HomeMy WebLinkAboutReso - PC - 2024-02.12 - 8ADocuSign Envelope tD: C06AEF25-95D1-4FD6-S6AC-6CD3890338EE
RECORDING REQUESTED BY
Planning Depadment
City of B!rlngame
WHEN RECORDED II,IAIL TO
COMMUNITY DEVELOP[/ENT DEPARTMENT
CIry OF BURLINGAME
501 PRII\,,IROSE ROAD
BURLINGAME, CA 94010
2024-025402
3:04 pm 0511!V2024 Rl Fso: NO FEE
Count of Pag€a4
Recorded in Off icial Records
County oI San Mateo
Mark Church
Assesso r€ounty Clerk-Recorder
lliI llffil]liil illilI]]lillflilt t]fl1]l ili*$R0003161e49$*
Resolution No. 2024-02. 1 2-8A
2204 HILLSIDE DRIVE
APN 027-165-080
TITLE OF DOCUMENT
I hereby certify this to be a full, true and conect copy ofthe
document it purports to be, the original of which is on file in my
office.
Date Febtuary 23 , 2024
buiw eaykw.r
B{,#-t.i tit &M E
bATEOE
Kevin Gardiner, AICP, Community Development Director
I 7Y
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW AND
SPECIAL PERMITS
RESOLVED, by the Planning Commission of the City of Burlingame that
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn
Review and S DC cial Permits for first floor olate he ht and attached oaraoe for a n ew. two-storv sinole
unit dwellino and attached oaraoe at2214 Hillside Dr e. zoned R-1 . Glenn and Corinne K. Chiu. orooertv
owners. APN: 027-165-080;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on February
12.2024, at which time it reviewed and considered the staff report and all other written materials and
testimony presented at said hearing:
NOW, THEREFORE, it is RESOLVED and DETERMINED by this Planning Commission that:
On the basis of the lnitial Study and the documents submitted and reviewed, and comments
received and addressed by this commission, it is hereby found that there is no substantial
evidence that the project set forth above will have a significant effect on the environment, and
categorical exemption, per Section 15303 (a) of the CEQA Guidelines, which states that
construction of a limited number of new, small facilities or structures, including one single-unit
residence, or a second dwelling unit in a residential zone, is exempt from environmental review.
ln urbanized areas, this exemption may be applied to the construction or conversion of up to three
(3) single-unit residences as part of a project, is hereby approved.
Said Design Review and Special Permits are approved subject to the conditions set forth in Exhibit
"A" attached hereto. Findings for such Design Review and Special permits are set forth in the
staff report, minutes, and recording of said meeting.
1
2
3 It is further directed that a certified copy of this resolution
County of San Mateo.
rded in the official records ofthe
l
J
n
Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the forego
Planning Commrssion held on
2204 H|LLS|DE DR - RESO 2024{12.12{AAYES: COUAROTO, HORAI{, LOWENTHAL
PFAFF, SCHI ID, SHORES, TSENOES: NOI{E
ABSENT NONE
RECUSED: NO E
ing resolution was introduced and adopted at a regular meeting of the
the 12s dav of Februarv, 2024 by the following vote:
Secretary
2
4
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review and Special permits
2204 Hillside Drive
Effective February 22, 2024
Page 1
that the project shall be built as shown on the plans submitted to the Planning Division date
stamped January 31 , 2024, sheets A0.1 through 43.6, sheet A8.1 , sheets Ag.1 through Ag.3
and sheet L1 .0;
that any changes to building materials, exterior finishes, windows, architectural features, roof
height or pitch, and amounl or type of hardscape materials shall be subject to Planning Division
or Planning Commission review (FYl or amendment to be determined by planning staff);
that any changes to the size or envelope of the basement, first or second floors, or garage,
which would include adding or enlarging a dorme(s), shall require an amendment to this
permit;
that any recycling contajners, debris boxes or dumpsters for the construction project shall be
placed upon the private property, if feasible, as determined by the Community Development
Director:
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;
that prior to issuance of a building permit for construction of the project, the project construction
plans shall be modifled 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 modifled or changed without the
approval of the Planning Commission. or City Council on appeal;
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 detarls shall be included and approved in the construction plans before a Building
permit is issued.
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;
6
7
8
9. that the project shall meet all the requirements of the California Building and Uniform Fire
codes, in effect at time of building permit submittal, as amended by the city of Burlingame;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
10. that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design professional,
that demonstrates that the project falls at or below the maximum approved floor area ratio for
the property;
1
E
EXHIBIT "A"
that priorto 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;
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;
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
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.
14
Conditions of Approval for Categorical Exemption, Design Review and Special permits
2204 Hillside Drive
Effective February 22, 2024
Page 2
11.
12.
13.
REFDblOvnW D
REFARCHITECT
MORRIS ARCHITECTURE LLC
12 COZZOLINO CT.
MILLBRAE, CA 94030
T. 650.995.1360
RYAN@MORRIS-ARCH.COM
STRUCTURAL ENGINEER
MORRIS SHAFFER
ENGINEERING
1300 INDUSTRIAL RD.
SUITE 14
SAN CARLOS, CA 94070
T. 650.595.2973
PROJECT DIRECTORY
GEOTECHNICAL ENGINEER:
MICHELUCCI & ASSOCIATES, INC.
1801 MURCHISON DRIVE, SUITE 210
BURLINGAME, CA 94010
T. 650.692.0163
JOE@MICHELUCCI.COM
TITLE 24 ENERGY & GREEN:
A PLUS GREEN ENERGY SERVICES
41 C HANGAR WAY
WATSONVILLE, CA 95076
T. 408.310.0081
REMOVAL OF EXISTING RESIDENCE. CONSTRUCTION OF NEW TWO STORY
RESIDENCE, AND DETATCHED ADU
PROJECT DESCRIPTION
VICINITY MAP
N
GENERAL NOTES
CODES
THE WORK SHALL CONFORM TO THE CALIFORNIA TITLE 24:
PART 2 2022 CALIFORNIA BUILDING CODE
PART 2.5 2022 CALIFORNIA RESIDENTIAL CODE
PART 3 2022 CALIFORNIA ELECTRICAL CODE
PART 4 2022 CALIFORNIA MECHANICAL CODE
PART 5 2022 CALIFORNIA PLUMBING CODE
PART 6 2022 CALIFORNIA ENERGY CODE
PART 9 2022 CALIFORNIA FIRE CODE
PART 11 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
AND THE BURLINGAME MUNICIPAL CODE
DRAWINGS
1. GENERAL CONDITIONS. THE STANDARD A.I.A. GENERAL CONDITIONS ARE HEREBY
MADE 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 STUD OR FACE OF CONCRETE,
OR TO THE CENTERLINE OF 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 NEW
CONSTRUCTION NECESSARY FOR THE WORK, BUT ARE NOT INTENDED TO BE ALL-
INCLUSIVE.
GENERAL CONTRACTOR'S RESPONSIBILITIES
6. PLANS ON SITE. THE GENERAL CONTRACTOR (HEREAFTER G.C.) SHALL MAINTAIN A
CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON THE JOB SITE
DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES AND SHALL
PROVIDE ALL SUBCONTRACTORS WITH CURRENT CONSTRUCTION DRAWINGS.
7. DISCREPANCIES. THE G.C. IS RESPONSIBLE FOR THOROUGH REVIEW OF THESE
DOCUMENTS AND EXISTING FIELD CONDITIONS PRIOR TO THE COMMENCEMENT OF
ANY WORK. ANY ERRORS, OMISSIONS, OR CONFLICTS FOUND ARE TO BE BROUGHT
TO THE IMMEDIATE ATTENTION OF THE ARCHITECT IN WRITING FOR CLARIFICATION.
8. SUBSTITUTIONS. THE G.C. IS REQUIRED TO NOTIFY ARCHITECT IN WRITING OF ANY
SUBSTITUTION, REVISION OR PROPOSED ALTERNATE AT LEAST TWO WEEKS PRIOR
TO THE ORDER OR INSTALLATION OF SAID ALTERNATE IN ORDER TO ALLOW FOR
NECESSARY COORDINATION AND APPROVALS.
9. INSPECTIONS. THE G.C. IS RESPONSIBLE FOR THOROUGH REVIEW OF THE
ARCHITECTURAL AND STRUCTURAL DRAWINGS, GEOTECHNICAL REPORT, AND THE
ENERGY AND GREEN COMPLIANCE MANDATORY MEASURES AND IS RESPONSIBLE
FOR SCHEDULING AND BEING PRESENT FOR ANY INSPECTIONS OR OBSERVATIONS
REQUIRED. (MIN. 48 HOURS NOTICE FOR SITE VISITS)
10. SAFETY. THE G.C. SHALL BE SOLELY RESPONSIBLE FOR SAFETY ON THE JOB SITE
AND ADHERE TO ALL FEDERAL, STATE, LOCAL AND OSHA SAFETY REGULATIONS.
11. DEFERRED SUBMITTALS. DEFERRED SUBMITTAL DOCUMENTATION SHALL BE
SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW
THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING
THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND
TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE PROJECT. THE
DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND
SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
12. WORKMANSHIP. ALL WORKMANSHIP IN ALL TRADES SHALL BE OF THE HIGHEST
QUALITY, BY PERSONS ESPECIALLY SKILLED AT ASSIGNED TASKS, AND SHALL
RESULT IN A NEAT AND CLEAN INSTALLATION. ALL WORK SHALL BE INSTALLED TRUE,
PLUMB, LEVEL, SQUARE, AND IN PROPER ALIGNMENT. NOTIFY ARCHITECT AND
OWNER OF EXISTING 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 THE
MANUFACTURER.
14. BRACING AND SHORING. DESIGN AND INSTALLATION OF ALL TEMPORARY BRACING
AND SHORING IS THE SOLE RESPONSIBILITY OF THE G.C.
GENERAL NOTES
15. CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORY REQUIREMENTS
16. HERS VERIFICATION. SEE SHEET EN.1 FOR MANDATORY HERS VERIFICATION
REQUIREMENTS
17. WILDLAND URBAN INTERFACE (WUI). SEE SHEETS A6.1, A8.1, A8.2 FOR ALL DETAILS
AND NOTES REGARDING REQUIRED FIRE PROTECTION MEASURES OF BUILDING
EXTERIOR PER CRC R337 AND CBC CHAPTER 7A
PROJECT DATA
APN #027165080
ZONE R1
OCCUPANCY GROUP R-3/U
CONSTRUCTION TYPE V-B
AUTOMATIC SPRINKLERS YES
STORIES 2
SPECIAL HAZARD ZONES N/A
SITE AREA 6000 SF
FLOOR AREA -INTERIOR LOT WITH ATTACHED GARAGE:
.32 x LOT AREA [6000] + 1,100 SF = 3020 SF
LOCATION EXISTING PROPOSED
GROUND FLOOR CONDITIONED AREA 391 SF ------SF
FIRST FLOOR CONDITIONED AREA 1535 SF 1496 SF
SECOND FLOOR CONDITIONED AREA ------SF 1202 SF
ATTACHED GARAGE 417 SF 320 SF
TOTAL 2343 SF 3018 SF
SITE COVERAGE -MAX. ALLOWED (40%) = 2400 SF
LOCATION EXISTING PROPOSED
MAIN HOUSE FOOTPRINT 1535 SF 1816 SF
FRONT PORCH 115 SF 63 SF
REAR DECK -----SF 287 SF
TOTAL 1650 SF 2166 SF
DEFERRED SUBMITTALS
1. FIRE SPRINKLERS SHALL BE INSTALLED IN ACCORDANCE WITH NFPA 13D AND
STATE AND LOCAL REQUIREMENTS. SHOP DRAWINGS SHALL BE APPROVED BY THE
FIRE DEPARTMENT PRIOR TO INSTALLATION. PROVIDE MIN. 1" WATER METER
BACKFLOW PREVENTION DEVICE/DOUBLE CHECK VALVE ASSEMBLY, AND ALL
SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPE AREAS.
