHALL BEAR THECOPYRIGHT NOTICE, IF ANY, SHOWN ON THE INSTRUMENT OF SERVICE. THE CONTRACTORS, SUB-CONTRACTORS &, SUPPLIERSMAY NOT USE THE INSTRUMENT OF SERVICE ON OTHER PROJECTS OR FOR ANY ADDITIONS TO THE PROJECT OUTSIDE OF THESCOPE OF WORK WITHOUT THE SPECIFIC WRITTEN CONSENT OF THE ARCHITECTS.CONTRACT DOCUMENTS, FIELD CONDITIONS & WORK1. ALL CONTRACT DOCUMENTS INCLUDING DWGS. & SPECIFICATIONS SHALL BE USED IN CONCERT W/ EACH OTHER. THECONTRACTOR, SUBCONTRACTORS & MATERIAL SUPPLIERS SHALL REFER TO THE DWGS. & SPECIFICATIONS AS A WHOLE WHENDETERMINING THE CONSTRUCTION REQUIREMENTS FOR THE WORK.2. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING THE EXTENT, NATURE & SCOPE OF WORK DESCRIBED IN THE CONTRACTDOCUMENTS. IF THE CONTRACTOR DISCOVERS ANY DISCREPANCIES BETWEEN THESE DOCUMENTS, THE CONTRACTOR SHALLPROMPTLY NOTIFY THE ARCHITECT IN WRITING FOR ANY CLARIFICATIONS, CORRECTIONS OR ADJUSTMENTS. NO ALLOWANCESHALL BE MADE FOR INCREASED COSTS INCURRED DUE TO LACK OF PROPER COORDINATION.3. THE CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR & MATERIALS NECESSARY TO EXECUTE ALL WORK AS SHOWN ONTHE DWGS. W/ THE EXCEPTION OF THOSE ITEMS AS NOTED AS SEPARATE CONTRACT (N.I.C.). HE SHALL BE RESPONSIBLE FORCOORDINATING THIS WORK W/ THAT OF ALL TRADES, INCLUDING TRADES OPERATING UNDER SEPARATE CONTRACT W/ THEOWNER.4. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DWGS. & WHERE APPLICABLE - SPECIFICATIONS, TO ALL TRADESUNDER HIS SUPERVISION. AFTER THE EXECUTION OF THE CONSTRUCTION CONTRACT W/ THE OWNER, THE AWARDEDCONTRACTOR SHALL RECEIVE THE COMPLETE SET OF DOCUMENTS AS "ISSUED FOR CONSTRUCTION".5. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL (E) CONDITIONS &DIMENSIONS IN THE FIELD, INCLUDING ALL GOVERNING DIMENSIONS AT THE BUILDING. THE CONTRACTOR SHALL EXAMINEALL ADJOINING WORK OR AREAS UPON WHICH THE PERFORMANCE OF HIS WORK IS IN ANY WAY DEPENDANT.6. THE CONTRACTOR SHALL PROMPTLY & BEFORE THE COMMENCEMENT OF THE AFFECTED WORK, NOTIFY THE ARCHITECT OFANY ERRORS, OMISSIONS OR INCONSISTENCIES IN THE CONTRACT DOCUMENTS, ANY DIFFERENCES BETWEEN FIELDMEASUREMENTS OR CONDITIONS & THE CONTRACT DOCUMENTS, OR FOR NON-CONFORMITIES OF THE CONTRACTDOCUMENTS TO APPLICABLE LAWS, STATUTES, ORDINANCES, CODES, RULES AND REGULATIONS, & LAWFUL ORDERS OFPUBLIC OFFICIALS.7. THE CONTRACTOR SHALL REQUEST FOR ANY REQUIRED INFORMATION THAT IS NOT SHOWN ON THE DRAWINGS OR OTHERCONTRACT DOCUMENTS FROM THE ARCHITECT PRIOR TO BID OR COMMENCEMENT OF ANY WORK.8. THE CONTRACTOR SHALL PROVIDE COMPLETE WORK. ANY OMISSION IN CONTRACT DOCUMENT INCLUDING NOTES &ILLUSTRATION ON THE DWGS. SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF SUCH RESPONSIBILITIES AS AREIMPLIED BY THE SCOPE OF THEIR WORK EXCEPT FOR ITEMS SPECIFICALLY NOTED IN THE CONTRACT DOCUMENTS.9. ANY WORK PERFORMED IN CONFLICT W/ ANY PART OF THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENTS SHALL BECORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE AND AT NO EXPENSE TO THE OWNER OR ARCHITECT.PERMIT FEES, NOTICES, & COMPLIANCE W/ THE LAWS & INDUSTRY STANDARDS1. THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE W/ THE CALIFORNIA CODE OF REGULATIONS (TITLEDOCUMENTS), & ALL OTHER LOCAL CODES & ORDINANCES OF THE GOVERNING AUTHORITY HAVING JURISDICTION & ASIDENTIFIED UNDER APPLICABLE CODES ON SHEET A0.0 COVER SHEET. ALL WORK SHALL ALSO CONFORM TO ALL APPLICABLECITY, COUNTY, STATE, FEDERAL CONSTRUCTION SAFETY & SANITARY LAWS, CODES, STATUES & ORDINANCES. THECONTRACTOR SHALL REPORT PROMPTLY ANY DISCREPANCIES, VARIATIONS OR OMISSIONS IN THE CONTACT DOCUMENTS TOTHE ARCHITECT.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FEES & SECURING ALL REQUIRED PERMITS, LICENSES, NOTICES &INSPECTIONS AS REQUIRED BY GOVERNMENT AGENCIES FOR THE PROPER EXECUTION& COMPLETION OF THE WORK AFTERTHE EXECUTION OF THE CONTRACT & LEGALLY REQUIRED AT THE TIME BIDS ARE RECEIVED OR NEGOTIATIONS CONCLUDED.3. THE CONTRACTOR SHALL COMPLY W/ & GIVE NOTICES REQUIRED BY APPLICABLE LAWS, STATUES, ORDINANCES, CODES, RULES& REGULATIONS, OR LAWFUL ORDERS OF PUBLIC AUTHORITIES APPLICABLE TO PERFORMANCE OF THE WORK.4. IF THE CONTRACTOR PERFORMS WORK KNOWING IT TO BE CONTRARY TO APPLICABLE LAWS, STATUTES, ORDINANCES, CODES,RULES & REGULATIONS, OR LAWFUL ORDERS OF PUBLIC AUTHORITIES, THE CONTRACTOR SHALL ASSUME APPROPRIATERESPONSIBILITY FOR SUCH WORK & SHALL BEAR THE COSTS ATTRIBUTABLE TO CORRECTION.5. THE CONTRACTOR SHALL COMPLY W/ THE RULES & REGULATIONS OF THE CITY GOVERNING THE WORK TO AVOID CONFLICT& INTERFERENCE WITH NORMAL OPERATIONS, IN TERMS OF PERMITTED HOURS FOR DEMOLITION & CONSTRUCTION INADDITION TO THE MANNER OF HANDLING CONSTRUCTION MATERIALS, EQUIPMENT & DEBRIS.6. ALL WORK SHALL BE PERFORMED BY SKILLED & QUALIFIED CONTRACTORS & IN ACCORDANCE W/ THE HIGHEST STANDARDSOF QUALITY & BEST PRACTICES OF EACH TRADES & FOR THE RELEVANT WORK IN GENERAL.SUPERVISION & CONSTRUCTION PROCEDURES1. THE CONTRACTOR SHALL BE SOLELY & COMPLETELY RESPONSIBLE FOR, & HAVE CONTROL OVER CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES & PROCEDURES, & FOR COORDINATING ALL PORTIONS OF THE WORKS UNDER THECONTRACT.2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF COMPLETED WORK TO DETERMINE THAT SUCHPORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK.3. THE CONTRACTOR MUST FIELD VERIFY ALL MEASUREMENTS PRIOR TO ORDERING, FABRICATION OR INSTALLATION OF ANYPORTIONS OF THE WORK. NOTIFY ARCHITECT IN WRITING OF ANY DISCREPANCIES PRIOR TO COMMENCEMENT OF THE WORK.4. THE CONTRACTOR SHALL ESTABLISH THE LOCATIONS OF (N) WALL LAYOUTS IN THE FIELD IN CHALK LINE OR TAPE ASAPPROPRIATE. THE CONTRACTOR SHALL WALK THE ENTIRE PROJECT AREA W/ THE TENANT (IF ANY) OR OWNER & /OR THEARCHITECT TO CONFIRM THE SIZE, SHAPE, & PLACEMENT OF ALL NEW ROOMS & AREAS WHERE OCCUR; FOR THE TENANT'S (IFANY) & THE OWNER'S APPROVAL PRIOR TO FRAMING ANY NEW WALL. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IFTHE TENANT REQUESTS FOR ANY CHANGES TO THE APPROVED NEW WALL LAYOUT.WARRANTY - NOT USED.CONTRACTOR'S CONSTRUCTION & SUBMITTAL SCHEDULES - NOT USED.SHOP DRAWINGS, PRODUCT DATA & SAMPLES - NOT USEDCUTTING / FITTING / PATCHING / CHASING / DRILLING / DEMOLISHING - NOT USED.CLEAN-UP - NOT USED.PREMISES AND PROTECTION OF PERSONS AND PROPERTY1. THE CONTRACTOR SHALL BE SOLELY & COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF PREMISE ON WHICH THE WORK ISPERFORMED & FOR THE SAFETY OF ALL PERSONS & PROPERTY ON THE PREMISE DURING THE PERFORMANCE OF THECONTRACT. THIS REQUIREMENT SHALL NOT BE LIMITED TO NORMAL WORKING HOURS, BUT SHALL APPLY CONTINUOUSLY.2. THE CONTRACTOR SHALL EXERCISE UTMOST CARE TO ENSURE THAT THE PREMISE SHALL BE PROTECTED FROM DAMAGE THATMAY OCCUR DUE TO THIS WORK. THE CONTRACTOR SHALL PROVIDE PROTECTION TO ALL (E) WORK, ALL MATERIALS (E) ONTHE PREMISE & (N) WORK AREAS. ANY DAMAGE DUE TO THIS WORK SHALL BE REPAIRED, REPLACED OR PATCHED AT THEDISCRETION OF THE OWNER. THE CONTRACTOR SHALL BEAR FINANCIAL RESPONSIBILITY FOR SUCH DAMAGE & ANY SUCHWORK UNDERTAKEN TO RECTIFY IT.3. THE CONTRACTOR SHALL MAINTAIN PROTECTION FOR ALL TRAFFIC AREAS OF THE PREMISE TO BE USED DURING THEPERFORMANCE OF THE WORK. THE CONTRACTOR SHALL RECTIFY ANY DAMAGE CAUSED BY HIS OPERATIONS.HAZARDOUS MATERIALS & SUBSTANCE1. THE CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE W/ ANY REQUIREMENTS INCLUDED IN THE CONTRACT DOCUMENTSREGARDING HAZARDOUS MATERIALS OR SUBSTANCE.2. THE CONTRACTOR SHALL REPORT TO THE OWNER & ARCHITECT IN WRITING OF ANY MATERIALS SUSPECTED OF CONTAININGHAZARDOUS THAT ARE DISCOVERED DURING THE PROGRESS OF THE WORK. WORK IN THAT PARTICULAR AREA SHALL BESUSPENDED IMMEDIATELY UNTIL THE OWNER TESTS THE SUSPECT MATERIAL & IT IS FOUND TO BE SAFE, OR THE MATERIAL HASBEEN PROPERLY ABATED.TIME & LABOR - NOT USED.SUBSTITUTION - NOT USED.COMPLETED WORK, WORKMANSHIP & INSTALLATION - NOT USED.SUBSTANTIAL & FINAL COMPLETIONS - NOT USED.GENERAL NOTES1. VERIFY & COORDINATE DEMOLITION WORK W/ OTHER WORK CONTAINED IN THE CONTRACT DOCUMENTS (I.E. OTHER ARCH.,STRUCT., MECH., ELECT. & PLUMB. DWGS. & SPECIFICATIONS INCLUDED IN THIS PROJECT). REPORT ANY DISCREPANCIES TO THEARCHITECT IMMEDIATELY.2. NOT USED.3. REMOVE WALLS, DOORS, FRAMES, FINISHES & ACCESSORIES AS NOTED OR SHOWN. REFER TO OTHER DISCIPLINES' DWGS. &SPECIFICATIONS FOR ADDITIONAL DEMOLITION INFORMATION.4. (E) UTILITY & SUPPORT SERVICES SHALL REMAIN AT ADJACENT AREAS UNLESS & COORDINATED & APPROVED BY THE OWNER.REROUTE & RELOCATE AS NECESSARY TO MAINTAIN SERVICES.5. NOT USED.6. NOT USED.7. ACCESS TO REQUIRED (E) EXIT WAYS & EXITS SHALL REMAIN CLEAR & UNOBSTRUCTED AT ALL TIMES.8. CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES OR PARTITIONS AS REQUIRED TO PERFORM SCHEDULE WORK.9. CONTRACTOR SHALL VERIFY (E) SERVICES TO REMAIN OR TO BE RELOCATED PRIOR TO ANY