2. CONSTRUCTION WASTE MANAGEMENT PLAN ON SHEET GB.1 3. NEW 2.96?? KW MIN.
PHOTOVOLTAIC SOLAR PANEL SYSTEM UNDER SEPARATE PERMIT PER SHEET EN.1
3. ROOF TRUSS DESIGN AND SHOP DRAWINGS UNDER DEFERRED SUBMITTAL PER
STRUCTURAL PLANS
4. LANDSCAPE DESIGN
FOUNDATION / SOILS (GEOTECH. REPORT)
1. THE ARCHITECT IS NOT RESPONSIBLE FOR THE ADEQUACY OF THE FOUNDING
SOILS. THE FOUNDATION DESIGN IS PREPARED BY THE STRUCTURAL
ENGINEER, AND BASED UPON A GEOTECHNICAL REPORT BY THE ABOVE LISTED
GEOTECHNICAL ENGINEER.
2. SEE STRUCTURAL DRAWINGS, GEOTECHNICAL REPORT, AND/OR CIVIL
DRAWINGS FOR ADDITIONAL CRITERIA REGARDING FOUNDATIONS,
EXCAVATION, EARTHWORK, SITE PLACEMENT OF ANY CONCRETE, AND/OR
DRAINAGE RECOMMENDATIONS
1ST FLR
1384 SF
GARAGE
320 SF
STAIR
112.00 SF
CEILING + 9'-0"
CEILING +11'-0"
2ND FLR
1090 SF
STAIR
112.00 SF
ADU
797 SF
WEEKDAYS: 8:00 A.M. –7:00 P.M.
SATURDAYS: 9:00 A.M. –6:00 P.M.
SUNDAYS AND HOLIDAYS: NO WORK ALLOWED
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 18.07.110 FOR DETAILS.)
(SEE CITY OF BURLINGAME MUNICIPAL CODE, SECTION 13.04.100 FOR DETAILS.)
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-OF-WAY ARE LIMITED TO WEEKDAYS
AND NON-CITY HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.
NOTE: CONSTRUCTION HOURS FOR WORK IN THE PUBLIC RIGHT OF WAY MUST NOW BE
INCLUDED ON THE PLANS.
CONSTRUCTION HOURS
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:05 PM
A0.1
2128Chiu ResidenceTITLE SHEET 2204 Hillside DriveBurlingame, CA 94010# POUND(S) or NUMBER
& AND
(E) EXISTING
(N) NEW
(R) REMOVE
< ANGLE
@ AT
A/V AUDIO/VISUAL
AB ANCHOR BOLT
ABV ABOVE
ACOUS ACCOUSTICAL
ACT ACCOUSTICAL CEILING TILE
AD AREA DRAIN or ACCESS DOOR
ADD ADDENDUM
ADJ ADJACENT or ADJUSTABLE
AFF ABOVE FINISHED FLOOR
AGG AGGREGATE
AHU AIR HANDLING UNIT
ALT ALTERNATE
ALUM ALUMINUM
ANOD ANODIZED
APPROX APPROXIMATE
ARCH ARCHITECTURAL
ASI ARCHITECT'S SUPPLEMENTAL
INSTRUCTIONS
ASPH ASPHALT
AUTO AUTOMATIC
AVE AVENUE
AVG AVERAGE
AWP ACOUSTICAL WALL PANEL
B BASE
B.O. BOTTOM OF
B.O.F. BY OWNER, FUTURE
BD BOARD
BIT BITUMINOUS
BLDG BUILDING
BLKG BLOCKING
BM BEAM or BENCH MARK
BOT BOTTOM
BRG BEARING
BSMT BASEMENT
C CAULKING
C.L. CENTERLINE
CAB CABINET
CATV CABLE TELEVISION
CCD CONSTRUCTION CHANGE
DIRECTIVE
CCTV CLOSED CIRCUIT TELEVISION
CDOT COLORADO DEPARTMENT OF
TRANSPORTATION
CEM CEMENTITIOUS
CFL COUNTERFLASHING
CG CORNER GUARD
CIP CAST IN PLACE
CIRC CIRCUMFERENCE
DRAWING INDEX
SHEET NO.SHEET NAME
ARCHITECTURE
A0.1 TITLE SHEET
LANDSCAPE
L1.0 LANDSCAPE PLAN
ARCHITECTURE
A0.2 TOPOGRAPHICAL SURVEY
A0.3 SITE PLAN / ROOF PLAN
A1.1 BASEMENT DEMO PLAN
A1.2 FIRST FLOOR DEMO PLAN
A2.1 FIRST FLOOR PLAN
A2.2 SECOND FLOOR PLAN
A2.3 ADU FLOOR PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATIONS
A3.3 EXTERIOR ELEVATIONS
A3.4 EXTERIOR ELEVATIONS
A3.5 ADU ELEVATIONS
A3.6 BUILDING SECTIONS
A8.1 DETAILS
A9.1 3D VIEWS - PERSPECTIVE
A9.2 3D VIEWS - PERSPECTIVE
A9.3 3D VIEWS - ARIAL
PROJECT ABBREVIATIONS
N
CJ CONTROL JOINT
CLG CEILING
CLOS CLOSET
CLR CLEAR
CM CENTIMETERS
CMU CONCRETE MASONRY UNIT
CO CHANGE ORDER or CLEANOUT
COL COLUMN
CONC CONCRETE
CONF CONFERENCE
CONN CONNECTION
CONSTR CONSTRUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
CORR CORRIDOR or CORRUGATED
CPT CARPET
CT CERAMIC TILE
CTR COUNTER
CU CUBIC
CY CUBIC YARD
DAMP DAMPROOFING
DBL DOUBLE
DEG DEGREE
DEMO DEMOLISH or DEMOLITION
DEPT DEPARTMENT
DF DRINKING FOUNTAIN
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DISP DISPENSER
DIV DIVISION
DN DOWN
DR DOOR
DS DOWNSPOUT
DTL DETAIL
DWG DRAWING
DWR DRAWER
E EAST
EA EACH
EB EXPANSION BOLT
ED EXHAUST DUCT
EF EXHAUST FAN or EACH FACE
EJ EXPANSION JOINT
EL ELEVATION
ELEC ELECTRICAL
ELEV ELEVATOR
EMER EMERGENCY
ENGR ENGINEER
EOS EDGE OF SLAB
EQ EQUAL
EQUIP EQUIPMENT
ES EACH SIDE
EST ESTIMATE
EW EACH WAY
EWC ELECTRIC WATER COOLER
EWH ELECTRIC WATER HEATER
EXT EXTERIOR
F FARENHEIT
FA FIRE ALARM
FAC FIRE ALARM CABINET
FACP FIRE ALARM CONTROL PANEL
FBO FURNISHED BY OTHER(S)
FD FLOOR DRAIN or FIRE DAMPER
FDN FOUNDATION
FE FIRE EXTINGUISHER
FEC FIRE EXTINGUISHER CABINET
FF FINISHED FLOOR
FFL FINISHED FLOOR LINE
FH FIRE HYDRANT
FHC FIRE HOSE CABINET
FHMS FLAT HEAD MACHINE SCREW
FHV FIRE HOSE VALVE
FHWS FLAT HEAD WOOD SCREW
FIN FINISH(ED)
FIXT FIXTURE
FLG FLASHING
FLR FLOOR(ING)
FLUOR FLUORESCENT
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOM FACE OF MASONRY
FOS FACE OF STUD
FR FIRE RESISTIVE or FIRE RATED
FRP FIBERGLASS REINFORCED
PANEL(ING)
FRT FIRE RETARDANT TREATED
FT FOOT (FEET)
FTG FOOTING
FURN FURNISH(ED)
FURR FURRED or FURRING
FUT FUTURE
FVC FIRE VALVE CABINET
GA GAUGE
GALV GALVANIZED
GB GRAB BAR
GC GENERAL CONTRACTOR
GCMU GLAZED CONCRETE MASONRY
UNIT(S)
GL GLASS or GLAZING
GND GROUND
GR GRADE
GRT GROUT
GWB GYPSUM WALLBOARD
GYP GYPSUM
GYP.
BD.
GYPSUM BOARD
HAS HEADED ANCHOR STUD
HB HOSE BIB
HC HOLLOW CORE or HANDICAPPED
HDAS HEADED DEFORMED ANCHOR
STUD
HDR HEADER
HDWR HARDWARE
HM HOLLOW METAL
HORIZ HORIZONTAL
HR HOUR
HT HEIGHT
HTR HEATER
HVAC HEATING, VENTILATION and AIR
CONDITIONING
HW HOT WATER
HWH HOT WATER HEATER
HWY HIGHWAY
IBC INTERNATIONAL BUILDING CODE
ID INSIDE DIAMETER
IN INCH(ES)
INCAND INCANDESCENT
INCL INCLUD(ED)
INFO INFORMATION
INSUL INSULATION or INSULATED
INT INTERIOR
INTMED INTERMEDIATE
INV INVERT
JC JANITOR CLOSET
JST JOIST
JT JOINT
KD KNOCKDOWN
KIT KITCHEN
KO KNOCKOUT
KP KICK PLATE
LAB LABORATORY
LAM LAMINATE
LAV LAVATORY
LBL LABEL
LDR LEADER
LH LEFT HAND
LKR LOCKER
LP LIGHTING PANEL or LIGHT PROOF
LT LIGHT
LTL LINTEL
LVR LOUVER
MACH MACHINERY
MAG MAGNETIC
MAS MASONRY
MATL MATERIAL
MAX MAXIMUM
MB MOISTURE BARRIER
MECH MECHANICAL
MED MEDIUM
MEMB MEMBRANE
MEP MECHANICAL, ELECTRICAL and
PLUMBING
MEZZ MEZZANINE
MFR MANUFACTURER
MH MANHOLE
MIN MINIMUM
MIRR MIRROR
MISC MISCELLANEOUS
MM MILLIMETERS
MO MASONRY OPENING
MTD MOUNT(ED)
MTL METAL
MUL MULLION
N NORTH
NIC NOT IN CONTRACT
NO NUMBER
NOM NOMINAL
NRC NOISE REDUCTION COEFFICIENT
NTS NOT TO SCALE
OA OVERALL
OC ON CENTER
OD OUTSIDE DIAMETER
OF OUTSIDE FACE
OFF OFFICE
OH OPPOSITE HAND
OPNG OPENING
OPP OPPOSITE
OTO OUTSIDE-TO-OUTSIDE
P PAINT(ED)
P/L PROPERTY LINE
PAC PREVIOUSLY AWARDED
CONTRACT
PAR PARALLEL
PBO PROVIDED BY OTHERS
PC PRECAST
PERF PERFORATED
PERIM PERIMETER
PKG PARKING
PL PLATE
PLAM PLASTIC LAMINATE
PLAS PLASTER
PLBG PLUMBING
PLY PLYWOOD
PNL PANEL
POL POLISHED
PR PAIR or PROPOSAL REQUEST
PREFAB PREFABRICATED
PREFIN PREFINISHED
PRESTR PRESTRESSED
PRIM PRIMARY
PROJ PROJECT
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POST TENSIONED or PORCELAIN
TILE
PTD PAINTED
PTDR PAPER TOWEL DISPENSER AND
RECEPTACLE
PTN PARTITION
PTR PAPER TOWEL RECEPTACLE
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
QT QUARRY TILE
QTY QUANTITY
R RISER
RAD RADIUS
RB RUBBER BASE
RBC RUBBER BASE COVE
RBS RUBBER BASE STRAIGHT
RBT RUBBER TILE
RD ROOF DRAIN or ROAD
RE REFER TO or REFERENCE
REC RECESS(ED)
RECPT RECEPTACLE
REF REFRIGERATOR or
REFRIGERATED
REINF REINFORCED
REQD REQUIRED
RESIL RESILIENT
REV REVISE, REVISED or REVISION(S)
RF RESILIENT FLOORING
RFG ROOFING
RFL REFLECTED
RH RIGHT HAND
RL RAIN LEADER
RM ROOM
RO ROUGH OPENING
ROD ROOF OVERFLOW DRAIN
ROW RIGHT OF WAY
RPM REVOLUTIONS PER MINUTE
RVS REVERSE (SIDE)
RWC RAIN WATER CONDUCTOR
S SOUTH or SEALED
SC SOLID CORE
SCHED SCHEDULE
SD SOAP DISPENSER
SEC SECTION
SF SQUARE FEET
SHT SHEET
SHTG SHEATHING
SHWR SHOWER
SIM SIMILAR
SOFF SOFFIT
SPECS SPECIFICATION(S)
SPKL SPRINKLER
SPKR SPEAKER
SPRT SUPPORT
SQ SQUARE
SR SINK RECEPTACLE
SS STAINLESS STEEL
SSK SERVICE SINK
STA STATION
STD STANDARD
STL STEEL
STOR STORAGE
STRUCT STRUCTURE or STRUCTURAL
SUSP SUSPEND(ED)
SYM SYMMETRICAL
SYS SYSTEM
T TREAD
T&B TOP AND BOTTOM
T&G TONGUE AND GROOVE
TBC TOP OF BACK OF CURB
TELE TELEPHONE
TEMP TEMPORARY or TEMPERATURE
TG TEMPERED GLASS
THERM THERMOSTAT
THK THICK or THICKNESS
THLD THRESHOLD
TO TOP OF
TOC TOP OF CONCRETE
TOS TOP OF STEEL
TOW TOP OF WALL
TPD TOILET PAPER DISPENSER
TPTN TOILET PARTITION
TS TUBE STEEL
TV TELEVISION
TYP TYPICAL
UL UNDERWRITER'S LABORATORY
UNFIN UNFINISHED
UON UNLESS OTHERWISE NOTED
UR. URINAL
USGS U.S. GEOLOGICAL SURVEY
V VOLT
VAR VARY or VARIES
VB VAPOR BARRIER
VCT VINYL COMPOSITION TILE
VENT VENTILATION
VER VERIFY
VERT VERTICAL
VEST VESTIBULE
VIF VERIFY IN FIELD
VIN VINYL or SHEET VINYL
VOL VOLUME
VTR VENT THROUGH ROOF
VWC VINYL WALL COVERING
W WEST or WIDE
W.O. WHERE OCCURS
W/ WITH
W/C WATER CLOSET
W/O WITHOUT
W/R WATER RESISTANT
WC WALL COVERING
WD WOOD
WDO WINDOW
WF. WIDE FLANGE or WOOD
FLOORING
WGL WIRE GLASS
WP WATERPROOF(ING)
WPT WORKING POINT
WSCT WAINSCOT
WT WEIGHT
WWF WELDED WIRE FABRIC
YD YARD
1/8" = 1'-0"2 1ST FLR FAR PLAN
1/8" = 1'-0"3 2ND FLR FAR PLAN
FAR SCHEDULE
Name Area
GARAGE 320 SF
ADU 797 SF
1ST FLOOR 1,496 SF
2ND FLOOR 1,202 SF
3,815 SF
1/8" = 1'-0"1 ADU FAR PLAN
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
REF REF DblOvn UPOPENTOABOVEW W
W W
WM
WMPAPAPAPAPAPAPAPAPAPAPARESIDENCEENTRYGARAGEADULOUNGE AREAHOUSETERRACE10'-0" WIDE ALLEYH-101H-102H-103S-101E-108S-201UNDERGROUNDDETENTIONBASIN(PER CIVILENGINEER)(1) CER OCC24" BOX MULTI.(1) ACE CIR24" BOX MULTI.(1) ACE CIR24" BOX MULTI.S-201D-110E-108TP-101TP-102TP-103TP-104TP-105TP-106TP-107TP-108TP-109TP-110TP-111H-105H-105H-102H-105H-1022204 HILLSIDEDRIVEBURLINGAME, CAPLANNINGPERMIT SET12345678911.06.23PLANNING COMM08.03.2023 23-09JCAWLANDSCAPE PLANL1.011.06.2023SHEET TITLESHEET NUMBERDATEPROJECT NO.DRAWN BYCHECKED BYREVISIONSNO.DATE DESCRIPTIONCEARASTUDIOLandscape ArchitectureSan Francisco, California415.317.7962SUBMITTAL TITLESIGNATURERENEWAL DATEDATE06.30.25L ICENS
ED
L
A
NDSCAPE ARCHITECTAMY
W
OL
FF NO. 5700STATE OF CALI
F
O
RNIAN01/8" = 1'-0"4 816SITE COVERAGECALCULATIONSDESCRIPTIONPROVIDEDTOTAL LOT SIZE6,000 SF (100%)MAIN HOUSE FOOTPRINT1,816 SF (30%)ADU FOOTPRINT797 SF (13%)REAR DECK474 SF (8%)VEHICULAR PAVING397 SF (7%)PEDESTRIAN PAVING661 SF (11%)TOTAL SITE COVERAGE4,145 SF (69%)LANDSCAPE PLAN LEGENDSYMBOLDESCRIPTIONPROPERTY LINESETBACKSEASEMENTEXISTING CONTOURSNOSE OF STAIRPAPLANTING AREAEXISTING TREES TO BE REMOVEDEXISTING TREESMATERIAL REFERENCE NUMBERXXTREESCODE BOTANICAL NAMECOMMON NAME SIZEQTY REMARKSACE CIR ACER CIRCINATUM VINE MAPLE24" BOX MULTI. 2CER OCC CERCIS OCCIDENTALIS WESTERN REDBUD 24" BOX MULTI. 1GROUND COVERS CODE BOTANICAL NAMECOMMON NAME SIZEQTYREMARKSTUR BOL TURF SOD BOLERO PLUS FESCUE BLEND SOD673 SFPLANT SCHEDULECODEDESCRIPTION STATUSLOCATION SCIENTIFIC NAMECOMMON NAMEDBH (IN)ACTIONTP-101TREE 1NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-102TREE 2NON PROTECTED REAR YARDUNIDENTIFIABLEDEAD TREE TRUNK 20REMOVETP-103TREE 3NON PROTECTEDREAR YARDPITTOSPORUM UNDULATUM VICTORIAN BOX6REMOVETP-104TREE 4NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-105TREE 5NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX 7REMOVETP-106TREE 6NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-107TREE 7NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-108TREE 8NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX6REMOVETP-109TREE 9NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-110TREE 10NON PROTECTED REAR YARD PITTOSPORUM UNDULATUM VICTORIAN BOX5REMOVETP-111TREE 11NON PROTECTED FRONT YARD ACER JAPONICUM SPP.JAPANESE MAPLE5TRANSPLANTTREE PROTECTION/REMOVALSDEMOLITIONCODEDESCRIPTIOND-110REMOVE FENCEEXISTINGCODEDESCRIPTIONE-108EXISTING FENCE TO REMAINPAVINGCODEDESCRIPTIONLOCATION MATERIALSIZE (L X W X H)H-101VEHICULAR PAVINGDRIVEWAY CONCRETE PER PLANH-102PEDESTRIAN PAVINGFRONT YARD STONE PER PLANH-103WOOD DECKING AND STAIRS REAR YARD WOOD PER PLANH-105STEP PADSREAR YARDCONCRETEPER PLANFENCESCODEDESCRIPTIONLOCATION MATERIAL SIZES-101FENCEREAR YARD WOOD 6`-0" HIGHGATESCODEDESCRIPTIONLOCATION MATERIAL SIZES-201GATEREAR YARDWOOD 6`-0" HIGHREFERENCE NOTES SCHEDULENOTESPUBLIC WORKS ENGINEERING1. THE REPLACEMENT OF ALL CURB, GUTTER, DRIVEWAY ANDSIDEWALK FRONTING THE SITE SHALL BE INSTALLED PER CITYSTANDARD PROCEDURES AND SPECIFICATIONS. ALL EXISTINGUNUSED SANITARY SEWER LATERAL CONNECTIONS SHALL BEPLUGGED AND A 4" NEW LATERAL AND WYE TO MAIN AND WATERLINE CONNECTIONS TO CITY WATER MAINS FOR SERVICE OR FIRELINE SHALL BE INSTALLED.2. ALL DOWNSPOUTS FOR THE ENTIRE ROOF ARE TO BE DIRECTEDAWAY FROM THE HOUSE. SLOPE THE FINISH GRADE A MINIMUM OF2% AWAY FROM THE HOUSE AND PROPERTY LINE.3. DETENTION BASIN WILL BE SIZED FOR A 10-YEAR STORM EVENT.STORMWATER1. SITE DESIGN MEASURE: DIRECT ROOF RUNOFF ONTO VEGETATEDAREAS.PLANNINGCOMM..
A0.2
DN
SITE PLAN NOTES:
1. GENERAL NOTES. SEE SHEETS A0.1, AND FLOOR PLANS FOR ADDITIONAL
INFO.
2. BOUNDARY VERIFICATION. THE G.C. SHALL VERIFY THE LOCATIONS OF ALL
PROPERTY BOUNDARIES, SETBACKS, AND EASEMENT LOCATIONS PRIOR
TO CONSTRUCTION. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE
ATTENTION OF THE ARCHITECT BEFORE FURTHER COMMENCEMENT OF
WORK.
3. ENCROACHMENT. THE G.C. IS RESPONSIBLE FOR OBTAINING APPROVAL /
PERMIT PRIOR TO COMMENCING ANY WORK WITHIN THE PUBLIC RIGHT-OF-
WAY.