REMOVAL.10. (E) ITEMS TO REMAIN, TO INCLUDE BUT NOT LIMITED TO FINISHES, ACCESSORIES, FIXTURES, ETC., SHALL BE PROTECTED ASNECESSARY DURING CONSTRUCTION. ANY AREA DAMAGED DURING THE DEMOLITION WORK BY THE CONTRACTOR SHALL BERESTORED TO ACHIEVE (E) PREVIOUS CONDITION WITHOUT ANY NOTICEABLE DIFFERENCES TO (E) ADJACENT MATERIALS AT NOADDITIONAL EXPENSE TO THE OWNER.DEMOLITION NOTESCONSTRUCTION NOTES1. ALL DIMENSIONS SHOWN ARE TAKEN TO THE FACE OF STUDS, U.O.N.2. ± DIMENSIONS INDICATES LEAST CRITICAL DIMENSIONS. DETERMINE ACTUAL VALUE IN FIELD & NOTIFY ARCHITECT.3. DIMENSIONS AT STRUCT.L GRID COLUMNS ARE TAKEN TO THE CENTERLINE OF THE COLUMN, U.O.N.4. DO NOT SCALE ANY DIMENSIONS. DIMENSIONS AS SHOWN SHALL GOVERN. DETAILS SHALL GOVERN OVER PLANS &ELEVATIONS. LARGE SCALE DRAWINGS SHALL GOVERN OVER SMALL SCALE DRAWINGS. REPORT ANY DISCREPANCIES TO THEARCHITECT PRIOR TO THE COMMENCEMENT OF WORK.9. REFER TO THE ARCH. & ENGINEERING DWGS. FOR PLACEMENT, ORIENTATION & COORDINATION OF WORK.10. WHERE 'ALIGN' IS NOTED, ALIGN FINISH SURFACES.11. "SIMILAR" OR "SIM" MEANS COMPARABLE CHARACTERISTICS FOR ITEMS NOTED. VERIFY DIMENSIONS & ORIENTATION ONPLAN.12. NOTATION MARKED 'TYP' SHALL BE CONSISTENT THROUGHOUT ALL SUCH REFERENCE NOMENCLATURE, SYMBOLS & DWGS.INDICATIONS OF LIKE OR SIMILAR KIND.13. ALL DIMENSIONS ARE TO BE EXACT WITHIN 1/4" ALONG FULL HEIGHT & FULL WIDTH OF WALLS. CONTRACTOR SHALL NOTADJUST ANY DIMENSIONS MARKED "CLEAR" OR "CLR" WITHOUT WRITTEN INSTRUCTION FROM THE ARCHITECT.14. ALL DOORS ADJACENT TO WALLS ARE GIVEN AS 5" FROM THE FACE OF JAMB TO THE FACE OF FINISH OF ADJACENT WALL,TYP., U.O.N.15. ALL FIRE-RATED EQUIPMENT & ASSEMBLIES WHERE REQUIRED, SHALL BEAR THE "UL" LABEL.16. CONTRACTOR SHALL COORDINATE INSTALLATION OF N.I.C. ITEMS W/ OTHER TRADES.17. (E) WORK SHOWN IS FOR REFERENCE ONLY. THE OWNER / ARCHITECT DO NOT GUARANTEE (E) CONDITIONS AS SHOWN ONTHESE DWGS.18. KEYNOTES USED ON THIS SET OF ARCH. DWGS. ARE FOR ASSEMBLIES, MATERIALS REFERENCES & NOTES. REFER TO THEKEYNOTE LISTS ON THE RESPECTIVE DWGS. FOR THE INFORMATION WHICH RELATES TO EACH KEYNOTE.19. PROVIDE SOLID BACKING FOR ALL WALL MOUNTED EQUIPMENT & OR ACCESSORIES WHERE REQUIRED. EXACT LOCATION TOBE DETERMINED PER EQUIPMENT / ACCESSORIES. CONTRACTOR TO FIELD VERIFY, COORDINATE & OBTAIN APPROVAL FROMARCHITECT & TENANT / OWNER PRIOR TO CONSTRUCTION. SEE STRUCT. DWGS. FOR ALL SEISMIC ANCHORAGE &ASSOCIATED STRUCT. WORK WHERE OCCURS.20.PENETRATION:A. THRU PENETRATION IN 1 HR. FIRE-RATED PARTITION / WALL ASSEMBLY SHALL BE INSTALLED PER 2019 C.B.C. 714.3.1.1. &PROTECTED BY AN APPROVED PENETRATION FIRE STOP SYSTEM W/ F RATING OF NOT LESS THAN THE REQUIREDFIRE-RESISTANCE RATING OF THE PARTITION PENETRATED (2019 C.B.C. 714.3.1.2.) MEMBRANE PENETRATION AT PARTITIONSHALL COMPLY W/ 2019 C.B.C. 714.3.2. SEE ELECT. & PLUMB. DWG. FOR PIPE, CONDUITS, CABLES, ETC. PENETRATIONS.B. NOT USED.C. DUCT PENETRATION THRU (1) HR. FIRE-RATED PARTITION / WALL SHALL BE PROTECTED W/ 1-1/2" HR. FIRE-RATED (UL-555)FIRE DAMPER (2019 C.B.C. 717.5.4). SEE MECH. DWG.D. NOT USED.E. FIRE CAULK ALL JOINTS AT THRU & MEMBRANE PENETRATIONS AT ALL FIRE-RATED WALL, ROOF - CEILING & FLOORASSEMBLIES.REFLECTED CEILING PLAN NOTES1. CONTRACTOR SHALL COORDINATE W/ ALL TRADES INVOLVED & OR PREPARE COMPOSITE SHOP DWGS. TO ENSURECLEARANCES FOR FIXTURE, DUCTS, CEILINGS, ETC. NECESSARY TO MAINTAIN THE SPECIFIED FINISH CEILING HEIGHT ABOVETHE FINISH FLOOR SLAB AS NOTED ON THE DWGS. CLARIFY CONFLICTS W/ ARCHITECT, & MECH. & ELECT. ENGINEERS. CEILINGGRID FRAMING CHANGES DUE TO CEILING CONFLICTS WILL NOT BE ACCEPTED.2. NOT USED.3. NOT USED.4. ALL EQUIP. INCLUDING LIGHT FIXTURES, LENSES, ETC., SHALL BE (N) & FREE OF DEFECTS. ANY & ALL DAMAGED, DENTED ORDEFECTIVE EQUIP., WHETHER IT BE BUILDING STANDARD OR SPECIAL ORDER, WILL BE REJECTED & REPLACED AT NOADDITIONAL COST TO THE OWNER.5. ALL SWITCHES SHALL BE 48" ABOVE FINISHED FLOOR U.O.N. ON THE PLANS. ALL HEIGHTS ARE GIVEN FROM TOP OR ROUGHFLOOR TO CENTERLINE OF COVER PLATE, MOUNTED VERTICALLY. WHEN MORE THAN ONE SWITCH IS SHOWN AT THE SAMELOCATION, THEY SHALL BE GANGED, & FINISHED W/ A ONE PIECE COVER PLATE.6. NOT USED.7. NOT USED.8. ALL LIGHT SWITCHING SHALL CONFORM TO TITLE 24 REQUIREMENTS. SEE ELECT. DWGS.9. CONTRACTOR TO PROVIDE APPROPRIATE SUSPENSION SYSTEM FOR INTEGRATION OF FIXTURE & SUPPORT MEMBER.10. ELECT., MECH. & PLUMB. SYSTEM (LIGHTING, SWITCHING, ETC.) SHALL CONFORM TO APPLICABLE CODES.11. ELECT. CONTRACTOR SHALL FURNISH & INSTALL ALL FIXTURES, ASSOCIATED TRIMS & LIGHT FIXTURE.12. DESIGN-BUILD SUBCONTRACTORS SHALL BE RESPONSIBLE FOR PREPARING DWGS., CALCULATIONS & /OR DOCUMENTATIONAS REQUIRED.ABBREVIATIONSA.B. ANCHOR BOLTA.C. ASPHALT CONCRETEA/C AIR CONDITIONINGA.F.F. ABOVE FINISH FLOORA.T. ACOUSTIC TILEADJ. ADJUSTABLEA.F.S. AUTOMATIC FIRE SPRINKLERALUM. ALUMINUM& AND∠ANGLEANOD. ANODIZEDAPPROX. APPROXIMATELYARCH. ARCHITECTURALASPH. ASPHALT@ ATBD. BOARDBLDG. BUILDINGBLKG. BLOCKINGBM. BEAMB.O. BOTTOM OFB.O.J. BOTTOM OF JOISTSBOTT. BOTTOMB.U. BUILT-UPCAB. CABINETCAD. PL. CADMIUM PLATEDC.A. CATCH BASINC.B. CHALKBOARDC.D. CUP DISPENSERCEM. CEMENTCER. CERAMICC.F.C.I CONTRACTOR FURNISHED,CONTRACTOR INSTALLEDC.G. CORNER GUARDCHANNELC.I. CAST IRONC.J. CONSTRUCTION JOINT℄ OR C.L. CENTERLINECL. CLEARCLG. CEILINGC.M.U. CONCRETE MASONRY UNITC.O. CLEAN OUTCOL. COLUMNCOMP. COMPOSITIONCONC. CONCRETECONN. CONNECTIONCONT. CONTINUOUSCONTR. CONTRACTORC..T.G. CLEAN OUT TO GRADECSK. COUNTERSUNKC.W. COLD WATERDET. DETAILD.F. DOUGLAS FIRD.F. DRINKING FOUNTAINDIA. OR ∅ DIAMETERDIM. DIMENSIONDN. DOWNDR. DOORD.S. DOWNSPOUTDWGS. DRAWINGSEA. EACHE.J. EXPANSION JOINTELECT. ELECTRICALELEV. ELEVATIONENAM. ENAMELENCL. ENCLOSUREE.P.B. ELECTRIC PANEL BOARDEQ. EQUALEQUIP. EQUIPMENTETC ETCETRA.E.W.A. ELECTRIC WATER COOLERE.W.H. ELECTRIC WATER HEATEREXH. EXHAUSTEXIST. or (E) EXISTINGEXT. EXTERIORF.A. FIRE ALARMF.R. FIRE RETARDANTF.B. FLAT BARFBRGL. FIBERGLASSF.D. FLOOR DRAINFDN. FOUNDATIONF.A. FIRE EXTINGUISHERF.A.C. FIRE EXTINGUISHER CABINETF.H. FIRE HYDRANTF.H. FLAT HEADF.H.C. FIRE HOSE CABINETFIN. FINISHFL. FLOORF.O. FINISHED OPENINGF.O. FACE OFF.O.C. FACE OF CONCRETEF.O.F. FACE OF FINISHF.O.M. FACE OF MASONRYF.O.S. FACE OF STUDF.S. FLOOR SINKFTG. FOOTINGFRP FIBERGLASS REINFORCEDPLASTICGA. GAUGEGALV. GALVANIZEDG.I. GALVANIZED IRONGRD. GROUND OR GRADEG.S.F. GROSS SQUARE FEETG.V. GATE VALVEG.F.R.C. GLASS FIBER REINFORCEDCONCRETEG.F.C.B. GATE VALVE IN CONCRETEBOXGYP. GYPSUMHDR. HEADER HARDWOODHDWD. HARDWOODHDWR. HARDWAREH.M. HOLLOW METALHORIZ. HORIZONTALH.P. HIGH POINTHR. HOURH.R.C. HOSE REEL CABINETH.S.B. HIGH STRENGTH BOLTHT. HEIGHTH.T.D. HANDICAP TOWELDISPENSERHTG. HEATINGH.W. HOT WATERH.W.D. HOT WATER DISPENSERI.D. INSIDE DIAMETERINC. INCLUDINGINV. INVERTINSUL. INSULATIONI.S. INSIDEINT. INTERIORJAN. JANITORJ.B. JUNCTION BOX.JT. JOINTKIT. KITCHENK.O. KNOCK-OUTK.P. KICK PLATELAM. LAMINATELAV. LAVATORYLKR. LOCKERL.P. LOW POINTL.S.D. LIQUID SOAP DISPENSERLT. LIGHTMACH. MACHINEMAT. MATERIALMAX. MAXIMUMM.B. MACHINE BOLTMECH. MECHANICALMEMB. MEMBRANEMET. METALMFR. MANUFACTURERM.H. MANHOLEM.S. MACHINE SCREWMULL. MULLION(N) NEWN.I.C. NOT IN CONTRACTN.I.F. NET SQUARE FEETN.T.S. NOT TO SCALEO/ OVERO.C. ON CENTERO.D. OUTSIDE DIAMETERO.D. OVERFLOW DRAINO.F.C.I. OWNER FURNISHED,CONTRACTOR INSTALLEDOFF. OFFICEO.H. OVERHEADOPNG. OPENINGOPP. OPPOSITEP.A. PUBLIC ADDRESSP.B. PANIC BARP.D.F. POWDER DRIVE FASTENERP.H. PHILLIPS HEAD⅊PLATEPL. PROPERTY LINEPLAS. PLASTERP.LAM. PLASTIC LAMINATEPLYWD. PLYWOODPNL. PANELPOL. POLISHEDPORC. PORCELAINPR. PAIRP.S.D. POWDER SOAP DISPENSERPT. POINTP.T.D. PAPER TOWEL DISPENSERPTN. PARTITIONP.V.C. POLYVINYL CHLORIDEQ.T. QUARRY TILE(R) RELOCATEDR. RISERSR.A. RETURN AIRRAD. RADIUSR.C.P. REINFORCED CONCRETEPIPERD. ROUNDR.D. ROOF DRAINREC. RECESSEDREF. REFERENCEREINF. REINFORCEDREQ. REQUIREDRESIL. RESILIENTR.H. ROUND HEADR.H. ROBE HOOKRM. ROOMRO. ROUGHR.O. ROUGH OPENINGR/W RIGHT OF WAYRWD. REDWOODR.W.L. RAIN WATER LEADERS.C.D. SEAT COVER DISPENSERS.D. STORM DRAINSECT. SECTIONS.F. SQUARE FOOT / FEETSHT. SHEETSHTHG. SHEATHINGSHLV. SHELVE(S)SIM. SIMILARSK. SINK OR SKETCHS.M. SHEET METALS.M.D. SEE MECHANICALDRAWINGSS.M.S. SHEET METAL SCREWS.N.D. SANITARY NAPKIN DISPOSALS.N.V. SANITARY NAPKIN VENDORS.O.V. SHUT OFF VALVES.P.D. SEE PLUMBING DRAWINGSSPECS. SPECIFICATIONSSQ. SQUARES.S. SERVICE SINKS.S. STAINLESS STEELS.S.D. SEE STRUCTURAL DRAWINGSSTD. STANDARDSTL. STEELSTN. STAINSTOR. STORAGESTRUCT. STRUCTURALSUSP. SUSPENDEDT & B TOP AND BOTTOMT.B. TOWEL BART.D. TOWEL DISPENSERT.D.D. TOWEL DISPENSER &DISPOSALTEL. TELEPHONET & G TONGUE AND GROOVET.O. TOP OFT.O.S. TOP OF SLABT.O.W. TOP OF WALLT.P. TOILET PAPERTRD. TREADTYP. TYPICALU.L. UNDERWRITERSLABORATORYUNF. UNFINISHEDU.O.N. UNLESS OTHERWISE NOTEDUR. URINALV.C.P. VITREOUS CLAY PIPEV.C.T. VINYL COMPOSITION TILEVERT. VERTICALV.I.F. VERIFY IN