4. UTILITIES. THE G.C. SHALL LOCATE ALL UTILITIES PRIOR TO ANY
EXCAVATION, GRADING, OR TRENCHING.
5. UTILITIES. SEE ELECTRICAL PLAN SHEET E2.1 FOR EXACT LOCATIONS OF
MAIN ELECTRIC METER AND GAS METER. COORDINATE FINAL LOCATION
AND ROUTING WITH G.C. AND UTILITY SERVICE PROVIDER.
6. UTILITIES. THE G.C. SHALL COORDINATE THE LOCATION OF IRRIGATION
VALVE BOXES WITH OWNER.
7. TREE PROTECTION. THE G.C. SHALL PROTECT EXISTING TREES FROM
DAMAGE DURING CONSTRUCTION AND PROVIDE TREE PROTECTION PER
LOCAL JURISDICTION REQUIREMENTS. LARGE ROOTS OR LARGE MASSES
OF ROOTS TO BE CUT SHOULD BE INSPECTED BY A CERTIFIED ARBORIST
PRIOR TO CUTTING. ANY ROOTS TO BE CUT SHALL BE MONITORED AND
DOCUMENTED. ROOTS TO BE CUT SHOULD BE SEVERED CLEANLY WITH A
SAW OR TOPPERS.
8. SLOPED GRADE. FINISH GRADE AROUND BUILDING TO HAVE A MIN. 5%
SLOPE AT GRADE AWAY FROM BUILDING (2% SLOPE AT PAVING), FOR A
MIN. OF 5' AROUND BUILDING.
9. FOOTING DEPTH. (N) FOUNDATION FOOTINGS SHALL BEAR ON NATIVE,
UNDISTURBED SOIL, SEE GEOTECH. REPORT AND STRUCTURAL
DRAWINGS FOR ADDITIONAL INFO.
10. ADDRESS. STREET ADDRESS NUMERALS TO BE AT LEAST 4" HIGH WITH A
MINIMUM 1/2" STROKE, MOUNTED ON A CONTRASTING BACKGROUND
CLEARLY VISIBLE FROM THE STREET. ADDRESS NUMBERS SHALL BE AT
LEAST SIX FEET ABOVE THE FINISHED SURFACE OF THE DRIVEWAY. CRC
R1004
11. CHIMNEYS. THE INSTALLATION OF AN APPROVED SPARK ARRESTOR IS
REQURIED ON ALL CHIMNEYS, EXISTING AND NEW. SPARK ARRESTORS
SHALL BE CONSTRUCTED OF WOVEN OR WELDED WIRE SCREENING OF 12
GAUGE USA STANDARD WIRE HAVING OPENINGS NOT EXCEEDING 1/2".
12. THE REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK 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. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE
DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS.
A3.42
A3.2 2
A3.3
2
A3.1
2
A3.1
1
A3.3
1
A3.41
A3.2 1
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
2208 HILLSIDE DRHILLSIDE DRIVE
PROPERTY LINE2200 HILLSIDE DRA3.5
1
A3.54
A3.5
2
A3.5 3
S.33
S.32
S.45
S.47
S.32
S.32S.32
S.02
S.02[2ND FLR.]
S.36
S.36
19' - 3"2" / 12"0.50' ADU SETBACK1.00' ADU SETBACK
3.00' ADU SETBACK27.27' SEPARATION DIST.SETBACK
4.00' [N]
SETBACK
4.00' [N] SETBACK20.67' [N] FLR SETBACK
8.50' 2ND
FLR SETBACK
8.50' 2ND 2.00'6.60'4.27'4.50'1.50'
S.32
S.23S.23S.23 S.23S.23
S.25
S.29
S.31
S.29
S.07
S.29
S.33
S.12
S.13
S.13
S.09BLOCK AVG FRONT SETBACK20.67'S.32
A3.42
A3.2 2
A3.3
2
A3.1
2
A3.1
1
A3.3
1
A3.41
A3.2 1
PROPERTY LINEPROPERTY LINE
PROPERTY LINE
2208 HILLSIDE DRHILLSIDE DRIVE
PROPERTY LINE2200 HILLSIDE DRS.01
S.02
S.04
S.06
S.10
S.07
S.09
S.25S.26
S.29 S.28
S.28
S.29
S.33
S.12
S.40
S.42
S.29
S.31
S.31
S.12
S.33
S.34
S.28
S.34S.34S.34
S.35
S.34S.344" / 12"4" / 12"4" / 12"4" / 12"
16' - 1"
16' - 1"SETBACK15.00' [E] FRONT 47.54' [E] REAR SETBACKSETBACK
9.25' [E]
SETBACK
6.51' [E]
4.00'4.00'20.67'15.00'S.52
S.21BLOCK AVG FRONT SETBACK20.67'2200 BLOCK OF HILLSIDE DRIVE [5 LOTS/HOUSES]
1. 2200 HILLSIDE [CORNER] -17’-5”-EXCLUDED
2. 2204* HILLSIDE -15’-0”-[CLOSEST] -EXCLUDED
3. 2208 HILLSIDE -21’-5”-[FARTHEST] -EXCLUDED
4. 2212 HILLSIDE -20’-8”-BLOCK AVERAGE
5. 1400 COLUMBUS [CORNER] -22’-7”-EXCLUDED
NOTE: MEASUREMENTS TAKEN FROM FRONT PROPERTY LINE TO THE NEAREST
WALL OR COVERED PROJECTION OF ANY EXISTING STRUCTURE.
BLOCK AVG FRONT SETBACK CALCS
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:09 PM
A0.3
2128Chiu ResidenceSITE PLAN / ROOF PLAN2204 Hillside DriveBurlingame, CA 94010N
Site Plan Keynote Legend
#DESCRIPTION
S.01 [E] PROPERTY LINE
S.02 [E] REQUIRED ZONING SETBACK LINE
S.04 FOOTPRINT / OUTLINE OF WALL BELOW
S.06 [E] ELECTRICAL METER, G.C. TO VERIFY
S.07 [E] WATER SERVICE, G.C. TO VERIFY CAPACITY
S.09 SEWER CLEANOUT, G.C. TO VERIFY LOCATION
S.10 [E] GAS METER, G.C. TO VERIFY LOCATION & CAPACITY
S.12 [E] IRRIGATION SYSTEM, G.C. TO VERIFY LOCATIONS
S.13 REMOVE AND REPLACE ALL UNDERGROUND UTILITY CONNECTIONS. PLUG ALL
[E] SANITARY SEWER CONNECTIONS AND INSTALL [N] 4" LATERAL & 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
SPECS. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE
DISCONNECTED AT THE MAIN AND PER CITY REQUIREMENTS.
S.21 [E] CONCR. CURB
S.23 [N] CURB & GUTTER. GC TO REPLACE all CURB, GUTTER, DRIVEWAY AND
SIDEWALK FRONTING SITE, TYP.
S.25 [E] CONCRETE DRIVEWAY
S.26 [E] CONCRETE WALKWAY
S.28 [E] PLANTING AREA
S.29 [E] LAWN
S.31 [E] PLANTER
S.32 [N] PLANTING AREA
S.33 [E] TREE TO REMAIN
S.34 [E] TREE TO BE REMOVED
S.35 [E] 6' TALL WOOD FENCE
S.36 [N] 6' TALL WOOD FENCE
S.40 [E] TRELLIS
S.42 [E] PATIO
S.45 [N] DECK
S.47 [N] STEPS, S.S.D. COORDINATE LOCATION W/OWNER IN FIELD
S.52 [E] CHIMNEY
N 1/8" = 1'-0"1 PRPOSED SITE PLAN
1/8" = 1'-0"2 EXISTING SITE PLAN
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
WH
WDBATH
+8'-0"
CEILING
GARAGE
+8'-0" CEILING
STORAGE
+8'-0" CEILING
CRAWLSPACE
+6'-0" CEILING
25'-10 1/4"23'-7 1/4"49'-5 1/2"34'-3"33'-8 1/4"15'-9 1/4"49'-5 1/2"13.04' CLR 22.69' CLR[E] WALL TO BE REMOVED
WALL LEGEND:
DEMOLITION NOTES:
1. GENERAL NOTES. SEE SHEETS A0.1 AND FLOOR PLANS FOR ADDITIONAL
INFO.
2. SITE MEETING. PRIOR TO DEMOLITION, THE G.C. SHALL CONDUCT A PRE-
DEMOLITION SITE MEETING TO SCHEDULE THE WORK WITH THE OWNER,
ARCHITECT, CONSULTANTS, AND SUBCONTRACTORS.
3. PROTECTION. THE G.C. SHALL VERIFY ALL EXISTING FEATURES AND
FINISHES TO REMAIN PRIOR TO DEMOLITION, AND VERIFY WITH OWNERS
WHETHER REMOVED OR UNUSED PRODUCTS AND MATERIALS SHOULD BE
SAVED OR DISCARDED.
4. PROTECTION. THE G.C. SHALL TAKE ALL NECESSARY MEASURES TO
PREVENT DAMAGE AND SETTLEMENT, AND PROTECT EXISTING BUILDING,
APPLIANCES, AND FURNISHINGS DURING DEMOLITION. ANY DAMAGES TO
THESE ITEMS SHALL BE PROPTLY RESTORED, REPAIRED, OR REPLACED AT
NO COST TO THE OWNER.
5. PROTECTION. THE G.C. SHALL PROVIDE ALL NECESSARY TEMPORARY
ENCLOSURES, COVERINGS, AND GUARDS TO ADEQUATELY PROTECT
PERSONS FROM POSSIBLE INJURY.
6. ENCROACHMENT. THE G.C. SHALL CONDUCT DEMOLITION OPERATIONS
AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH
STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES. DO NOT
LOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED
FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING
JURISDICTION.
7. DISPOSAL. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL
DISPOSAL OF ALL CONSTRUCTION DEBRIS AND OTHER
ASSOCIATEDMATERIALS FROM THE STRUCTURE AND THE SITE.
8. ELECTRICAL. ALL UNUSED AND DEMOLISHED ELECTRICAL IS TO BE
REMOVED BACK TO THE NEAREST UTILIZED JUNCTION.
9. CONTAINMENT. THE G.C. SHALL PROVIDE COVERINGS AND THE LIKE FOR
CONFINING DUST AND DEBRIS TO AREAS OF THE BUILDING IN WHICH
DEMOLITION AND/OR ALTERATIONS ARE BEING PERFORMED.
10. REPAIRS. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND
SURFACES CUT OR DAMAGED DURING EXECUTION OF WORK SHALL BE
EQUAL TO OR BETTER THAN THEIR ORIGINAL CONDITION.
11. SECURITY. THE G.C. SHALL MAINTAIN BUILDING SECURITY AT ALL TIMES.
[E] WALL
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:10 PM
A1.1
2128Chiu ResidenceBASEMENT DEMO PLAN2204 Hillside DriveBurlingame, CA 940101/4" = 1'-0"1 BASEMENT DEMOLITION PLAN
Demo Keynote Legend
#DESCRIPTION
N
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
REFBEDROOM 1
+8'-0" CEILING
BEDROOM 2
+8'-0" CEILING
LIVING ROOM
+8'-0" CEILING
KITCHEN
+8'-0" CEILING
BEDROOM 3
+8'-0" CEILING
DINING ROOM
+8'-0" CEILING
34'-3"23'-7 1/4"25'-10 1/4"2'-2 1/4"51'-7 3/4"33'-8 1/4"16'-0 1/4"49'-8 1/2"1'-6"12'-5 3/4"10'-6 1/2"4'-0 1/2"
28'-6 3/4"
[E] WALL TO BE REMOVED
WALL LEGEND:
DEMOLITION NOTES:
1. GENERAL NOTES. SEE SHEETS A0.1 AND FLOOR PLANS FOR ADDITIONAL
INFO.
2. SITE MEETING. PRIOR TO DEMOLITION, THE G.C. SHALL CONDUCT A PRE-
DEMOLITION SITE MEETING TO SCHEDULE THE WORK WITH THE OWNER,
ARCHITECT, CONSULTANTS, AND SUBCONTRACTORS.
3. PROTECTION. THE G.C. SHALL VERIFY ALL EXISTING FEATURES AND
FINISHES TO REMAIN PRIOR TO DEMOLITION, AND VERIFY WITH OWNERS
WHETHER REMOVED OR UNUSED PRODUCTS AND MATERIALS SHOULD BE
SAVED OR DISCARDED.
4. PROTECTION. THE G.C. SHALL TAKE ALL NECESSARY MEASURES TO
PREVENT DAMAGE AND SETTLEMENT, AND PROTECT EXISTING BUILDING,
APPLIANCES, AND FURNISHINGS DURING DEMOLITION. ANY DAMAGES TO
THESE ITEMS SHALL BE PROPTLY RESTORED, REPAIRED, OR REPLACED AT
NO COST TO THE OWNER.
5. PROTECTION. THE G.C. SHALL PROVIDE ALL NECESSARY TEMPORARY
ENCLOSURES, COVERINGS, AND GUARDS TO ADEQUATELY PROTECT
PERSONS FROM POSSIBLE INJURY.
6. ENCROACHMENT. THE G.C. SHALL CONDUCT DEMOLITION OPERATIONS
AND REMOVAL OF DEBRIS TO ENSURE MINIMUM INTERFERENCE WITH
STREETS, WALKS OR OTHER OCCUPIED OR USED FACILITIES. DO NOT
LOSE OR OBSTRUCT STREETS, WALKS OR OTHER OCCUPIED OR USED
FACILITIES WITHOUT PERMISSION FROM AUTHORITIES HAVING
JURISDICTION.
7. DISPOSAL. THE G.C. SHALL BE RESPONSIBLE FOR REMOVAL AND LEGAL
DISPOSAL OF ALL CONSTRUCTION DEBRIS AND OTHER
ASSOCIATEDMATERIALS FROM THE STRUCTURE AND THE SITE.
8. ELECTRICAL. ALL UNUSED AND DEMOLISHED ELECTRICAL IS TO BE
REMOVED BACK TO THE NEAREST UTILIZED JUNCTION.
9. CONTAINMENT. THE G.C. SHALL PROVIDE COVERINGS AND THE LIKE FOR
CONFINING DUST AND DEBRIS TO AREAS OF THE BUILDING IN WHICH
DEMOLITION AND/OR ALTERATIONS ARE BEING PERFORMED.
10. REPAIRS. ALL PATCHING, REPAIRING, AND REPLACING OF MATERIALS AND
SURFACES CUT OR DAMAGED DURING EXECUTION OF WORK SHALL BE
EQUAL TO OR BETTER THAN THEIR ORIGINAL CONDITION.
11. SECURITY. THE G.C. SHALL MAINTAIN BUILDING SECURITY AT ALL TIMES.
[E] WALL
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:11 PM
A1.2
2128Chiu ResidenceFIRST FLOOR DEMO PLAN2204 Hillside DriveBurlingame, CA 940101/4" = 1'-0"1 FIRST FLOOR DEMOLITION PLAN
Demo Keynote Legend
#DESCRIPTION
N
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
REFDblOvnUP
WALL LEGEND:
FLOOR PLAN NOTES:
1. UNDERSTAIR SPACES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDERSTAIR SURFACE, AND ANY SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP. BD. CRC 302.7
2. DRAFTSTOPS. SHALL BE INSTALLED IN FLOOR/ CEILING ASSEMBLIES
WHERE THERE IS A USABLE SPACE ABOVE AND BELOW THE CONCEALED
SPACE OF A FLOOR/CEILING ASSEMBLY. DRAFT STOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1,000 SQUARE FEET AND IS DIVIDED INTO APPROXIMATELY EQUAL
AREAS. CRC R302.12
3. SHOWERS. SHOWER AND TUB/SHOWER WALLS SHALL HAVE A
NONABSORBENT SURFACE MIN. 72" ABOVE THE FLOOR, INSTALLED OVER
FIBER-CEMENT BACKER BD. WATER-RESISTANT GYPSUM BACKING BOARD
MAY NOT BE USED. CRC R307.2, R702.4
4. INTERIOR WATERPROOFING. AT ALL LOCATIONS SUBJECT TO EXPOSURE
TO WATER, G.C. TO PROVIDE WATERPROOF MEMBRANE OVER
HORIZONTAL AREAS AND UP WALLS 6" MIN ABOVE FINISH.
5. CONCEALED WORK. MAINTAIN RECORD DRAWINGS, SPECIFICATIONS, AND
PHOTOS OF CONCEALED WORK.
6. FRAMING . ALL NEW EXTERIOR WALLS TO BE 2X4 WD. STUDS AT 16" O.C.,
TYP. UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALLS TO BE 2X4
WD. STUDS AT 16" O.C., TYP. UNLESS OTHERWISE NOTED. S.S.D.
7. ROUGH OPENINGS. CONTRACTOR TO VERIFY ROUGH OPENINGS SHOWN
ON PLAN OR SCHEDULES WITH REQUIREMENTS OF UNITS TO BE
INSTALLED PRIOR TO FRAMING OPENINGS.
8. ATTIC ACCESS. PROVIDE MIN 22" X 30" ACCESS OPENING TO ATTICS
GREATER THAN 30 SF AND WITH 30" MIN HEADROOM. THRU WALL ACCESS
OPENING SHALL BE MIN 22" WIDE X 30" TALL.
9. CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORY
REQUIREMENTS
[E] WALL TO BE REMOVED
[E] WALL
[E] / [N] 1 HR. RATED WALL
[E] / [N] 2X6 WALL
INSULATION NOTES:
1. SEE TITLE 24 ENERGY REPORT FOR REQUIRED INSULATION VALUES.
2. INSULATION SHALL CONFORM TO FLAME-SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF CRC R302.10
3. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST AN
INSULATION CERTIFICATE, SIGNED BY THE INSTALLER AND THE BUILDER,
IN A CONSPICUOUS LOCATION IN THE BUILDING, STATING THAT THE
INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2,
CH. 2-53 OF THE CALIFORNIA ADMINISTRATIVE CODE
FOUNDATION & CONCRETE NOTES:
1. UNDERFLOOR ACCESS. PROVIDE MIN. OF 18"X24" THRU FLOOR OR 16"X24"
THRU WALL ACCESS TO UNDER FLOOR AREAS. CRC R408.4
2. UNDER FLOOR ACCESS. FOR AN APPLIANCE IN AN UNDER FLOOR AREA,
PROVIDE MIN. 22" X 30" ACCESS OR MIN. REQUIRED BY APPLIANCE. CMC
904.10
3. CRAWL SPACE. PROVIDE 18" TALL MIN. ACCESS PATHWAY THROUGH
UNDER FLOOR AREA, INCLUDING UNDER DUCTS. CMC 603.1. FLOOR
JOISTS OR FLOORS WITHOUT JOISTS WITH LESS THAN 18" CLR. TO
EXPOSED GROUND SHALL BE PRESSURE TREATED. GIRDERS WITH LESS
THAN 12" CLR. SHALL BE P.T. CBC 2304.11.2.1.
4. PRESSURE TREATED. EXTERIOR WOOD FRAMING & SHEATHING RESTING
ON FOUNDATIONS AND LESS THAN 8" FROM EARTH OR 2" FROM PAVING
SHALL BE P.T. CBC 2304.11.2.2. (SIDING MAY BE 6" FROM EARTH. CBC
2304.11.2.6)
5. VERIFICATION. G.C. TO VERIFY ALL CONCRETE ROUGH OPENING SIZES,
ELEVATIONS, ETC. PRIOR TO FOUNDATION POUR. G.C. TO COORDINATE
ALL 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 THE
REQUIRED SETBACKS AS SHOWN ON THE APPROVED PLANS HAVE BEEN
MAINTAINED.
A3.42
A3.2 2
A3.3
2
A3.62A3.62
A3.3
1
A3.41
A3.2 1
A3.72A3.72
A3.61
11 X 12
GUESTROOM
5 X 9
GUEST BATH5 X 6
POWDER
23 X 23
KITCHEN / DINING
CEILING +9'-0"
GARAGE
3'6' X 8PANTRY16 x 21
LIVING
5 x 5NOOKDECK
A3.7
3
A3.7
3
29.58'12.42'
42.00'45.23'4.50'49.73'10.98'38.75'49.73'4.50'26.56'15.44'
42.00'21.00' CLR13.58' CLR
12.02' CLR
A3.5
1
+9'-0"CEILING
+11'-0" CEILING
9'-0"11'-0"
OPEN
TO
ABOVE
12.42'9.00'20.58'
17.48' CLR
1A 1B 1C
101
1D
105102
103
1E
1F
1G
1H
108107
109
110
1I-31I-21I-1
111
112
1J
1K
1L
1M
104
TEMPERED
GLASS PANELS
1N
WINEDOWNSPOUTS
DOWNSPOUTS
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:13 PM
A2.1
2128Chiu ResidenceFIRST FLOOR PLAN2204 Hillside DriveBurlingame, CA 94010Plan Keynote Legend
#DESCRIPTION
1/4" = 1'-0"1 SECOND FLOOR PLANN
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
W D
DN
WALL LEGEND:
FLOOR PLAN NOTES:
1. UNDERSTAIR SPACES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDERSTAIR SURFACE, AND ANY SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP. BD. CRC 302.7
2. DRAFTSTOPS. SHALL BE INSTALLED IN FLOOR/ CEILING ASSEMBLIES
WHERE THERE IS A USABLE SPACE ABOVE AND BELOW THE CONCEALED
SPACE OF A FLOOR/CEILING ASSEMBLY. DRAFT STOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1,000 SQUARE FEET AND IS DIVIDED INTO APPROXIMATELY EQUAL
AREAS. CRC R302.12
3. SHOWERS. SHOWER AND TUB/SHOWER WALLS SHALL HAVE A
NONABSORBENT SURFACE MIN. 72" ABOVE THE FLOOR, INSTALLED OVER
FIBER-CEMENT BACKER BD. WATER-RESISTANT GYPSUM BACKING BOARD
MAY NOT BE USED. CRC R307.2, R702.4
4. INTERIOR WATERPROOFING. AT ALL LOCATIONS SUBJECT TO EXPOSURE
TO WATER, G.C. TO PROVIDE WATERPROOF MEMBRANE OVER
HORIZONTAL AREAS AND UP WALLS 6" MIN ABOVE FINISH.