FIELDW.B. WASTE BASKETW/ WITHWAINS. WAINSCOTWD. WOODW.P. WORK POINTW.P. WATERPROOFW.R. WATER RESISTANTW.R. WASTE RECEPTACLEW.S. WEATHER STRIPPINGW.S. WOOD SCREWW.W. WINDOW WALLW.W.F. WELDED WIRE FABRICFINISH NOTESFLAME SPREAD1. MAX. FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH MATERIALS MUST COMPLY W/ 2019C.B.C. CHAPTER 8.2. MAX. FLAME SPREAD CLASSIFICATION OF EXTERIOR FINISH MATERIALS MUST COMPLY W/ 2019C.B.C. CHAPTER 14.FLOORING, WOOD, COATINGS & THERMAL INSULATION:1. CARPET HAS A FIRM CUSHION AND A MAX. PILE HEIGHT OF 1/2". CARPET IS TO BE SECURELYATTACHED PER 2019 C.B.C. 1119A.2.CARPET, & CARPET SYSTEMS WHERE OCCURS SHALL COMPLY W/ VOC & OTHER TOXICCOMPOUND LIMITS (CEnC 4.504.3).2.80% OF FLOOR AREA RECEIVING RESILIENT FLOORING WHERE OCCURS, SHALL COMPLY W/ THEVOC EMISSION LIMITS DEFINED IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS(CHPS), HIGH PERFORMANCE PRODUCTS DATABASE OR BE CERTIFIED UNDER THE RESILIENTFLOOR COVERING INSTITUTE (FRCI) FLOOR SCORE PROGRAM, OR MEET CALIFORNIA DEPT. OFHEALTH PUBLIC SPEC. 01350. (CEnC 4.504.4).3. FINSH MATERIALS, I.E. ADHESIVE, SEALANTS, CAULKS, PAINTS & COATINGS WHERE OCCURS,SHALL BE COMPLIANT W/ VOC LIMITS (CEnC 4.504.2).4. AEROSAL PAINTS & COATINGS WHERE OCCURS, SHALL BE COMPLIANT W/ PRODUCT WEIGHTEDMIR LIMITS FOR ROC & OTHER TOXIC COMPOUNDS (CEnC 4.504.2.3)5. USE LOW VOC, WATER BASED WOOD FINISHES (CEnC 4.504.2.2).6. USE SOLVENT FREE ADHESIVES. (CEnC 4.504.2.1)7. USE LOW VOC, FORMALDEHYDE-FREE COMPOSITE WOOD MATERIALS, PARTICLE BOARD & MDF(CEnC 4.504.5).8. CHECK MOISTURE CONTENT MATERIALS FOR WALLS & FLOORS BEFORE ENCLOSURE (CEnC4.505.3).9. THERMAL INSULATION SHALL COMPLIES W/ VOC LIMITS. SEEhttps://www.arb.ca.gov/drdb/ba/cur.html.SHOWER / SHOWER TUB / TUB WALLS1. SHOWER &/ OR SHOWER/ TUB WALLS SHALL HAVE A SMOOTH, HARD, NONABSORBENT SURFACE,E.G. CERAMIC TILE, FIBERGLASS, ETC. O/ A MOISTURE RESISTANT UNDERLAYMENT, EG. WATERRESISTANT GYP. BD., GREEN BD., ETC. TO A HEIGHT OF 72" ABOVE THE FLOOR / DRAIN INLET (2019C.R.C. R207.2 & R302.6)#/A5.XXA.X1XA.XXA-XABCDSECTION CUTDIRECTIONWXX#AWALL LOCATIONWALL TYPESEE SHEET A8.X WALL DETAILSOFFICE100ROOM NO.R2.11491:2002AREA (S.F.)OCCUPANT LOAD FACTORNUMBER OF OCCUPANTS1REVISION NUMBER.(SEE DESCRIPTION BLOCKON EA. SHEET FOR REVISIONDATE & DESCRIPTION)DOORDOOR NO.DOOR FRAMESEE SHEET A6.X DOOR SCHEDULEWINDOW & FRAMEWINDOW NUMBERSEE SHEET A6.X WINDOW SCHEDULE+0'-0"FIRST FLELEVATION HEIGHTOCCUPANCY CLASSIFICATIONLEADERKEYNOTEAGRIDLINE LETTERGRIDLINE NUMBERREVISIONCLOUDVIEW NO.SHEET NO. WHEREELEVATION IS DRAWNSECTION NO.SHEET NO. WHERESECTION IS DRAWNVIEW LETTERELEVATION NO.SHEET NO. WHEREELEVATION IS DRAWNDETAIL NO.SHEET NO. WHEREELEVATION IS DRAWNPL3TYPXA.XVIEWDIRECTIONVIEWDIRECTION+10'-0"SEE REFLECTED CEILINGPLAN SHEETSEE SHEET A1.X EXITING PLANSEE FINISH PLAN AND EXTERIORELEVATION SHEETVIEW DIRECTIONSHEET NO. WHEREELEVATION IS DRAWNGRIDLINESECTIONEXTERIOR ELEVATIONINTERIOR ELEVATIONINTERIOR ELEVATIONDETAILDRAWING REVISIONDATUM POINTREFERENCESURFACE / AXISLOCATIONDOORCEILING HEIGHTROOM NAMEWINDOWWALL TYPEKEYNOTEFINISH TAGCEILING HEIGHTOCCUPANT CALCULATIONLEGENDSCAL GREEN NOTESSTRUCTURAL FRAMES:1. PROTECT ANNULAR SPACES AROUND OPENINGS IN PLATES AT EXTERIOR WALL (CALGREEN4.406.1). USE CONT. SEALANT.INSULATION:1. PRACTICE PROPER INSULATION INSTALLATION (FORM CF2R-ENV-23H).HEATING, VENTILATION & AIR-CONDITIONING:1. COVER DUCT OPENINGS / AIR DISTRIBUTION OPENINGS DURING CONSTRUCTION (CEnC 4.504.1).2. HVAC SHALL COMPLY W/ HEATING & AIR CONDITIONING SYSTEM DESIGN PER CEnC 4.507.2.3. USE DUCT MASTIC ON ALL DUCT JOINTS: CMC 603.10.4. HVAC DUCT LEAKAGE: MAX. 10% FOR SYSTEM EXTENSIONS OR MAX. 5% FOR REPLACEMENTS(CEnC 150.2(b)1D)5. VENT BATHROOM EXHAUST TO OUTSIDE W/ HUMIDISTAT CONTROL UNLESS WHOLE HOUSE VENTILATION (CEnC 4.506.1).6 CLEAN ALL DUCTS BEFORE OCCUPANCY.OTHER:1. CONTRACTOR TO PROVIDE (N) HOMEOWNER MANUAL INCLUDING GREEN MEASURES & BENEFITSPER CEnC 4.410.1.2. CONTRACTOR TO SEPARATE HAZARDOUS WASTE & ORGANIC WASTE FROM OTHER WASTEDURING DEMOLITION & CONSTRUCTION.GENERAL NOTES A0.1DESCRIPTIONPROJECT NO.DATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:PROJECT2.25.2025PLANNING 6.1.2021F21.1___ re) (2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 DATECONSULTANT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS02/20/2025 __________ BEHROOZ NEMATI728 NEWHALL RD.
BURLINGAME CA 94010
DRIVEWAYWMBRICKCONC.CONC.WMDRIVEWAYDRIVEWAY6"ØDRIP 10'GMEM(E) HOUSERIDGE 83.91COCONC.ROLLED CURBEP EPRIM=47.40SSMHRIM=52.55SSMHS 53°34'01' W 160.14'N 37°21'09" W PPPP49.92'8"ØDRIP 20'7"ØDRIP 12'54"ØDRIP 24'2X6"ØDRIP 24'48"ØDRIP 16'42"ØDRIP 16'36"ØDRIP 40'2X6"ØDRIP 40'EX. SITE PLAN A1.0 1.0DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010 02/20/2025 SCALE : 1/8" = 1'-0" (E) GARAGE TO BEDEMOLISHED(E) WODEN DECK TO BEREMOVED(E) PAVER WALKWAY TO BEREMOVED TO BEREMOVED TO BEREMOVED(E) DRIVE WAY TO BEDEMOLISHED(E) CONCRETE AREA TO BEREMOVED TO BEREMOVED TO BEREMOVED TO BEREMOVED(E) HOUSE TO BE DEMOLISHED(E) BRICK AREA TO BEREMOVED_____________ re) BEHROOZ NEMATIA1 A1 the replacement of all curb, gutter, driveway fronting site, plug all existing sanitary sewer lateral connections and install a new 4" lateral and wye to main, all water line connections to city water mains for services or fire line are to be installed per city standard procedures and specification, and any other underground utility works within city’s right-of-way. (Please call-out these items to be removed and replaced on the site plan. All abandoned sewer lateral or water service shall be disconnected at the main and per City requirements.) An encroachment permit will be required for these items. 5. On the proposed plan, please show the location of all proposed utilities (PG&E, water, sewer, and THE WATER METERTO BE UPGRADETHE GAS METERTO BE UPGRADETHE ELEC. METERTO BE UPGRADENOTE :ALL THE CURB NEED TOBE REPLACED DEMOLITION AREA& DEMOLITION AREA(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 940102 07/31/2025 PLANNING
WM(N)
WM DECORATIVEGRAVELEX.27"ØDRIP36'EX. 6"ØDRIP10'(E) HOUSERIDGE 83.91ROLLED CURBEPEPRIM=47.40SSMHRIM=52.55SSMHN 53°41'52" E 156.17'S 41°55'42" E 49.79'S 53°34'01' W 160.14'N 37°21'09" WPP49.92'48"ØDRIP16'42"ØDRIP16'(N)GM
(N)
EM
UPGRADE
UPGRADE
SKYLIGHT
LAWN20'105'-5"20'-7"25'10'19'-11"135'-9"4'4'7'-3"4'-3"4'-1"63'-7"38'-4"42'-4"59'-7"4'-3"12'-2"10'SOD 20'NEW TREESOR PLANTSSEE THESHEET L1 INL/S PLANS(N)PLANTS(N)TREE(N)TREENEW TREES ORPLANTSSEE SHEET L1(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)PLANTS(N)TURFSTONE DRIVEWAYWITH DECORATIVEGRAVEL(N)TURFSTONE DRIVEWAYWITH DECORATIVEGRAVEL SEE SHEET L1(N)WALKWAY DECORATIVE PAVING(N)DECORATIVE PAVING(N)DECORATIVE PAVING20'-2" PROPOSEDFRONT SETBACK20'- " PROPOSED2ND FLOOR FRONTSETBACK20'DECORATIVEGRAVEL20'-0" 2ND FLOORREAR SETBACK23'- " PROPOSED1ST FLOOR FRONTSETBACK12'-2" PROPOSEDSIDE SETBACK4'-0" PROPOSEDREAR SETBACK(N)PLANTS20'-0" 2ND FLOORFRONT SETBACK15'-0" 1ST FLOORFRONT SETBACK10'-0" PROPOSEDSIDE SETBACK ATTHE NARROWESTPART(N) ATTACHED ADU(N) 2 STORY HOUSE(N)DECK(N) 2 CAR GARAGE(N) DRIVEWAY34'-4"76'-1"15'-0" 1ST FLOORREAR SETBACK4'-0" REARGARAGE SETBACK PROPOSED2ND FLOOR REARSETBACK19'-11"32'-4"35'-4"73'-7"20'-2" PROPOSEDFRONT SETBACKPROPOSED SITE PLAN A1.0BDESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2孱25孱2025PLANNING 孹孱1孱2021F21孱1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 1/8" = 1'-0 " ROOF OVERHANGROOF OVERHANGROOF OVERHANG76'-1"25'-7"20'-0"20'-0"2 07/31/2025 PLANNING06"
WM(N)
WMEX.27"ØDRIP36'EX. 6"ØDRIP10'(E) HOUSERIDGE 83.91ROLLED CURBEPEPRIM=47.40SSMHRIM=52.55SSMHN 53°41'52" E 156.17'S 41°55'42" E 49.79'S 53°34'01' W 160.14'N 37°21'09" WPP49.92'48"ØDRIP16'42"ØDRIP16'(N)GM
(N)
EM
UPGRADE
UPGRADE
LAWN20'105'-5"20'-7"25'-1"10'19'-11"135'-9"4'4'7'-3"4'-3"4'-1"63'-7"38'-4"20'- ""42'-4"59'-7"4'-3"12'-2"10'SOD 20'(N)TREE(N)TURFSTONE DRIVEWAYWITH DECORATIVEGRAVEL20'-2" PROPOSEDFRONT SETBACK20'-0" PROPOSED2ND FLOOR FRONTSETBACK20'20'-0" 2ND FLOORREAR SETBACK23'-6" PROPOSED1ST FLOOR FRONTSETBACK12'-2" PROPOSEDFRONT SIDE SETBACK4'-0" PROPOSEDSIDE SETBACK20'-0" 2ND FLOORFRONT SETBACK15'-0" 1ST FLOORFRONT SETBACK10'-0" PROPOSED SIDESETBACK AT THENARROWEST PART(N)DECK(N) DRIVEWAY4'4'-0" SIDE SETBACK4'-3" PROPOSEDSIDE SETBACK34'-4" PROPOSED1ST FLOOR REARSETBACK15'-0" 1ST FLOORREAR SETBACK PROPOSED2ND FLOOR REARSETBACK4'-0" REARGARAGE SETBACK4'-0" SIDE SETBACK11'-2"11'-2" PROPOSED REARSIDE SETBACK25'-1" PROPOSED REARSIDE SETBACK73'-7"19'-11"23'-7"35'-4"13'-5"12'-2"9'-6"PROPOSED SITE PLAN A1.0B1DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2孱25孱2025PLANNING 6孱1孱2021F21孱1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 1/8" = 1'-0 " (ONLY SETBACKS ARE SHOWN )" 25'-7"0"76'-1"76'-1"32'-4"32'-4"(N) 2 STORY HOUSE(N) ATTACHED ADU(N) 2 CAR GARAGE20'-0"2 07/31/2025 PLANNING
FAMILY R.