5. CONCEALED WORK. MAINTAIN RECORD DRAWINGS, SPECIFICATIONS, AND
PHOTOS OF CONCEALED WORK.
6. FRAMING . ALL NEW EXTERIOR WALLS TO BE 2X4 WD. STUDS AT 16" O.C.,
TYP. UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALLS TO BE 2X4
WD. STUDS AT 16" O.C., TYP. UNLESS OTHERWISE NOTED. S.S.D.
7. ROUGH OPENINGS. CONTRACTOR TO VERIFY ROUGH OPENINGS SHOWN
ON PLAN OR SCHEDULES WITH REQUIREMENTS OF UNITS TO BE
INSTALLED PRIOR TO FRAMING OPENINGS.
8. ATTIC ACCESS. PROVIDE MIN 22" X 30" ACCESS OPENING TO ATTICS
GREATER THAN 30 SF AND WITH 30" MIN HEADROOM. THRU WALL ACCESS
OPENING SHALL BE MIN 22" WIDE X 30" TALL.
9. CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORY
REQUIREMENTS
[E] WALL TO BE REMOVED
[E] WALL
[E] / [N] 1 HR. RATED WALL
[E] / [N] 2X6 WALL
INSULATION NOTES:
1. SEE TITLE 24 ENERGY REPORT FOR REQUIRED INSULATION VALUES.
2. INSULATION SHALL CONFORM TO FLAME-SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF CRC R302.10
3. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST AN
INSULATION CERTIFICATE, SIGNED BY THE INSTALLER AND THE BUILDER,
IN A CONSPICUOUS LOCATION IN THE BUILDING, STATING THAT THE
INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2,
CH. 2-53 OF THE CALIFORNIA ADMINISTRATIVE CODE
FOUNDATION & CONCRETE NOTES:
1. UNDERFLOOR ACCESS. PROVIDE MIN. OF 18"X24" THRU FLOOR OR 16"X24"
THRU WALL ACCESS TO UNDER FLOOR AREAS. CRC R408.4
2. UNDER FLOOR ACCESS. FOR AN APPLIANCE IN AN UNDER FLOOR AREA,
PROVIDE MIN. 22" X 30" ACCESS OR MIN. REQUIRED BY APPLIANCE. CMC
904.10
3. CRAWL SPACE. PROVIDE 18" TALL MIN. ACCESS PATHWAY THROUGH
UNDER FLOOR AREA, INCLUDING UNDER DUCTS. CMC 603.1. FLOOR
JOISTS OR FLOORS WITHOUT JOISTS WITH LESS THAN 18" CLR. TO
EXPOSED GROUND SHALL BE PRESSURE TREATED. GIRDERS WITH LESS
THAN 12" CLR. SHALL BE P.T. CBC 2304.11.2.1.
4. PRESSURE TREATED. EXTERIOR WOOD FRAMING & SHEATHING RESTING
ON FOUNDATIONS AND LESS THAN 8" FROM EARTH OR 2" FROM PAVING
SHALL BE P.T. CBC 2304.11.2.2. (SIDING MAY BE 6" FROM EARTH. CBC
2304.11.2.6)
5. VERIFICATION. G.C. TO VERIFY ALL CONCRETE ROUGH OPENING SIZES,
ELEVATIONS, ETC. PRIOR TO FOUNDATION POUR. G.C. TO COORDINATE
ALL 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 THE
REQUIRED SETBACKS AS SHOWN ON THE APPROVED PLANS HAVE BEEN
MAINTAINED.
A3.42
A3.2 2
A3.3
2
A3.6
2
A3.6
2
SK 7.2 4
SK 7.2
1
A3.3
1
A3.41
A3.2 1
A3.7
2
A3.7
2
A3.6
1
A3.6
1
12 x 14
BED 1
12 x 13
BED 2
14 x 17'8"
BED 3
10 x 11
BATH 3
7 x 7
CLOSET
6 x 11
BATH 2
A3.7
3
A3.7
3
A3.5
1
4.01'18.99'15.00'16.60'6.96'10.79'6.65'41.00'30.00'11.00'41.00'OPEN
TO
BELOW
38.00'
4.00'25.58'8.42'
38.00'
2Q-1
2R-2
2R-1
2S-2
2H
2J
2B
2O 2N
2M-3 2M-1
2L
2P-1
2F
2A
2P-2
2M-2
2C
2S-3
2S-1
2Q-3
2Q-2
2G
2I-1
2K-2
2K-1
210
209
211
202
201
204 205
206
207
208
203
DOWNSPOUTS
DOWNSPOUTS
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:16 PM
A2.2
2128Chiu ResidenceSECOND FLOOR PLAN2204 Hillside DriveBurlingame, CA 94010Plan Keynote Legend
#DESCRIPTION
1/4" = 1'-0"1 02_LEVEL 2
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
REFWALL LEGEND:
FLOOR PLAN NOTES:
1. UNDERSTAIR SPACES. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS
SHALL HAVE WALLS, UNDERSTAIR SURFACE, AND ANY SOFFITS
PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYP. BD. CRC 302.7
2. DRAFTSTOPS. SHALL BE INSTALLED IN FLOOR/ CEILING ASSEMBLIES
WHERE THERE IS A USABLE SPACE ABOVE AND BELOW THE CONCEALED
SPACE OF A FLOOR/CEILING ASSEMBLY. DRAFT STOPS SHALL BE
INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT
EXCEED 1,000 SQUARE FEET AND IS DIVIDED INTO APPROXIMATELY EQUAL
AREAS. CRC R302.12
3. SHOWERS. SHOWER AND TUB/SHOWER WALLS SHALL HAVE A
NONABSORBENT SURFACE MIN. 72" ABOVE THE FLOOR, INSTALLED OVER
FIBER-CEMENT BACKER BD. WATER-RESISTANT GYPSUM BACKING BOARD
MAY NOT BE USED. CRC R307.2, R702.4
4. INTERIOR WATERPROOFING. AT ALL LOCATIONS SUBJECT TO EXPOSURE
TO WATER, G.C. TO PROVIDE WATERPROOF MEMBRANE OVER
HORIZONTAL AREAS AND UP WALLS 6" MIN ABOVE FINISH.
5. CONCEALED WORK. MAINTAIN RECORD DRAWINGS, SPECIFICATIONS, AND
PHOTOS OF CONCEALED WORK.
6. FRAMING . ALL NEW EXTERIOR WALLS TO BE 2X4 WD. STUDS AT 16" O.C.,
TYP. UNLESS OTHERWISE NOTED. ALL NEW INTERIOR WALLS TO BE 2X4
WD. STUDS AT 16" O.C., TYP. UNLESS OTHERWISE NOTED. S.S.D.
7. ROUGH OPENINGS. CONTRACTOR TO VERIFY ROUGH OPENINGS SHOWN
ON PLAN OR SCHEDULES WITH REQUIREMENTS OF UNITS TO BE
INSTALLED PRIOR TO FRAMING OPENINGS.
8. ATTIC ACCESS. PROVIDE MIN 22" X 30" ACCESS OPENING TO ATTICS
GREATER THAN 30 SF AND WITH 30" MIN HEADROOM. THRU WALL ACCESS
OPENING SHALL BE MIN 22" WIDE X 30" TALL.
9. CAL GREEN. SEE SHEET GB.1 FOR CAL GREEN MANDATORY
REQUIREMENTS
[E] WALL TO BE REMOVED
[E] WALL
[E] / [N] 1 HR. RATED WALL
[E] / [N] 2X6 WALL
INSULATION NOTES:
1. SEE TITLE 24 ENERGY REPORT FOR REQUIRED INSULATION VALUES.
2. INSULATION SHALL CONFORM TO FLAME-SPREAD RATING AND SMOKE
DENSITY REQUIREMENTS OF CRC R302.10
3. AFTER INSTALLING INSULATION, THE INSTALLER SHALL POST AN
INSULATION CERTIFICATE, SIGNED BY THE INSTALLER AND THE BUILDER,
IN A CONSPICUOUS LOCATION IN THE BUILDING, STATING THAT THE
INSTALLATION CONFORMS WITH THE REQUIREMENTS OF TITLE 24, PART 2,
CH. 2-53 OF THE CALIFORNIA ADMINISTRATIVE CODE
FOUNDATION & CONCRETE NOTES:
1. UNDERFLOOR ACCESS. PROVIDE MIN. OF 18"X24" THRU FLOOR OR 16"X24"
THRU WALL ACCESS TO UNDER FLOOR AREAS. CRC R408.4
2. UNDER FLOOR ACCESS. FOR AN APPLIANCE IN AN UNDER FLOOR AREA,
PROVIDE MIN. 22" X 30" ACCESS OR MIN. REQUIRED BY APPLIANCE. CMC
904.10
3. CRAWL SPACE. PROVIDE 18" TALL MIN. ACCESS PATHWAY THROUGH
UNDER FLOOR AREA, INCLUDING UNDER DUCTS. CMC 603.1. FLOOR
JOISTS OR FLOORS WITHOUT JOISTS WITH LESS THAN 18" CLR. TO
EXPOSED GROUND SHALL BE PRESSURE TREATED. GIRDERS WITH LESS
THAN 12" CLR. SHALL BE P.T. CBC 2304.11.2.1.
4. PRESSURE TREATED. EXTERIOR WOOD FRAMING & SHEATHING RESTING
ON FOUNDATIONS AND LESS THAN 8" FROM EARTH OR 2" FROM PAVING
SHALL BE P.T. CBC 2304.11.2.2. (SIDING MAY BE 6" FROM EARTH. CBC
2304.11.2.6)
5. VERIFICATION. G.C. TO VERIFY ALL CONCRETE ROUGH OPENING SIZES,
ELEVATIONS, ETC. PRIOR TO FOUNDATION POUR. G.C. TO COORDINATE
ALL 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 THE
REQUIRED SETBACKS AS SHOWN ON THE APPROVED PLANS HAVE BEEN
MAINTAINED.
46.00'1.00'3.00'
12 x 14
ADU BEDROOM16 x 26
ADU LIVING AREA
6 x 12
ADU BATH 27.27'17.33'0.50'A3.5
1
A3.54
A3.5
2
A3.5 3 ALL CEILINGS +9'-0"
1I-21I-1 1I-3
110
304 305
301
3G
3I
3F3E3D
3H
1J
300
3C3B3A
302
303
304304304 305305
DOWNSPOUT
KITCHEN TO MEET
AND/OR EXCEED ADU
KITCHEN REQUIREMENTS
LISTED IN BMC 25.48.030
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:18 PM
A2.3
2128Chiu ResidenceADU FLOOR PLAN2204 Hillside DriveBurlingame, CA 94010Plan Keynote Legend
#DESCRIPTION
N
1/4" = 1'-0"1 02_ADU
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
88.59’A.T.O.C.
84.59’REAR YARD AVG.
86.59’SIDE YARD AVG.30.00' HT MAX45.00°45.00
°12'-0"12.00'8.00' EX. PLATE HT4.00' SETBACK42.00'4.00' SETBACK
REQ'D 8.00' 2ND FLR SETBACK REQ'D 8.00' 2ND FLR SETBACK
2ND FLR -98.16'10' -0"
16' - 1"
12' - 10"
4"
12"
4"
12"4" / 12"E.01
E.02 E.03 E.04
E.05 E.06E.07 E.08E.03
3.31'
9.25'
E.12
E.02
EX 1ST FLR -91.16'3' -0"
DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
88.16’FRONT YARD AVG.
84.85’REAR YARD AVG.
86.50’SIDE YARD AVG.FROM A.T.O.C.30.00' HT MAX45.00°45.00
°12.00'12.00'9.00' 1ST FLR PLATE HT.1.00'8.00' 2ND FLR PLATE HT4.00' SETBACK42.00'4.00' SETBACK
8.00' 2ND FLR SETBACK 8.00' 2ND FLR SETBACK
2ND FLR -98.16'10' -0"
A3.61
A3.61
2.00'2.00'3.50'
1.50'
12.42'9.00'10.00'2.00'2.00'
19' - 3"TYP2.00'TYP2.00'20' - 11"20' - 0"
E.21E.22
E.25
E.35
E.23
E.22
E.36
E.24
E.23
E.22
E.36
E.33
E.38 E.30 E.37E.23
E.23
5.33' TYPEX 1ST FLR -91.16'3' -0"
DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
105 101
2B
1O
2C
2S-3
2S-2
2S-1
1C 1B 1A
2G
2U
2V2W
E.28E.28
E.27
E.27
E.27
E.27
ATOC0.08' TOHT.MAX-118.16'
30' - 0"20.92' MAX HT FROM A.T.O.C.88.22’AVG.T.O. CURB
A8.1
5 TYP
A8.1
4 TYP
A8.1
1 TYP
A8.1
7 TYP
A8.1
6 TYP
A8.1
8 TYP
DECLINIG HEIGHT ENVELOPE
[DHE] CALCULATIONS
• AVG HT. @ FRONT: 88.33 + 88.00 / 2 = 88.16’
• AVG HT @ SIDE LOT LINE:
86.56’+ 86.45’= 86.50'
• AVG HT. @ REAR: 84.91 + 84.80 / 2 = 84.85’
• AVG. ELEV. CHANGE FRONT -BACK: = 3.31’
• LOT DEPTH: 90.00' @ 15' SETBACKS
-AVG.SLOPE:3.31’/ 90.0’= 3.67%
• ATOC [FRONT ]: 88.34 + 88.11 / 2 = 88.22’
• MAX HT ALLOWED: 30’ABV ATOC = 118.22’
NOTE: FRONT AND REAR AVG. HEIGHTS TAKEN
SETBACK APPROX.15.00' FROM RESPECTIVE
PROPERTY LINES
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:23 PM
A3.1
2128Chiu ResidenceEXTERIOR ELEVATIONS2204 Hillside DriveBurlingame, CA 94010Elevation / Section Keynote Legend
#DESCRIPTION
E.01 [E] CLAY TILE ROOFING, TYP.
E.02 [E] VINYL WINDOWS, TYP.
E.03 [E] PTD. STUCCO, TYP.
E.04 [E] WD. DOOR
E.05 [E] GARAGE DOOR
E.06 [E] PORCH / STAIRS
E.07 [E] FIREPLACE/CHIMNEY
E.08 [E] FENCE/GATE
E.12 [E] HEIGHTS ARE APPROXIMATED FROM SATELLITE IMAGES & INTERIOR
MEASUREMENTS. ACCURACY IS +/- 2'-0", TYP.
E.21 [N] ASPHALT SHINGLE ROOFING, TYP.
E.22 [N] ALUMINUM CLAD WD. WINDOWS, TYP.
E.23 [N] PTD STUCCO, TYP.
E.24 [N] HORIZ. WD SIDING, STAINED CEDAR, TYP
E.25 [N] STONE SIDING, GREY TONE, TYP.
E.27 [N] METAL DOWNSPOUTS, TYP. SEE LANDSCAPE & DRAINAGE PLAN FOR
MORE INFO.
E.28 [N] PROVIDE LIGHTING AT ALL EXT LANDINGS. PER CRC §303.8 OR 2022
CBC §1008.2 AND 2022 CBC §1205.
E.30 [N] WD AND STONE CLAD COLUMN, TYP
E.33 [N] SKYLIGHT, TYP.
E.35 [N] 6'-0" WOOD FENCE, TYP.
E.36 [N] STD T&G WOOD EAVE, PTD FASCIA AND METAL GUTTER. COLOR TO
MATCH WINDOWS, TYP.
E.37 [N] SOLID WD DOOR
E.38 [N] WD GARAGE DOOR
1/4" = 1'-0"1 EXISTING EAST / FRONT ELEVATION
1/4" = 1'-0"2 EAST / FRONT ELEVATION
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
20'-8"
120'-0"
88.59’FRONT YARD AVG.
84.59’REAR YARD AVG.
86.59’SIDE YARD AVG.
FRONT PROPERTY LINE
AVG FRONT SETBACK
REAR PROPERTY LINE
REAR SETBACK
15'-0"
[E] SETBACK
47'-6 1/2"
E.01
E.02 E.03
E.04
E.06 E.07
E.08
E.12
4" / 12"4"
12"
4"
12"
16' - 1"
6' - 3"
EX 1ST FLR -91.16'3' -0"
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
A3.6
2
A3.62
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"
20'-8"
120'-0"
4'-6"
2'-0"
88.16’FRONT YARD AVG.
84.85’REAR YARD AVG.
86.50’SIDE YARD AVG.
FRONT PROPERTY LINE
AVG FRONT SETBACK
REAR PROPERTY LINE
REAR SETBACK
45'-1 1/4"
27'-3 1/4"
20' - 11"20' - 0"
2"
12"
2"
12"
2"
12"
2"
12"
2"
12"2" / 12"2" / 12"2" / 12"2.00'
2.00'
E.21 E.22 E.23
E.23E.23
E.25E.35
E.36
E.22 E.26
E.23
E.30
E.24
E.29
E.36
E.31
12' - 0"
2"
12"
2"
12"
E.21E.23E.36
0.50'
0.15'
0.50'
E.35
6.00'6.00'E.26
EX 1ST FLR -91.16'3' -0"PLATE HT9.00' 1ST FLRPLATE HT8.00' 2ND FLR30.00' MAX HT. FROM A.T.O.C.DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
1L
2P-1
2A
1U1V1W
2R-1
2R-2
1M1N 1K
2P-2
3E3D
2T2V
2U
3C3B3A3.25'2.42'
E.27
E.27E.27
E.27
E.27
HT.MAX-118.16'
30' - 0"
15.00'
NOTE: GC TO VERIFY REQ'D OH CLEARANCES
MAINTAIN ALL APPLICABLE CLEARANCES PER
TABLE 4-2: MINIMUM ALLOWABLE CLEARANCE OF
INSULATED SERVICE DROPS FROM BUILDINGS–0
VOLTS THROUGH 750 VOLTS.
[SEE SECTION 4.4.2, 4.4.3 OF ELECTRIC SERVICE:
OVERHEAD, PG&E ELECTRIC & GAS SERVICE
REQUIREMENTS (TD-7001M) 2022–2023]
A8.1
4 TYP
A8.1
7 TYP
A8.1
1 TYP
DECLINIG HEIGHT ENVELOPE
[DHE] CALCULATIONS
• AVG HT. @ FRONT: 88.33 + 88.00 / 2 = 88.16’
• AVG HT @ SIDE LOT LINE:
86.56’+ 86.45’= 86.50'
• AVG HT. @ REAR: 84.91 + 84.80 / 2 = 84.85’
• AVG. ELEV. CHANGE FRONT -BACK: = 3.31’
• LOT DEPTH: 90.00' @ 15' SETBACKS
-AVG.SLOPE:3.31’/ 90.0’= 3.67%
• ATOC [FRONT ]: 88.34 + 88.11 / 2 = 88.22’
• MAX HT ALLOWED: 30’ABV ATOC = 118.22’
NOTE: FRONT AND REAR AVG. HEIGHTS TAKEN
SETBACK APPROX.15.00' FROM RESPECTIVE
PROPERTY LINES
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:28 PM
A3.2
2128Chiu ResidenceEXTERIOR ELEVATIONS2204 Hillside DriveBurlingame, CA 94010Elevation / Section Keynote Legend
#DESCRIPTION
E.01 [E] CLAY TILE ROOFING, TYP.
E.02 [E] VINYL WINDOWS, TYP.
E.03 [E] PTD. STUCCO, TYP.
E.04 [E] WD. DOOR
E.06 [E] PORCH / STAIRS
E.07 [E] FIREPLACE/CHIMNEY
E.08 [E] FENCE/GATE
E.12 [E] HEIGHTS ARE APPROXIMATED FROM SATELLITE IMAGES & INTERIOR
MEASUREMENTS. ACCURACY IS +/- 2'-0", TYP.
E.21 [N] ASPHALT SHINGLE ROOFING, TYP.
E.22 [N] ALUMINUM CLAD WD. WINDOWS, TYP.
E.23 [N] PTD STUCCO, TYP.
E.24 [N] HORIZ. WD SIDING, STAINED CEDAR, TYP
E.25 [N] STONE SIDING, GREY TONE, TYP.
E.26 [N] METAL INFILL PANEL, TO MATCH WINDOW FRAMES, TYP
E.27 [N] METAL DOWNSPOUTS, TYP. SEE LANDSCAPE & DRAINAGE PLAN FOR
MORE INFO.
E.29 [N] EGRESS WINDOW, 5.7 SF NET CLEAR OPENING REQUIRED. 24"
MINIMUM HT & 20" MINIMUM WIDTH, TYP.
E.30 [N] WD AND STONE CLAD COLUMN, TYP
E.31 [N] WOOD DECK, STAIN COLOR TO MATCH SIDING, TYP.
E.35 [N] 6'-0" WOOD FENCE, TYP.
E.36 [N] STD T&G WOOD EAVE, PTD FASCIA AND METAL GUTTER. COLOR TO
MATCH WINDOWS, TYP.
1/4" = 1'-0"1 EXISTING NORTH / SIDE ELEVATION
1/4" = 1'-0"2 NORTH / SIDE ELEVATION
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"
A3.61
A3.6
1
88.16’FRONT YARD AVG.
84.85’REAR YARD AVG.