FAMILY R.
DINING
PANTRY
POWDER R.
MASTER BATH. R.
W.I.CLOSET
LAUNDRYADU BEDROOM
ADU BATH ROOMUTILITYROOMW/DCLOSET
MASTER
BEDROOM
BEDROOM 2
BEDROOM 3
BEDROOM 4
BATH
ROOM 2
BATH
ROOM 4
CLOSET
CLOSET
CLOSET
ADU LIVING ROOM8' x 8' GARAGE DR.8' x 8' GARAGE DR.
F/P
FOYER
KITCHEN
10'10'20'20'20'-7"25'-11"
12'-5"
4'
22'-4"
17'-11"
17'-6"
17'-11"
1'-10"
34'-5"
35'-7"
33'-6"
18'-4"
26'-11"
18'-11"
5'-6"
38'-11"
15'-2"
24'
25'
13'
covered front porch
96 SQ.FT
not calculated
7'
13'-8"
17'-8"
16'-11"
rear patio 294.5 SQ.FT
not calculated
16'-3"4'rear adu deck65 SQ.FT FIRST FLOOR AREA CALCULATIONUNDER FLOOR AREA CALCULATIONAREA CALCULATION A1.0CDESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.2學.2孳2學PLANNING 孹.孴.2孳2孴F2孴.孴728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 _____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
FAMILY R.TVISLAND
D/WREFD/OFAMILY R.H.W.F
4'-3"
DINING
ROOM
PANTRY
POWDER R.
BATHROOM 1
CLOSET
BEDROOM 1
UTILITYROOM
25'-1"
ADU BEDROOM
ADU BATH ROOMUTILITYROOMW/DCLOSET
101'-11"
D/WREF16'-1"9'-4"
12'
13'
9'-10"
6'
6'-10"
11'-5"
14'-6"
10'
12'-2"
15'-2"18'-4"
3'-9"
23'-9"
13'
20'-7"
16'-6"11'-2"
8'-9"
16'-5"
34'-6"4'25'-7"4'7'20'20'20'
CLOSET
20'
57'-9"
22'-4"
17'-6"
17'-11"
4'-11"
6'-6"
6'-6"
4'-5"
10'-1"
7'-5"
5'-7"
12'-4"
(N) GM
(N) EM
UPGRADE
20'
8'-1"
8'-10"
13'-6"3'-4"17'-1"
3'-5"1'-6"9'-1"
6'-4"6'-4"
5'-5"
13'
7'-5"
4'-3"
5'-6"3'15'-7"
5'-7"
2'-8"
9"
7'-11"
9"
1'4'ADU LIVING ROOM5'-11"6'-8"4'8' x 8' GARAGE DR.8' x 8' GARAGE DR.
MIN 24" GLASS
DOOR TO BE
TEMPERED
MIN 24" GLASSDOOR TO BETEMPERED
36" SINK48"FRIDGE48" RANGE
B VENT
FOR GAS
FIRE
PLACE
F/P
WOODENDECKENTRYPORCHTILE / SLAB
FOYERH.W.F
H.W.F H.W.F
H.W.F
H.W.F
H.W.F
H.W.F
H.W.F
TILE
2X2 SKYLIGHT
PLANTER
KITCHENH.W.F
AIR CONDITION
DUCT THOUGH
CEILING FOR
2ND FLOOR
2 CAR GARAGECONCRETE C/U 1C/U 1C/U 1
FF: 50.95
FF: 50.95
FF: 50.95
FF: 50.12
DRIVEWAY
4'
4 FEET SIDE
SETBACK
side
setback
.
學
孹
孺
孻91孺5'5'10'
2 1 2
3
孺
20'-11"
16'-4"
9'-5"
10'-3"
13'-3"
11'-2"20'-8"
11
孹
孹
1
2
孷
孷
孷
孷
孷
孷 孷3學孷
孺
1孳
孹
孺
11
孷
FRONT
SETBACK
20' 2ND FL.FRONT
SETBACKAAAA
14'
4'4'REARSETBACK1孺
15' FRONT
SETBACK
15'
15'20' 2ND FL.FRONTSETBACK15' FRONTSETBACK 孨1.學 SLOPE 孨1.學 SLOPE19'-4"19'-4"孫N孬 EXT. CEMENT PLASTER WALL W/ 2X孹STUDS.SEE DETAIL 12/A孻.1.孫N孬 EXT. WD. RAINSCREEN SIDING W/2X孹 STUDS.SEE DETAIL 12/A孻.1.孫N孬 INT. 1 HR. FIRE-RATED GYP. BD.PARTITION孽 UL-U3孳學.TYPE C孽 W/ 孫E孬 2X孷 STUDS.TYPE C1孽 W/ 孫N孬 2X孷 STUDS.TYPE C2孽 W/ 孫N孬 2X孹 STUDS & PLYWD.SHEATHING.SEE DETAIL 12/A孻.1.孫N孬 INT. GYP. BD. PARTITION孽孫N孬 2X STUDS W/ GYP. BD. AT EA. SIDE.NON-RATED.SEE DETAIL 12/A孻.1.孫N孬 INT. FURRED PARTITION孽孫N孬 2X孷 WD STUDS W/ GYP. BD. ATROOM SIDE OF STUDS. NON-RATED.SEE DETAIL 12/A孻.1.孫N孬 FULL HEIGHT WALL TILE.MANUFACTURER & COLLECTION TBD.实孭1宠孫N孬 BACKSPLASH TILE TO THEUNDERSIDE OF 孫N孬 TOP CABINET.MANUFACTURER & COLLECTION TBDDAAPPLIANCE SCHEDULECT孫N孬 COOKTOPDW孫N孬 DISHWASHER 孫NIC孬O/MW孫N孬 OVENS & MICROWAVE 孫NIC孬REF孫N孬 3孳"W REFRIGERATOR 孫NIC孬RH孫N孬 RANGE HOODW/D孫N孬 WASHER-DRYER 孫NIC孬EQUIPMENTF孫N孬 FURNACECD孫N孬 CONDENSERTHWH孫N孬 TANKLESS HOT WATER HEATEREPELECT. PANEL TO BE UPGRADED TO 2孳孳 AMP.孫N孬 ELECTRIC VEHICLE CHARGING SYSTEMMANUFACTURER孽 CHARGEPOINT孫OR APPROVED EQUAL孬MODEL孽CHARGEPOINT HOME CPH2學-PTYPE孽 LEVEL 2 EVSE孯 2孷孳V 32AMP ELECTRICCAR CHARGERNOTE孽 OWNER TO DETERMINE EXACT LOCATION IN 孫N孬 GARAGE.EEVPLUMBING FIXTURE & ACCESSORIES SCHEDULEKS孫N孬 KITCHEN SINK W/ 孫N孬 FAUCET 实孭1D宠LS孫N孬 LAUNDRY SINK W/ 孫N孬 FAUCET.MC孫N孬 MEDICINE CABINET.MR孫N孬 WALL MOUNTED MIRROR AT 3'-孷" A.F.F.SH孫N孬 SHOWER 实孭1B1孯 2 & 3宠.SD孫N孬 22"W MIN. TEMPERED GLASS DOOR W/TEMPERED GLASS ENCLOSURE.SLD孫N孬 2"W LINEAR DRAIN.SR孫N孬 SHOWER ROSE 实孭1B1孯 2 & 3宠.VS孫N孬 LAVATORY SINK 实孭1C孯 & 3宠.WC孫N孬 FLOOR MOUNTED W.C. 实孭1A &孯 2 宠GENERAL NOTE孽FIXTURES & FITTINGS SHALL BE INSTALLED IN ACCORDANCEW/ 2孳19 C.P.C.孯 & SHALL MEET THE APPLICABLE STANDARDSPER TABLE 1孺孳1.1 OF THE C.P.C.孭PLUMB. FIXTURE NOTES孽实孭1宠 孫N孬 PLUMBING FIXTURES SHALL COMPLY W/ CAL GREENCODE SECTION 孷.3孳3.1 WATER CONSERVING PLUMB.FIXTURE & FITTINGS孽孽A孬 孫N孬 W.C.孽 MAX. FLUSH VOL. AT 1.2孻 GAL. PER FLUSHB1孬 孫N孬 SINGLE SHOWER / SHOWER - BATH HEAD /HAND HELD SHOWER孽 MAX. FLOW RATE OF1.孻 GAL. PER MINUTE AT 孻孳 PSI.B2孬 NOT USED.C孬 孫N孬 LAV FAUCET孽 MAX. FLOW RATE OF 1.2 GAL. PERMINUTE AT 孹孳 PSI孯 & MIN. FLOW RATE OF 孳.孻 GAL.PER MINUTE AT 2孳 PSI.D孬 孫N孬 KITCHEN FAUCET孽MAX. FLOW RATE OF 1.孻 GAL. PER MINUTE AT 孹孳 PSI.MAY TEMPORARILY INCREASE FLOW RATE ABOVEMAX. RATE孯 BUT NOT TO EXCEED 2.2 GAL. PERMINUTE AT 孹孳 PSI孯 & MUST DEFAULT TO A MAX.FLOW RATE OF 1.孻 GAL. PER MINUTE AT 孹孳 PSI.实孭2宠 孫N孬 TANK-TYPE WC & SINGLE SHOWER HEAD SHALL BECERTIFIED TO THE PERFORMANCE CRITERIA OF THE USEPA WATER SENSE SPECIFICATION FOR TANK TYPE &SHOWER HEAD RESPECTIVELY.实孭3宠 孫N孬 SHOWER & TUB-SHOWER COMBINATIONS SHALL BEPROVIDED W/ INDIVIDUAL CONTROL VALVES OF THE孭FINISH NOTES孽1. SHOWER AND/ OR SHOWER/ TUB WALLS SHALL HAVEA SMOOTH孯 HARD孯 NONABSORBENT SURFACE孯 E.G.CERAMIC TILE孯 FIBERGLASS孯 ETC. O/ A MOISTURERESISTANT UNDERLAYMENT孯 EG. WATER RESISTANTGYP. BD.孯 GREEN BD.孯 ETC. TO A HEIGHT OF 孺2" ABOVETHE FLOOR / DRAIN INLET 孫2孳19 C.R.C. R2孳孺.2 & R3孳2.孹孬CC2BFIRST FLOOR PLAN A1.1DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.2學.2孳2學PLANNING 孹.1.2孳21F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1'-0 " B
A3.孳
BA3.孳A10'-0"18'-4"19'-4"9'-4"_____________ re) BEHROOZ NEMATI23'-9" PROPSED 2ND FLOOR FRONTSETBACK2 07/31/2025 PLANNING
MASTER BATH. R.
W.I.CLOSET
10'
18'-4"
14'
15'-6"
12'LAUNDRYMASTERBEDROOM
SKYLIGHT
BEDROOM 2
BEDROOM 3
BEDROOM 4
BATHROOM 2
BATHROOM 4
BATHROOM 3
SKYLIGHT
SKYLIGHT
SKYLIGHT
2x2 SKYLIGHT
2x2 SKYLIGHT
CLOSET
CLOSET
CLOSET
DN
4'WASHERDRYERSINK
MIN 24" GLASS
DOOR TO BE
TEMPERED
MIN 24" GLASS
DOOR TO BETEMPERED
MIN 24" GLASS
DOOR TO BE
TEMPERED
DRAIN
DRAIN
DRAIN
DRAIN
Shower
Shower
Shower
Shower
18'-11"
5'-6"
24'
14'-11"
26'-11"
7'-7"10'-10"
8'-3"
10'-8"
5'
8'-11"
13'-7"
6'-10"
14'-2"
3'
48'-5"
9'-4"
5'-8"
12'-11"
11'-1"
7'
17'-9"
63'-5
2'-5"
6'-1"
3'-1"
5'-6"
14'-6"
13'
6'-6"
11'-4"4'-9"11'-6"
8'-6"4'-6"11'-6"
3'-10"
2'-8"
6'-3"
2'-8"
2'-6"
7'-8"
9'-10"
2'
12'-1"
3'-6"
11"
5'
6'-11"
7'
7'
8'1'-6"1'-6"
8'-1"
8'-10"
5'-9"
4'
7"5'3'-8"6'11'-2"
42"X42" ROOF
OPENING
FF: 61.95
2畛
孴0
孴3
4睛
4睛
..
4
孺
孴孴
孴2
孴4
孴2
孺
4
4
4
4
4
4
孻
孻 孴2
孴2
孼
5'5"
孴學
2'-6"6"12'-2"
孴孴
2'
5'
20'
4
2'-6"
4
8'-5"20'-3" PROPOSED 2NDFLOOR FRONT SETBACK孫N孬 EXT. CEMENT PLASTER WALL W孲 2X孹STUDS.SEE DETAIL 孴2孲A孻.孴.孫N孬 EXT. WD. RAINSCREEN SIDING W孲2X孹 STUDS.SEE DETAIL 孴2孲A孻.孴.孫N孬 INT. 孴 HR. FIRE-RATED GYP. BD.PARTITION孽 UL-U30學.TYPE C孽 W孲 孫E孬 2X4 STUDS.TYPE C孴孽 W孲 孫N孬 2X4 STUDS.TYPE C2孽 W孲 孫N孬 2X孹 STUDS & PLYWD.SHEATHING.SEE DETAIL 孴2孲A孻.孴.孫N孬 INT. GYP. BD. PARTITION孽孫N孬 2X STUDS W孲 GYP. BD. AT EA. SIDE.NON-RATED.SEE DETAIL 孴2孲A孻.孴.孫N孬 INT. FURRED PARTITION孽孫N孬 2X4 WD STUDS W孲 GYP. BD. ATROOM SIDE OF STUDS. NON-RATED.SEE DETAIL 孴2孲A孻.孴.孫N孬 FULL HEIGHT WALL TILE.MANUFACTURER & COLLECTION TBD.实孭孴宠孫N孬 BACKSPLASH TILE TO THEUNDERSIDE OF 孫N孬 TOP CABINET.MANUFACTURER & COLLECTION TBDDAAPPLIANCE SCHEDULECT孫N孬 COOKTOPDW孫N孬 DISHWASHER 孫NIC孬O孲MW 孫N孬 O宙ENS & MICROWA宙E 孫NIC孬REF孫N孬 30"W REFRIGERATOR 孫NIC孬RH孫N孬 RANGE HOODW孲D 孫N孬 WASHER-DRYER 孫NIC孬EQUIPMENTF孫N孬 FURNACECD孫N孬 CONDENSERTHWH孫N孬 TANKLESS HOT WATER HEATEREP ELECT. PANEL TO BE UPGRADED TO 200 AMP.孫N孬 ELECTRIC 宙EHICLE CHARGING SYSTEMMANUFACTURER孽 CHARGEPOINT孫OR APPRO宙ED EQUAL孬MODEL孽CHARGEPOINT HOME CPH2學-PTYPE孽 LE宙EL 2 E宙SE孯 240宙 32AMP ELECTRICCAR CHARGERNOTE孽 OWNER TO DETERMINE EXACT LOCATION IN 孫N孬 GARAGE.EE宙PLUMBING FIXTURE & ACCESSORIES SCHEDULEKS孫N孬 KITCHEN SINK W孲 孫N孬 FAUCET 实孭孴D宠LS孫N孬 LAUNDRY SINK W孲 孫N孬 FAUCET.MC孫N孬 MEDICINE CABINET.MR孫N孬 WALL MOUNTED MIRROR AT 3'-4" A.F.F.SH孫N孬 SHOWER 实孭孴B孴孯 2 & 3宠.SD孫N孬 22"W MIN. TEMPERED GLASS DOOR W孲TEMPERED GLASS ENCLOSURE.SLD孫N孬 2"W LINEAR DRAIN.SR孫N孬 SHOWER ROSE 实孭孴B孴孯 2 & 3宠.宙S 孫N孬 LA宙ATORY SINK 实孭孴C孯 & 3宠.WC孫N孬 FLOOR MOUNTED W.C. 实孭孴A &孯 2 宠GENERAL NOTE孽FIXTURES & FITTINGS SHALL BE INSTALLED IN ACCORDANCEW孲 20孴孼 C.P.C.孯 & SHALL MEET THE APPLICABLE STANDARDSPER TABLE 孴孺0孴.孴 OF THE C.P.C.孭PLUMB. FIXTURE NOTES孽实孭孴宠 孫N孬 PLUMBING FIXTURES SHALL COMPLY W孲 CAL GREENCODE SECTION 4.303.孴 WATER CONSER宙ING PLUMB.FIXTURE & FITTINGS孽孽A孬 孫N孬 W.C.孽 MAX. FLUSH 宙OL. AT 孴.2孻 GAL. PER FLUSHB孴孬 孫N孬 SINGLE SHOWER 孲 SHOWER - BATH HEAD 孲HAND HELD SHOWER孽 MAX. FLOW RATE OF孴.孻 GAL. PER MINUTE AT 孻0 PSI.B2孬 NOT USED.C孬 孫N孬 LA宙 FAUCET孽 MAX. FLOW RATE OF 孴.2 GAL. PERMINUTE AT 孹0 PSI孯 & MIN. FLOW RATE OF 0.孻 GAL.PER MINUTE AT 20 PSI.D孬 孫N孬 KITCHEN FAUCET孽MAX. FLOW RATE OF 孴.孻 GAL. PER MINUTE AT 孹0 PSI.MAY TEMPORARILY INCREASE FLOW RATE ABO宙EMAX. RATE孯 BUT NOT TO EXCEED 2.2 GAL. PERMINUTE AT 孹0 PSI孯 & MUST DEFAULT TO A MAX.FLOW RATE OF 孴.孻 GAL. PER MINUTE AT 孹0 PSI.实孭2宠 孫N孬 TANK-TYPE WC & SINGLE SHOWER HEAD SHALL BECERTIFIED TO THE PERFORMANCE CRITERIA OF THE USEPA WATER SENSE SPECIFICATION FOR TANK TYPE &SHOWER HEAD RESPECTI宙ELY.实孭3宠 孫N孬 SHOWER & TUB-SHOWER COMBINATIONS SHALL BEPRO宙IDED W孲 INDI宙IDUAL CONTROL 宙AL宙ES OF THEPRESSURE BALANCE OR THE THERMOSTATIC MIXING宙AL宙E TYPE 孫20孴孼 C.P.C. 40孻.3孬.孭FINISH NOTES孽孴. SHOWER AND孲 OR SHOWER孲 TUB WALLS SHALL HA宙EA SMOOTH孯 HARD孯 NONABSORBENT SURFACE孯 E.G.CERAMIC TILE孯 FIBERGLASS孯 ETC. O孲 A MOISTURERESISTANT UNDERLAYMENT孯 EG. WATER RESISTANTGYP. BD.孯 GREEN BD.孯 ETC. TO A HEIGHT OF 孺2" ABO宙ETHE FLOOR 孲 DRAIN INLET 孫20孴孼 C.R.C. R20孺.2 & R302.孹孬CC2B2ND FLOOR PLAN A1.2DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.2學.202學PLANNING 孹.孴.202孴F2孴.孴728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 B
A3.孳
BA3.孳A18'-0"5'-6"SCALE : 3/16" = 1'-0 " _____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
2.5/12
12/2.5
RIDGE
RIDGE
RIDGE
D/S
D/S
D/S
D/S
D/S
D/S
D/S
D/S
D/SD/S
D/S
D/S
D/S
D/SD/SD/S
2宛孷 宙守L官宛
宖宎宜LIG宋宗
2宛2 宙守L官宛
宖宎宜LIG宋宗
2宛2 宙守L官宛
宖宎宜LIG宋宗
2宛孷 宙守L官宛
宖宎宜LIG宋宗
2宛孷 宙守L官宛
宖宎宜LIG宋宗
2宛孷 宙守L官宛
宖宎宜LIG宋宗
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12 2.5/12 2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12
2.5/12 2.5/12 2.5/12 2.5/12 2.5/12 2.5/12 2.5/12
2宛孷 宙守L官宛
宖宎宜LIG宋宗
D/S
D/S
5'
15'
104'-9"
2'-4"
33'-2"24'-1"23'-6"22'-8"
64'-9"
39'-11"
13'-7"
9'-11"
31'-8"
15'-7"
20'12'-8"ROOF PLAN A1.3DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1'-0 " D/SD/S_____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
electrical plan A1.4DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.2學.2孳2學PLANNING .1.221畛瑛F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1 " -0"ISLAND
D/WREFD/ODINING
ROOM
PANTRY
POWDER R.
MASTER BATH. R.
W.I.CLOSET
UTILITYROOM
LAUNDRYADU BEDROOMADU BATH ROOMUTILITYROOMW/DCLOSET
MASTERBEDROOM
SKYLIGHT
BEDROOM 2
BEDROOM 3
BEDROOM 4
BATHROOM 2
BATHROOM 4
SKYLIGHT
SKYLIGHT
SKYLIGHT
2x2 SKYLIGHT
2x2 SKYLIGHT
CLOSET
CLOSET
CLOSET
D/WREF ADU LIVING ROOM
WASHERDRYERSINK
8' x 8' GARAGE DR.8' x 8' GARAGE DR.36" SINKShower
ENTRY PORCH
FOYER
42"42"void area
KITCHEN
W.P
W.PGFIATCEILINGGFIGFIGFIGFIGFIGFIGFIGFIGFIGFIGFI
GFI
GFI
GFI
W.P
W.PW.P
W.P
W.P
W.P
W.P
W.P
W.P
W.P W.P
(N)
EM
(N)
GM
TV
TV
TV
TV
TVTV
TV
TV
TV
TVGFIGFIGFIGFI
GFI GFIGFIGFIGFI
GFIGFIGFIGFIGFIGFIGFIGFI
GFI
GFI GFI
S/ C.M.
S/ C.M.
S/ C.M.
S/ C.M.
S/ C.M.
S/ C.M.JJJJJJ JD
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D
D
D
B
B
B
B B
B
B
B
B B
3
S
S
S
S
S
S
A
A
A
A
A A
A A
A
A
A
A
GFI GFI
A
D
D
A A
A A A A
A A
A A
A
A
A
A
A
A
A
A
FAMILY R.H.W.F TVA
A A
A A
A
A
A
A
A
A
A
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A A
AA
A
A
A A
A
A
A A A
A A A
A
AA
A
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A
A
A
A
A
FAMILY R.H.W.F
A AA
A A A
A A A
A A
A A
A A
AA
AA
A A
A A
BEDROOM 1
E.PANEL
E.PANEL
A
3
3
3
3
GFIGFIA3GFIGFIGFIGFIGFIGFIGFIGFIGFI GFIGFI
GFI
GFI
GFI
A A
A A
A
A
A
A
A
A
A A
A
A
A
A
A
A
3
3
3
DD
3
3
A
A A
A A
A A
TV
A
AA
D
E.PANEL
3 3
ATCEILINGB BBBBBBB W.PW.P W.P W.PW.P W.PW.P ATCEILINGB BBBBBBB KEYNOTES#1. OUTLINE OF (N) ROOF OVERHANG.2. (N) GALV. SHEET METAL GUTTER. SEE SHEET A1.2 ROOF PLAN.3. (N) CANOPY. COORDINATE W/ SHEET A1.2 ROOF PLAN & A2.0 EXTETIOR ELEVATIONS.4. (N) EXT. SKYLIGHT W15. SEE SHEET A7.0 DOOR & WINDOW SCHEDULE.5. NOT USED.6. NOT USED.7. NOT USED.8. (N) EXT. DOOR HEADER.9. (N) INT. DOOR HEADER.10. FURNITURE: FOR REF. ONLY.10A. CASEWORK.11. (N) FIREPLACE.11A. (N) FIREPLACE FLUE.12. (N) GYP. BD. SOFFIT.13. (N) HEAT PUMP IN THE ATTIC ABOVE. SEE MECH. SHEET M1.1.13A. (N) 30"W X 30"H X 6"H SERVICE PLATFORM FOR HEAT PUMP. SEE MECH. SHEET M1.1.14. (N) GARAGE DOOR OPENER W/ AN AUTOMATIC REVERSE SAFETY DEVISE AND TO HAVE A BATTERY BACK-UP FUNCTIONDESIGNED TO OPERATE WHEN ACTIVATED BECAUSE OF AN ELECT. OUTAGE (CA SENATE BILL SB969).GENERAL NOTESA. REFER TO THE FOLLOWINGS:1. SHEET A0.1 FOR NOTES, SYMBOLS & ABBREVIATIONS.2. SHEET A1.1 FOR FLOOR PLAN.3. SHEET A1.2 FOR ROOF PLAN.4. SHEET A1.4 FOR POWER OUTLETS.5. SHEET M1.1 FOR ALL MECH. ITEMS.B. ALL DIMENSIONS ARE TO BE TAKEN TO THE FACE OF FINISH WALLS EXCEPT (E) / (N) EXT. WALLS, U.O.N.C. ALL (E) & (N) EXT. WALLS ARE DIMENSIONED TO THE EXT. FACE OF STUD (FOS), U.O.N.·(N) 2X6 WALLS = 6" THK., U.O.N. [+1/2" GYP./CEMENT BD].·(E) 2X4 WALLS = 4" THK., U.O.N. [+1/2" GYP. BD.]D. U.O.N., ALL INT. CEILINGS SHALL BE AS FOLLOW:1. GYP. BD. CEILINGS. OWNER TO DETERMINE FINISH LEVEL.2. CEILING HEIGHT AT ±9'-10" A.F.F.3. FLAT CEILINGS, EXCEPT IN FOYER, DINING & LIVING.LEGEND: NOTES*SMOKE AND CARBON MONOXIDE ALARMS (CBC 907.2, CRC 314 AND 315):1. SMOKE ALARMS SHALL BE INSTALLED ON THE CEILING OR WALL (BETWEEN 4” & 12” OF THE CEILING) IN ALLSLEEPING ROOMS, EACH AREA/HALLWAY ADJACENT TO SLEEPING ROOMS, EACH STORY OF THE BUILDING, & INANY BASEMENT. SMOKE ALARMS SHALL BE REPLACED 10 YEARS AFTER THE DATE OF MANUFACTURE LISTED ON THEALARM (IF NO DATE IS LISTED THE ALARM SHALL BE REPLACED). NEWLY INSTALLED SMOKE ALARMS SHALL HAVE A10-YEAR BATTERY.2. CARBON MONOXIDE (CO) ALARMS SHALL BE INSTALLED ON THE CEILING OR WALL (ABOVE THE DOOR HEADER) INEACH AREA/HALLWAY ADJACENT TO SLEEPING ROOMS, EACH OCCUPIABLE STORY, & WITHIN A BEDROOM IF THEBEDROOM OR ATTACHED BATHROOM CONTAINS A FUEL-BURNING APPLIANCE. CO ALARMS ARE NOT REQUIRED IFTHERE IS NO FUEL- BURNING APPLIANCE OR FIREPLACE IN THE HOUSE & WHERE THE GARAGE IS DETACHED FROMTHE HOUSE.3. SMOKE ALARMS & CARBON MONOXIDE ALARMS SHALL BE INSTALLED AT MIN. 3'-0" FROM HEAT VENT.4. SMOKE ALARMS & CARBON MONOXIDE ALARMS ARE REQUIRED TO BE LISTED BY THE CALIFORNIA STATE FIREMARSHAL. TO CONFIRM IF A CERTAIN DEVICE IS LISTED, REFER TO THE FOLLOWING WEB PAGE:OSFM.FIRE.CA.GOV/DIVISIONS/FIRE-ENGINEERING-AND-INVESTIGATIONS/BUILDING-MATERIALS-LISTING/B. EXHAUST FAN: SEE MECH DWGS. C. NOT USED.D. LIGHTING:1. ALL (N) EXT. & INT. LIGHT FIXTURE TO BE HIGH EFFICACY PER CEnC TABLE 150.0A & CEnC 150.0(k).2. ALL LIGHT FIXTURES SHALL CONTAIN BULBS THAT ARE LABELED AS JA8-2016 (JA8-2016-E FOR SEALED LENS/RECESSED).3. RECESSED LIGHTING SHALL BE LISTED AS IC & AT, BE SEALED/CAULKED BETWEEN THE FIXTURE HOUSING &CEILING,SHALL NOT CONTAIN A SCREW BASE SOCKET, & CONTAIN BULBS MARKED W/ JA8-2016-E.4. DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LIGHTING FIXTURES W/ JA8-2016 BULBS, EXCEPT IN ACLOSET <70 SF & IN HALLWAYS.5. BATHROOMS, GARAGE, LAUNDRY ROOM & UTILITY ROOMS SHALL HAVE (1) HIGH EFFICIENCY LUMINAIRECONTROLLED BY A VACANCY SENSOR THAT REQUIRES MANUAL ON ACTIVATION & AUTOMATICALLY TURNS OFFWITHIN 30 MINUTES AFTER ROOM IS VACATED. (CEnC 150.0(k)2).6. CLOSET LIGHTS SHALL BE FLUORESCENT, HAVE A SEALED LENS, OR LED LISTED FOR STORAGE AREA.7. ALL LIGHTING FIXTURES SHALL BE HIGH EFFICIENCY & BE CONTROLLED BY EITHER A DIMMER SWITCH OR BY AVACANCY SENSOR.8. EXTERIOR LIGHTING SHALL BE CONTROLLED W/ A MANUAL ON/ OFF SWITCH AS WELL AS A PHOTOCELL & MOTIONSENSOR OR A PHOTOCONTROL & AUTOMATIC TIME SWITCH CONTROL.(CENC 150(K)(2=3)(II) & CENC 150.0(K)(3)(III).9. LUMINARIES RECESSED IN INSULATED CEILINGS SHALL COMPLY W/ THE FOLLOWINGS (CEnC 150.0(k)1C):·SHALL BE ZERO CLEARANCE IC LISTED & CERTIFIED AIR TIGHT ('ICAT' RATED RECESSED FIXTURE).·ADHERE TO WATT RATING LIMIT OF EA. FIXTURE.·BE SEATED W/ GASKET OR CAULK BETWEEN LUMINAIRE HOUSING & CEILING, & AT ALL AIR LEAK PATHS BETWEENCONDITIONED & UNCONDITIONED SPACES.·SHALL NOT CONTAIN SCREW BASE SOCKET.11. LIGHTING FIXTURE LOCATED WITHIN 3' HORIZONTALLY & 8' VERTICALLY OF THE BATH TUB / SHOWER SHALL BE LISTED FOR A DAMP LOCATION, OR WET LOCATION IF SUBJECT TO SHOWER SPRAY.SCALE : 3/16" = 1'-0 " (N) SMOKE ALARM [*A1, 3-4](N) SMOKE - CARBON DIOXIDE ALARM[*A2-4].(N) EXHAUST BATHROOM FAN W/HUMIDISTAT [*B]. SEE MECH DWG.CEILING RECESSED LINEAR SUPPLY AIRDIFFUSER. SEE MECH DWG.CELING RECESSED LINEAR RETURN AIRDIFFUSER. SEE MECH DWG.SIDE CEILING LINEAR SUPPLY AIRDIFFUSER. SEE MECH DWG.FAN COIL UNIT. SEE MECH. DWG.24"W X 30"L CEILING ACCESS PANEL.(N) 2" X 3" GALV. SHEET METALDOWNSPOUT. COLOR TO MATCH EXT.WALL COLOR.SCSA+14'-0"EQUIPMENTEP (N) ELECT. MAIN PANEL.ESP (N) ELECT. SUB PANEL.(N) INT. LIGHT FIXTURE TYPE A:CEILING RECESSED LED LIGHT FIXTURE.USE WET AREA RATED LIGHT FIXTUREFOR WET AREA.(N) INT. LIGHT FIXTURE TYPE B:6" ∅CEILING RECESSED LED LIGHTFIXTURE.(N) INT. LIGHT FIXTURE TYPE C:PENDANT LED LIGHT FIXTURE.(N) INT. LIGHT FIXTURE TYPE D:PENDANT LED CHANDELIER.(N) INT. LIGHT FIXTURE TYPE E:SURFACE MOUNTED LED TRACK LIGHT.(N) INT. LIGHT FIXTURE TYPE F:CEILING RECESSED 4'-0"L LED FIXTURE.(N) INT. LIGHT FIXTURE TYPE G:WALL MOUNTED 2'-0"L LED LIGHTFIXTURE.(N) INT. LIGHT FIXTURE TYPE H:LED STRIP WALL WASHER. DIRECT LIGHT.(N) INT. LIGHT FIXTURE TYPE J:LED STRIP CEILING COVE / INDIRECTLIGHTING.(N) INT. CASEWORK LIGHT FIXTURE TYPEL2:LED STRIP RECESSED UNDER / ABOVECASEWORK.(N) EXT. LIGHT FIXURE TYPE M:SOFFIT RECESSED LED LIGHT FIXTURE[*D8](N) EXT. LIGHT FIXTURE TYPE N:WALL MOUNTED LED LIGHT FIXTURE.[*D8](N) SOLAR TUBE W/ INT. LIGHT FIXTURETYPE 'A'.ST 1 = 10" ∅ST2 = 14" ∅CEILING HEIGHT DESIGNATIONMEASURED FROM FINISHED FL.G
FCFBCACDMASTXKL2DSWD SIDING #1:EXT. SOFFIT / INT. CEILINGPRODUCT: 'IPE' TONGUE & GROOVE WDRAIN SCREEN SIDINGNOTE: PENOFIN SEALER. COLOR: TBDSIZE:1" THK. X 6"WVENT: COR-A VENT, "SV3 STRIP VENT"7/16"H X 3"W X 4'-0"L(AT EXT. SOFFIT ONLY).INSTALL: W/ CONCEALED CLIPFASTENER: 'CLIMATE-SHIELD RAINSCREEN WOOD SIDING SYSTEM'WWW.CLIMATE-SHIELD.COM/CLIMATE-SHIELD-RAINSCREEN-COMPONENTSEXT. METAL SOFFIT PANEL W/ VENTS.SLOPE PER ROOF RAFTER.WD1MP1LEGEND_____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
FAMILY R.
FAMILY R.
DINING
PANTRY
POWDER R.
MASTER BATH. R.
W.I.CLOSET
LAUNDRYADU BEDROOM
ADU BATH ROOMUTILITYROOMW/D
CLOSET
MASTERBEDROOM
BEDROOM 2
BEDROOM 3
BEDROOM 4
BATHROOM 2
BATHROOM 4
CLOSET
CLOSET
CLOSET
ADU LIVING ROOM8' x 8' GARAGE DR.8' x 8' GARAGE DR.
F/P
FOYER
KITCHEN
CHT
10'-0"
CHT
10'-0"
CHT
10'-0"
CHT
10'-0"
CHT
8'-6"
CHT
8'-6"
CHT
8'-6"
CHT
8'-0"
2./2瑛畛2./2瑛畛
2./2瑛畛
2./2瑛畛
2./2瑛畛
CHT
8'-0"
CHT
8'-0"
CHT
8'-0"
2./2瑛畛
2./2瑛畛
2./2瑛畛2./2瑛畛 2./2瑛畛
2./2瑛畛
2./2瑛畛2./2瑛畛
2./2瑛畛
CHT
8'-6"
CHT
8'-6"
CHT
8'-6"
CHT
8'-6"
CHT
8'-6"
CHT
10'-0"
3'8'3'
3'-3"
4'
2'-7"RCP A1.5DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.2學.2孳2學PLANNING 孹.孴.2孳2孴F2孴.孴728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1'-0 " _____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
12'-0"MAXIMUM HEIGHT 30' : 80.2545°(E) T.O. CURB:51.49AVERAGE SLOPE:48.688'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"
11'-0"
3'-10
T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86728P/LP/LP/ FRONT ELEVATIONMIN 4" BUILDING NUMBERILLUMINATED122.512'-31 4"SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOF ,GRAY COLORREAR 2 CAR GARAGEWALL OUTDOOR CLADDINGCOMPOSITE SIDING2129'-618"3131915ENTRY PIVOT LEFT SWING WOODEN DOOR STAINEDWITH METAL FRAME7'-6"
7'-0"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSMIDDLE POINT : 50.2545°12'-2"4'-278" GRADE LEVEL :44.1 T.O.CURB : 49.01AVERAGE SLOPE : 46.58REAR POINT OF THE PROPERTY: 44.1423'-7"6'-5"GRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCELEVATIONS A2.0DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1'-0 " 2 07/31/2025 PLANNINGLEFT SIDE ELEVATIONL148'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"11'-0"
3'-10
RIDGE : +73.781'-0"1ST F.FLOOR : +50.969'-0"P/L7'-0"8'-0"ADU 1ST F.FLOOR : +50.12(E) GRADE:45.005'-27 8"STAND SEAM METALROOFSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METAL ROOF2X4 VELUX SKYLIGHTMETAL RAILING WITH METAL WIRE 42 INCH HEIGHTWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWALL OUTDOOR CLADDINGCOMPOSITE SIDINGMAXIMUM HEIGHT 30'45689661479914MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDST.O.CURB : 49.01AVERAGE SLOPE : 46.58(E) T.O. CURB:51.499'-0"MAXIMUM HEIGHT 30' : 80.254GRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC
RIGHT SIDE ELEVATION122.5 REAR LEVEL OF THE GARAGE:45.16GARAGE FRONT ELEVATION8'-41 4"3'-3"WHITE SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCWOOD GARAGE DOOR - COLPAYCANYON RIDGE- COLLECTION MODERN SERIESP/LP/LSTAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTSTAND SEAM METALREAR ELEVATIONREAR POINT OF THE PROPERTY: 44.144 GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.148'-6"FRONT LEVEL OF THE GARAGE:44.809'-0"ELEVATIONS A2.1DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1 " 2 07/31/2025 PLANNINGP/LP/LADU 1ST F.FLOOR : +50.122ND F.FLOOR : +52.2712'-0"122.5122.5122.5122.5122.5122.5122.5MAXIMUM HEIGHT 30'12'-0"ADU T.O.R : +62.27516165169STAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC7'-6"
7'-6"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDS(E) T.O. CURB:51.49AVERAGE SLOPE:48.688'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"11'-0"3'-10 T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86P/L45° GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.14T.O.CURB : 49.01AVERAGE SLOPE : 46.5845°
8'-11 2"
8'-95 8"WHITE SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC12'-0"1'-918"8'-0"10'-0"2ND FLOOR F.F:61.95T.O.P : +69.9511'-10"11'-0"3'-10 RIDGE : +73.781'-0"1ST F.FLOOR : +50.95P/L7'-0"8'-0"ADU 1ST F.FLOOR : +50.12(E) GRADE:44.80P/LP/LADU T.O.R : +62.27 B VENTFOR GASFIREPLACESMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOFWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWINDOWS LEVEL : 59.0067101212171212MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSVELUX SKYLIGHTSSTAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTROOF WITH 2 LAYERSOF UNDERLAYMENT(E) T.O. CURB:51.49AVERAGE SLOPE:48.675 GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.148'-6"4'-0"611115'-93 4 "2'-21 4"SMOOTH GRAY STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC
section a-asection B-B(E) T.O. CURB:51.49AVERAGE SLOPE:48.6810'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"
11'-0"3'-10
T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86R21STAND SEAM METAL ROOFR 38 CLOSE CELL CEILING FOAMR 38 CLOSE CEILING FOAMR 13R21R21WALL OUTDOOR CLADDINGCOMPOSITE SIDING8'-0"10'-0"T.O.P : +69.9511'-10"11'-0"3'-101'-0"1ST F.FLOOR : +50.957'-0"steel tube see thestructural detailsADU T.O.R : +62.27ADU 1ST F.FLOOR : +50.12SLOPE %212'-0"2ND FLOOR F.F:61.95T.O.CURB : 49.55REAR POINT OF THE PROPERTY: 44.14T.O.RIDGE : +73.78 P/L4'-0"9'-0"
8'-75 8" GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.142ND FLOOR TOP:60.952ND FLOOR TOP :60.958'-0"T.O.CURB : 49.01AVERAGE SLOPE : 46.58REAR POINT OF THE PROPERTY: 44.14SECTIONS A3.0DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 SCALE : 3/16" = 1'-0 " 12'-0"_____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
2'-8"7'-0"Door ScheduleType Mark Count Width Height1 6' - 0"D3D4 D-4Window ScheduleType Mark Count Width HeightTEMPEREDW1W3W4W5 1 N:8#W2D118' - 0"3' - 0"TYPE67' - 0"2' - 8" D-1 N:1#TEMPEREDTYPE8'-0"6'-0"4' -6"4' -0"16' -10"7' -0"7' - 0"10' - 6"5' - 0"FIX.5' - 0"8' - 0"8W7 44' -6"6' - 0"6'-0"8'-0" D-3 N:1#11SL.W8 12' -6"8' - 0"W9 32' -6"2' - 0"CAS.TEMPEREDYESD58' - 0"12' - 0"1D6 1TEMPEREDCAS.CAS.CAS.BIFOLDMAIN DOOR10'-0"7'-0" D-10 N:1#5698'-0"12'-0"14'-0"4'-0"8'-0"710213131566'-0"4'-6"3'-0"4'-6"3'-0"
7'-0"3'-0"7'-0"6"5'-0"4'-6"5'-0"16'-10"2'-1"9'-0"3'-0"7'-0"8'-0"7'-0"1'-0"6'-0"6'-0"2'-0"4'-0"
3'-6"18111216892'-6"4'-0"2'-6"7'-0"6"7'-0"3'-6"3'-0"2'-6"5'-0"7'-11"2'-6"2'-0"2'-6"
3'-0"W3 N:1#W2 N:1#W1 N:1#W13 N:1#FIXFIXFIXFIXFIXFIXFIXFIXFIXFIXW6 N:3#W14 N:2#W4 N:1#W15 N:1#5'-9"5'-10"
5'-10"5'-3"W 5 N:1#1'-0"1'-10"W7 N:4#5'-0"4'-0"W16 N:3#W8 N:1#W9 N:3#176'-0"4'-0"W17 N:1#W12 N:4#14W11 N:1#W10 N:1#W18 N:1#55'-5 1/2"7'-0"7'-0" D-11 N:1#2'-8"7'-0" D-4 N:8#2'-8" D-8 POCKET DOOR N:2#6' - 0" 8' - 0"CLOSET DOORD48' - 0"2' - 8"8DOORCAS.DOORD88' - 0"2' - 8"2POCKET DOORCAS.D97' - 0"8' - 0"1EXTERIORCAS.8' - 0"14' - 0"CAS.D107' - 0"10' - 0"1INTERIOR CLOSETSLIDD117' - 0"7' - 0"1INTERIOR CLOSETCAS.8'-0"YES1YESCAS.W19 N:1#W10W11W12W13W14W15W16W17W18W19W204' -0"2' - 0"1CAS.16' -0"6' - 0"CAS.YESCAS.YESCAS.FIX.15' -10"5' - 9"3' - 0"14' -6"W6 37' -0"3' - 0"CAS.5' - 0"2' - 6"24' - 0"2' - 6"4CAS.CAS.CAS.16' - 0"4' -0"CAS.CAS.5' - 0"4' -0"32' - 6"7' -0"1CAS.7' -0"3' - 6"1193'-0"WINDOWS & DOORS SCHEDULE A7.0DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 _____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING
A3.DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 1___________ ) BEHROOZ NEMATI2 07/31/2025 PLANNINGSCALE : 3/16" = 1 " LEFT ELEVATION COMPARISONAPREVIOUSLY PROPOSED LEFT SIDE ELEVATION8'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"11'-0"
3'-10
RIDGE : +73.781'-0"1ST F.FLOOR : +50.969'-0"P/L7'-0"8'-0"ADU 1ST F.FLOOR : +50.12(E) GRADE:45.005'-27 8"STAND SEAM METALROOFSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METAL ROOF2X4 VELUX SKYLIGHTMETAL RAILING WITH METAL WIRE 42 INCH HEIGHTWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWALL OUTDOOR CLADDINGCOMPOSITE SIDINGMAXIMUM HEIGHT 30'45689661479914MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDST.O.CURB : 49.01AVERAGE SLOPE : 46.58(E) T.O. CURB:51.499'-0"MAXIMUM HEIGHT 30' : 80.254GRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCREVISED PROPOSED LEFT SIDE ELEVATION8'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"11'-0"
3'-10
RIDGE : +73.781'-0"1ST F.FLOOR : +50.969'-0"P/LL7'-0"8'-0"ADU 1ST F.FLOOR : +50.125'-11 2"(E) GRADE:45.005'-27 8" GARAGE:45.80STAND SEAM METALROOFSMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCVENEER CEMENT PANELSTAND SEAM METALROOF2X4 VELUX SKYLIGHTMETAL RAILING WITH METAL WIRE 42 INCH HEIGHTVENEER CEMENT PANELWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWALL OUTDOOR CLADDINGCOMPOSITE SIDINGMAXIMUM HEIGHT 30'4568966
1479914MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDST.O.CURB : PERTY: 44.14AVERAGE SLOPE : 46.85(E) T.O. CURB:51.49
A3.DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 1_____________ re) BEHROOZ NEMATI2 07/31/2025 PLANNING12'-0"MAXIMUM HEIGHT 30' : 80.2545°(E) T.O. CURB:51.49AVERAGE SLOPE:48.688'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"
11'-0"
3'-10
T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86728P/LP/LMIN 4" BUILDING NUMBERILLUMINATED122.512'-31 4"SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOF ,GRAY COLORREAR 2 CAR GARAGEWALL OUTDOOR CLADDINGCOMPOSITE SIDING2129'-618"3131915ENTRY PIVOT LEFT SWING WOODEN DOOR STAINEDWITH METAL FRAME7'-6"
7'-0"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSMIDDLE POINT : 50.2545°12'-2"4'-278"T.O.CURB : 49.01AVERAGE SLOPE : 46.58REAR POINT OF THE PROPERTY: 44.1423'-7"6'-5"GRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCBPREVIOUSLY PROPOSED MAIN ELEVATIONREVISED MAIN ELEVATIONP/LP/LADU 1ST F.FLOOR : +50.122ND F.FLOOR : +52.2712'-0"122.5122.5122.5122.5122.5122.5122.5MAXIMUM HEIGHT 30'12'-0"ADU T.O.R : +62.27516165169STAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTGRAY SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC7'-6"
7'-6"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDS(E) T.O. CURB:51.49AVERAGE SLOPE:48.688'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"
11'-0"
3'-10
T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86P/L45° GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.14T.O.CURB : 49.01AVERAGE SLOPE : 46.5845°
8'-11 2"
8'-95 8"WHITE SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBC12'-0"1'-918"PREVIOUSLY PROPOSED REAR ELEVATIONREVISED REAR ELEVATIONFRONT & REARELEVATIONS COMPARISONP/LP/L T.O.R : 57.00ADU 1ST F.FLOOR : +50.122ND F.FLOOR : +52.2712'-0"122.5122.5122.5122.5122.5122.5122.5MAXIMUM HEIGHT 30'12'-0"ADU T.O.R : +62.27 GARAGE:45.80516166169STAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTSMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCT.O.P 54.55T.O.R 57.707'-6"
7'-6"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDST.O.CURB : 49.55AVERAGE SLOPE : 46.85(E) T.O. CURB:51.49AVERAGE SLOPE:48.6758'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"11'-0"3'-10 T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86P/LREAR POINT OF THE PROPERTY: 44.1445°45°T.O.CURB : 49.55AVERAGE SLOPE : 46.8512'-0"MAXIMUM HEIGHT 30'45°(E) T.O. CURB:51.49AVERAGE SLOPE:48.6758'-0"10'-0"2ND FLOOR :61.95T.O.P : +69.9511'-10"
11'-0"
3'-10
T.O.RIDGE : +73.781'-0"1ST F.FLOOR : +50.95REAR POINT OF THE REAR :45.86728P/LP/LVENEER CEMENT PANELMIN 4" BUILDING NUMBERILLUMINATED122.512'-0"SMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOF ,GRAY COLORREAR 2 CAR GARAGEWALL OUTDOOR CLADDINGCOMPOSITE SIDING2129'-618"3131915ENTRY PIVOT LEFT SWING WOODEN DOOR STAINEDWITH METAL FRAME7'-6"
7'-6"MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSREAR POINT OF THE PROPERTY: 44.14MIDDLE POINT : 50.2045°12'-214"4'-278"
A3.DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 1___________ e) BEHROOZ NEMATI2 07/31/2025 PLANNINGSCALE : 3/16" = 1 " REVISED RIGHT SIDE ELEVATION00808'-0"10'-0"2ND FLOOR F.F:61.95T.O.P : +69.9511'-10"11'-0"3'-10 RIDGE : +73.781'-0"1ST F.FLOOR : +50.95P/L7'-0"8'-0"ADU 1ST F.FLOOR : +50.12(E) GRADE:44.80P/LP/LADU T.O.R : +62.27 B VENTFOR GASFIREPLACESMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH WHITE STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOFWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWINDOWS LEVEL : 59.0067101212171212MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSVELUX SKYLIGHTSSTAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTROOF WITH 2 LAYERSOF UNDERLAYMENT(E) T.O. CURB:51.49AVERAGE SLOPE:48.675 GARAGE LEVEL :45.16 T.O.R : 56.50 T.O.P : 53.39 GRADE LEVEL :44.148'-6"4'-0"611115'-93 4"2'-21 4"SMOOTH GRAY STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCRIGHT ELEVATIONSCOMPARISONC8'-0"10'-0"2ND FLOOR F.F:61.95T.O.P : +69.9511'-10"11'-0"3'-10 RIDGE : +73.781'-0"1ST F.FLOOR : +50.96P/L7'-0"8'-0"ADU 1ST F.FLOOR : +50.12(E) GRADE:45.00P/LADU T.O.R : +62.27 T.O.R : 57.00 T.O.P : 53.80 B VENTFOR GASFIREPLACESMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSMOOTH STUCCO SHALL BE COATSOVER TWO LAYERS OF GRADE D PAPER& REQUIRED CONTROL JOISTS PER CBCSTAND SEAM METALROOFWALL OUTDOOR CLADDINGCOMPOSITE SIDINGWINDOWS LEVEL : 59.00779710111212171212MARVIN ALUMINUMWINDOWS WITH THEMULLION GRIDSVELUX SKYLIGHTSSTAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENTSTAND SEAM METALROOF WITH 2 LAYERSOF UNDERLAYMENT T.O. CURB:51.49REAR POINT OF THE PROPERTY: 45.8 RAGE SLOPE:48.675PREVIOUSLY PROPOSED RIGHT SIDE ELEVATION
RENDERS A3.DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 1_____________ re) BEHROOZ NEMATINORTH VIEW FROM EXTERIOR PATIOWEST BIRD VIEW WEST BIRD VIEWWEST STREET VIEW NORTH WEST & SOUTH EAST ELEVATIONSNORTH BIRD VIEW2 07/31/2025 PLANNING
RENDERS A3.DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.
BURLINGAME CA 94010
(2) Story New Single Family House
728 NEWHALL RD, BULINGAME, CA 94010 02/20/2025 _____________ re) BEHROOZ NEMATI2 2 ALTERNATIVEA PROPOSEDSOUTH BIRD VIEWEAST BIRD VIEWSOUTH STREET VIEW
MATERIAL BOARD A3.3DESCRIPTIONPROJECT NO.DATEDATESHEET TITLESHEET NO.REVAPPROVED ARCHITECTURAL & SITE APPLICATION:CONSULTANTPROJECT21060 HOMESTEAD RD, CUPERTINO , CA 95014T: 650.665.0439BNDS2.25.2025PLANNING 6.1.2021F21.1728 NEWHALL RD.BURLINGAME CA 94010(2) Story New Single Family House728 NEWHALL RD, BULINGAME, CA 9401002/20/2025 STANDING SEAM METAL ROOFA PAINTED STUCCOBGARAGE DOOR- COLPAY CANYON RIDGE: COLLECTION MODERN SERIESENTRY DOORENTRY PAVER- TECHO-BLOCENTRY PAVER- TECHO-BLOCPATERN & COLOR SMOOTH WHITE STUCCO STANDING SEAM METAL ROOFINGCLASSIC METAL ROOFING SYSTEM MATT FINISH & BE NON REFLECTIVE MARVING ALUMINUM WINDOW SYSTEM & REAR PATION BIFOLD ALUMINUM DOORREAR BALCONY'S RAILINGSLATPANEL OAK EXTERIOR COMPOSITE WOOD EFFECT WALL PANELS PAVERS WITH GRASS NOTE: THE GRIDS ARE MULLIONS NOT MURTINS STAIN WOOD WITH METALFRAMETURFSTONE WITH DECORATIVEGRAVEL _____________ re) BEHROOZ NEMATISMOOTH GRAY STUCCO2 07/31/2025 PLANNING
SMP
ENGINEERS
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2 07/31/2025 PLANNING
SMP
ENGINEERS
2 07/31/2025 PLANNING
SMP
ENGINEERS
X
PLAN
Y
X
Y
SECTION Y-YSECTION X-X
SECTION W-W
W
PLAN
Z Z
W
SECTION Z-Z
X
PLAN
X
SECTION W-W
W
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SECTION X-X
ELEVATION VIEW
2 07/31/2025 PLANNING
PLAN VIEW
SECTION A - A
STORM INLET SEDIMENT TRAP-FIBER ROLLS
CONCRETE WASHOUT AREA
EROSION AND SEDIMENT CONTROL NOTES AND MEASURES
EXISTING DRAINAGE INLET PROTECTION
PLAN
FIBER ROLL NOTES
FIBER ROLL
SECTION B-B
TEMPORARY COVER ON STOCK PILE
PERSPECTIVE
STABILIZED CONSTRUCTION ENTRANCE
(TO BE MAINTAINED)
Maintenance
PLAN
PROFILE
SMP
ENGINEERS
2 07/31/2025 PLANNING
SMP
ENGINEERS
2 07/31/2025 PLANNING
2 07/31/2025 PLANNING
2 07/31/2025 PLANNING
2 07/31/2025 PLANNING
TREE PROTECTIONPLANSHEET 1 of 2T-1.1SCALE: AS SHOWN728 NEWHALL ROAD
BURLINGAME, CALIFORNIA 94010
HEARTWOOD
CONSULTING ARBORISTS
266 S Hill Blvd. San Francisco, CA 94112
650.542.8733 w/heartwoodarborists.com8x DBH 18'-7"4'-0"19'-4"XXXXXXTree #9 Driveway Edge (Hand Excavation Area)In the area indicated by the orange line, all demolition and excavation activities shallbe performed by hand to the full planned depth of the driveway, including sub-base.All roots encountered shall be cleanly cut using a sharp handsaw orreciprocating saw. Roots shall not be crushed or torn.A root barrier is recommended along the edge of the new driveway to reduce thepotential for future root encroachment.27'-10"Trees #4 and #5 (Garage FootingEdge – Hand Excavation Area)Along edge of the garage footingexcavation shall be performed by handto the full planned depth of the footing.Roots encountered within the top 12inches of the soil profile shall becleanly cut using a sharp handsawor reciprocating saw. Roots shallnot be crushed or torn.No disturbance is permitted below12 inches.Red Polygon AreaWithin the area denoted by the redpolygon, no disturbance is permittedbelow 24 inches from existing grade.Any roots greater than 2 inches indiameter encountered during workshall be left intact and undamageduntil they can be evaluated by theProject Arborist.Tree #4 – Irrigation Mainline Irrigation mainline (yellow) near Tree#4 shall be relocated farther from thetree if feasible, and must beexcavated by hand, regardless of finalplacement, to avoid unnecessary rootdisturbance.Green Polygon Area Within the area shown as the greenpolygon, mechanical tilling is prohibited. All vegetation removaland replanting shall be performed byhand, with care taken to avoiddisturbing or damaging any rootsgreater than 2 inches in diameter.IRRIGATION IRRIGATE THE ENTIRE AREA WITHIN THE GREEN POLYGON ONCEEVERY FOUR (4) WEEKS BETWEEN APRIL AND OCTOBER,APPLYING ENOUGH WATER TO WET THE SOIL TO A DEPTH OF 18TO 24 INCHES.IRRIGATION SHALL BE PERFORMED USING EITHER:– A NETWORK OF SOAKER HOSES SPACED NO MORE THAN 24INCHES APART, OR– A PORTABLE OVERHEAD TRIPOD SPRAYER.THE ENTIRE AREA WITHIN THE GREEN POLYGON MUST BEUNIFORMLY WETTED DURING EACH IRRIGATION CYCLE.PROJECT ARBORIST MATTHEW FRIED - ISA NO. MA-4851Bmatthew@heartwoodarborists.com650-542-8733TREE INVENTORY & ASSESSMENT TABLE*TRUNK DIAMETERS OF OFFSITE TREES ARE VISUAL ESTIMATESREFER TO SHEET T-1.2 FOR TREEPROTECTION REQUIREMENTSARBORIST NOTESTREE INVENTORY DATE: 5/12/2025TREE PROTECTION MARKUP BY: MATTHEW FRIED (ISA NO. MA-4851B) BASE DRAWING:Irrigation Plan (Sheet L3) prepared by Jeffrey Heid, dated April 3, 2025PROTECTED TREENON-PROTECTED TREETREE (REMOVE)TREE PROTECTION FENCELEGENDX12123456789XRevised05/23/2025 11:33:14 AM
---------------------------------PRECONSTRUCTION PHASE---------------------------------------1.TREE PROTECTION FENCES. - FENCES SHALL BE INSTALLED AT THE LOCATIONS AND DISTANCES SHOWN ON SHEET T-1. - FENCES SHALL CONFORM TO THE SPECIFICATION AT RIGHT.THE AREA WITHIN THE FENCE IS THE TREE PROTECTION ZONE (TPZ).2.TREE PROTECTION VERIFICATION NOTIFY THE PROJECT ARBORIST AFTER TREE PROTECTION MEASURES HAVE BEENINSTALLED. THE PROJECT ARBORIST SHOULD INSPECT THE MEASURES TO VERIFY THEIRCOMPLIANCE.3.MEETING WITH PROJECT ARBORISTPRIOR TO BEGINNING ANY WORK OR DEMOLITION, ALL CONTRACTORS INVOLVED WITH THEPROJECT SHOULD ATTEND A PRE-CONSTRUCTION MEETING WITH THE PROJECT ARBORISTTO: •REVIEW THE TREE PROTECTION GUIDELINES. ACCESS ROUTES, STORAGE AREAS, ANDWORK PROCEDURES WILL BE DISCUSSED. •IDENTIFY ANY POTENTIAL CLEARANCE PRUNING THAT MAY BE REQUIRED TO ACCOMMODATECONSTRUCTION.•THE GENERAL CONTRACTOR OR PROJECT MANAGER IS RESPONSIBLE FOR SCHEDULINGTHIS MEETING.-------------------------------------------------DEMOLITION PHASE------------------------------------------------4.WHEN DEMOLISHING EXISTING FEATURES WITHIN TPZS, START WORK CLOSE TO TREESAND MOVE BACKWARD, LIMITING EQUIPMENT TO STILL-PAVED AREAS. ------------------------------------------CONSTRUCTION PHASE-----------------------------------------------5. MAINTAIN TREE PROTECTION FENCES AROUND ALL TPZS AND INSPECT DAILY FOR DAMAGEAND PROPER FUNCTION.6. DO NOT REMOVE, ADJUST, OR WORK INSIDE ANY TPZ WITHOUT CONSULTING THE PROJECTARBORIST.7. ANY WORK WITHIN ANY TPZ MUST BE APPROVED BY THE PROJECT ARBORIST PRIOR TOBEGINNING THE TASK.8. ROOT MANAGEMENT•IF ROOTS OVER 1” IN DIAMETER ARE ENCOUNTERED WHEN EXCAVATING IN ANY LOCATION:•HAND-DIG THE EDGE NEAREST THE TRUNK TO THE FULL DEPTH OF THE FEATURE BEINGINSTALLED OR TO A DEPTH OF 3 FEET, WHICHEVER IS SHALLOWER.•ROUTE CONDUIT AND OTHER FEATURES AROUND AND BETWEEN ROOTS WHEN POSSIBLE.•IF ROOTS 1-2 INCHES IN DIAMETER MUST BE CUT, SEVER THEM CLEAN AND SQUARE ATUNDAMAGED TISSUE USING BYPASS PRUNERS FOR A SHARP SAW.•IF ROOTS OVER 2" MUST BE CUT, STOP WORK IN THAT AREA AND CONTACT THE PROJECTARBORIST IMMEDIATELY FOR GUIDANCE.•THE PROJECT ARBORIST WILL INSPECT THE EXPOSED ROOT(S) TO ASSESS THE IMPACT OFCUTTING AND OVERSEE/DOCUMENT ANY APPROVED ROOT CUTTING.•EXPOSED ROOTS AND UPPER 3 FEET OF TRENCH WALLS SHALL BE COVERED WITH 3-4LAYERS OF BURLAP OR ABSORBENT FABRIC AND KEPT MOIST UNTIL BACKFILLED.9. PRUNING / TRIMMINGANY PRUNING OF ANY LIMBS OR ROOTS OVER 2” DIAMETER MUST BE SUPERVISED BY THEPROJECT ARBORIST.----------------------------POST-CONSTRUCTION PHASE---------------------------10. POST-CONSTRUCTION REMEDIAL TREATMENTS AND/ORMAINTENANCE MAY BE PRESCRIBED BY THE PROJECT ARBORISTNEAR THE END OF THE PROJECT. ANY DIRECTIVES WILL BESITE-SPECIFIC AND TAILORED TO:•THE OBSERVED DISRUPTIVENESS OF CONSTRUCTION ACTIVITIES•TREE CONDITION AND RESPONSE TO CONSTRUCTION•TIME OF YEAR AND RECENT WEATHERTREE PROTECTION REQUIREMENTSPROJECT ARBORIST MATTHEW FRIED - ISA NO. MA-4851Bmatthew@heartwoodarborists.com650-542-8733TREE PROTECTIONTREE PROTECTION ZONE (TPZ)6'-0"ANY WORK WITHIN TPZ MUST BE APPROVED BY THE PROJECT ARBORIST PRIOR TO BEGINNING THE TASK.Matthew FriedHeartwood Consulting Arborists650-542-8733SECTION VIEWKEEP OUTTREEPROTECTIONAREAURBAN TREE FOUNDATION Modified by Heartwood Consulting ArboristsSigns11" x 17" YELLOW English & Spanish LAMINATED 15 ft spacingTree Protection Fence 6'0" metal chain linkMetal posts1.5" diameterdriven 2 ft into ground 10 ft max spacing 6 inches fresh wood chipsSee Tree Preservation Plan (Arborist Report) for Fence LocationsSEE SHEET T-1.1TREE PROTECTIONPLANSHEET 2 of 2T-1.2SCALE: AS SHOWN728 NEWHALL ROADBURLINGAME, CALIFORNIA 94010HEARTWOOD CONSULTING ARBORISTS266 S Hill Blvd. San Francisco, CA 94112650.542.8733 w/heartwoodarborists.comRevised05/23/2025 11:33:32 AM
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4-PLY 1"x 2'--0" RUBBER
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�--RUBBER TIES PLACED 5• MAX BEL.OW MAI N FORK OR BRANCH INSTALLED WITH A TWIST AND NAILED TO STAKE
(2) 2" DIA LODGE POLE PINE STAKES
-15 GAL. OR SMALLER(2)3" DIA LODGE POLE PINE STAKES
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2" CALV. NAILS EACH CO N NECTION
(LOCATE O N PREVAILI N G
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PIPE SIZE -MATCH BASE OF HEAD
PROVIDE A 4• MIN., 6" MAX. SLOT TO ALLOW FOR SITTLEMENT
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FABRIC.
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GRATE COVER
4• OJA. x 3'-0" PERFORATED ----�
STYRENE DRAIN PIPE
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NOTES: BUBBLER IRRIGATION
USE 2 PIPES IN CONCRETE CUT-OUT AREAS. PUT PIPE ON UPHILL SIDE OF TREE. LEVEL SITE NORTH OF TREE.
PIPE WITH 112 IN. DRAIN ROCK
NOM.
BUBBLER DETAIL
PERFORATED
PIPE
BUBBLER
HEAD
...•
c,, •Note: to pass final inspection:
•Flare at base of trunk (root crown) above soil
grade (may be buried in nursery pot, locate
flare at planting)
•Trees are to have two stakes and only one
crossbrace as per above detail.
•Nursery stake is to be removed, and hole filled
with soil.
•Ties are to be loosely installed so the tree can
move when shaken.