86.50’SIDE YARD AVG.FROM A.T.O.C.30.00' HT MAX45.00
°
45.00°12.00'12.00'9.00' 1ST FLR PLATE HT.1.00'8.00' 2ND FLR PLATE HT4.00' SETBACK 42.00'4.00' SETBACK
8.00' 2ND FLR SETBACK8.00' 2ND FLR SETBACK
2.00'2.00'3.50'
2.00'1 1/2" / 12"1 1/2" / 12"1 1/2" / 12"2" / 12"2" / 12"2" / 12"2" / 12"2"
12"
2"
12"
2"
12"
2"
12"
2"
12"
2"
12"
2"
12"
20' - 11"20' - 0"
2.00'3.00'3.00'2.00'E.21 E.29 E.23E.24
E.26
E.23
E.22
E.31
E.36
11.30' PLATE HT. E.36
E.35
E.23
E.29
E.25
E.26
E.33
EX 1ST FLR -91.16'3' -0"
DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
1I-21I-1 1I-3
112
2O 2N
2M-3 2M-1
1T 1S 1R 1Q 1P
2M-2
2Q-3
2Q-2
2Q-1
1J 4.88'2.22'
2.38'4.88'E.28 E.28
E.27
E.27
E.27
E.27ATOC0.08' TOHT.MAX-118.16'
30' - 0"
88.22’AVG.T.O. CURB 20.92' HT MAX FROM A.T.O.C.A8.1
6 TYP
A8.1
4 TYP
A8.1
2 TYP
A8.1
7 TYP
AT CORNER
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"4" / 12"16' - 1"
88.59’A.T.O.C.
84.59’REAR YARD AVG.
86.59’SIDE YARD AVG.30.00' HT MAX45.00
°
45.00°12'-0"12.00'11.00'4.00' SETBACK 42.00'4.00' SETBACK
REQ'D 8.00' 2ND FLR SETBACKREQ'D 8.00' 2ND FLR SETBACK
E.01
E.02 E.03 E.07
E.12
E.08
E.13E.14
3.31'9.25'
EX 1ST FLR -91.16'3' -0"
DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
DECLINIG HEIGHT ENVELOPE
[DHE] CALCULATIONS
• AVG HT. @ FRONT: 88.33 + 88.00 / 2 = 88.16’
• AVG HT @ SIDE LOT LINE:
86.56’+ 86.45’= 86.50'
• AVG HT. @ REAR: 84.91 + 84.80 / 2 = 84.85’
• AVG. ELEV. CHANGE FRONT -BACK: = 3.31’
• LOT DEPTH: 90.00' @ 15' SETBACKS
-AVG.SLOPE:3.31’/ 90.0’= 3.67%
• ATOC [FRONT ]: 88.34 + 88.11 / 2 = 88.22’
• MAX HT ALLOWED: 30’ABV ATOC = 118.22’
NOTE: FRONT AND REAR AVG. HEIGHTS TAKEN
SETBACK APPROX.15.00' FROM RESPECTIVE
PROPERTY LINES
Elevation / Section Keynote Legend
#DESCRIPTION
E.01 [E] CLAY TILE ROOFING, TYP.
E.02 [E] VINYL WINDOWS, TYP.
E.03 [E] PTD. STUCCO, TYP.
E.07 [E] FIREPLACE/CHIMNEY
E.08 [E] FENCE/GATE
E.12 [E] HEIGHTS ARE APPROXIMATED FROM SATELLITE IMAGES & INTERIOR
MEASUREMENTS. ACCURACY IS +/- 2'-0", TYP.
E.13 [E] GLASS DOOR
E.14 [E] WD TRELLIS
E.21 [N] ASPHALT SHINGLE ROOFING, TYP.
E.22 [N] ALUMINUM CLAD WD. WINDOWS, TYP.
E.23 [N] PTD STUCCO, TYP.
E.24 [N] HORIZ. WD SIDING, STAINED CEDAR, TYP
E.25 [N] STONE SIDING, GREY TONE, TYP.
E.26 [N] METAL INFILL PANEL, TO MATCH WINDOW FRAMES, TYP
E.27 [N] METAL DOWNSPOUTS, TYP. SEE LANDSCAPE & DRAINAGE PLAN FOR
MORE INFO.
E.28 [N] PROVIDE LIGHTING AT ALL EXT LANDINGS. PER CRC §303.8 OR 2022
CBC §1008.2 AND 2022 CBC §1205.
E.29 [N] EGRESS WINDOW, 5.7 SF NET CLEAR OPENING REQUIRED. 24"
MINIMUM HT & 20" MINIMUM WIDTH, TYP.
E.31 [N] WOOD DECK, STAIN COLOR TO MATCH SIDING, TYP.
E.33 [N] SKYLIGHT, TYP.
E.35 [N] 6'-0" WOOD FENCE, TYP.
E.36 [N] STD T&G WOOD EAVE, PTD FASCIA AND METAL GUTTER. COLOR TO
MATCH WINDOWS, TYP.
1/4" = 1'-0"2 WEST / REAR ELEVATION
1/4" = 1'-0"1 EXISTING WEST / REAR ELEVATION
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:33 PM
A3.3
2128Chiu ResidenceEXTERIOR ELEVATIONS2204 Hillside DriveBurlingame, CA 94010REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
A3.6
2
A3.6
2
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"
20'-8"
120'-0"
4'-6"
2'-0"
88.16’FRONT YARD AVG.
84.85’REAR YARD AVG.
86.50’SIDE YARD AVG.
FRONT PROPERTY LINE
AVG FRONT SETBACK
REAR PROPERTY LINE
REAR SETBACK
20' - 11"20' - 0"
2"
12"
2"
12"2"
12"
2"
12"
2"
12"
2"
12"2" / 12"E.21E.22 E.23 E.24
E.25
E.26
E.36
E.22
E.30
2.00'
E.23 E.22 E.35
E.25E.31
2.00'
E.29
2.00'2.00'2.00'3.00'E.33
0.50'
0.35'
12' - 0"
2"
12"
2"
12"E.36 E.35
E.33 E.21
E.23 E.22E.26
27.27'PLATE HT9.00' 1ST FLRPLATE HT8.00' 2ND FLRFROM A.T.O.C.30.00' HT MAX.DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
1H
1E
1D
2H
2J2L 2F
2I-1
1F1G
2K-2 2K-1
3G3I3H
2.42'3.25'E.27
E.27
E.27
E.27
E.27 E.27
15.00'
HT.MAX-118.16'
30' - 0"
NOTE: GC TO VERIFY REQ'D OH CLEARANCES
MAINTAIN ALL APPLICABLE CLEARANCES PER
TABLE 4-2: MINIMUM ALLOWABLE CLEARANCE OF
INSULATED SERVICE DROPS FROM BUILDINGS–0
VOLTS THROUGH 750 VOLTS.
[SEE SECTION 4.4.2, 4.4.3 OF ELECTRIC SERVICE:
OVERHEAD, PG&E ELECTRIC & GAS SERVICE
REQUIREMENTS (TD-7001M) 2022–2023]
A8.1
4 TYP
A8.1
6 TYP
A8.1
2 TYP
AT CORNER
A8.1
5 TYP
A8.1
4 TYP
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
20'-8"
120'-0"
4'-6"
2'-0"
88.16’FRONT YARD AVG.
84.85’REAR YARD AVG.
86.50’SIDE YARD AVG.
FRONT PROPERTY LINE
AVG FRONT SETBACK
REAR PROPERTY LINE
REAR SETBACK
47.54'
15.00'
16' - 1"4" / 12"4" / 12"E.01
E.02 E.03 E.04
E.05 E.06E.07
E.12
EX 1ST FLR -91.16'3' -0"
DHE -MEASURED FROM AVG FRONT
AND REAR ELEVATION POINTS
DECLINIG HEIGHT ENVELOPE
[DHE] CALCULATIONS
• AVG HT. @ FRONT: 88.33 + 88.00 / 2 = 88.16’
• AVG HT @ SIDE LOT LINE:
86.56’+ 86.45’= 86.50'
• AVG HT. @ REAR: 84.91 + 84.80 / 2 = 84.85’
• AVG. ELEV. CHANGE FRONT -BACK: = 3.31’
• LOT DEPTH: 90.00' @ 15' SETBACKS
-AVG.SLOPE:3.31’/ 90.0’= 3.67%
• ATOC [FRONT ]: 88.34 + 88.11 / 2 = 88.22’
• MAX HT ALLOWED: 30’ABV ATOC = 118.22’
NOTE: FRONT AND REAR AVG. HEIGHTS TAKEN
SETBACK APPROX.15.00' FROM RESPECTIVE
PROPERTY LINES
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:38 PM
A3.4
2128Chiu ResidenceEXTERIOR ELEVATIONS2204 Hillside DriveBurlingame, CA 94010Elevation / Section Keynote Legend
#DESCRIPTION
E.01 [E] CLAY TILE ROOFING, TYP.
E.02 [E] VINYL WINDOWS, TYP.
E.03 [E] PTD. STUCCO, TYP.
E.04 [E] WD. DOOR
E.05 [E] GARAGE DOOR
E.06 [E] PORCH / STAIRS
E.07 [E] FIREPLACE/CHIMNEY
E.12 [E] HEIGHTS ARE APPROXIMATED FROM SATELLITE IMAGES & INTERIOR
MEASUREMENTS. ACCURACY IS +/- 2'-0", TYP.
E.21 [N] ASPHALT SHINGLE ROOFING, TYP.
E.22 [N] ALUMINUM CLAD WD. WINDOWS, TYP.
E.23 [N] PTD STUCCO, TYP.
E.24 [N] HORIZ. WD SIDING, STAINED CEDAR, TYP
E.25 [N] STONE SIDING, GREY TONE, TYP.
E.26 [N] METAL INFILL PANEL, TO MATCH WINDOW FRAMES, TYP
E.27 [N] METAL DOWNSPOUTS, TYP. SEE LANDSCAPE & DRAINAGE PLAN FOR
MORE INFO.
E.29 [N] EGRESS WINDOW, 5.7 SF NET CLEAR OPENING REQUIRED. 24"
MINIMUM HT & 20" MINIMUM WIDTH, TYP.
E.30 [N] WD AND STONE CLAD COLUMN, TYP
E.31 [N] WOOD DECK, STAIN COLOR TO MATCH SIDING, TYP.
E.33 [N] SKYLIGHT, TYP.
E.35 [N] 6'-0" WOOD FENCE, TYP.
E.36 [N] STD T&G WOOD EAVE, PTD FASCIA AND METAL GUTTER. COLOR TO
MATCH WINDOWS, TYP.
1/4" = 1'-0"2 SOUTH / SIDE ELEVATION
1/4" = 1'-0"1 EXISTING SOUTH / SIDE ELEVATION
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
A3.6
1
A3.6
1
6.00'9.00' PLATE HT.2"
12"
2"
12"
12' - 0"E.21E.22 E.23 E.33E.36 E.29E.35
E.39
E.22
301
3F 3E
3L 3K 3J
3D
300
3C 3B 3A
0.50'0.50'
PROPERTY LINE
PROPERTY LINE
0.50'
2.50'
DOWNSPOUT
DOWNSPOUT
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
A3.6
1
A3.6
1
12' - 0"
2"
12"
2"
12"6.00'9.00' PLATE HT.E.21 E.23
PROPERTY LINE
PROPERTY LINE
2.50'
0.50'
0.50'0.50'
DOWNSPOUT DOWNSPOUT
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
12' - 0"
2"
12"
2"
12"
E.21E.23E.36
0.50'
E.35
6.00'9.00' PLATE HT.0.15'
0.35'
PROPERTY LINE
DOWNSPOUT DOWNSPOUT
NOTE: GC TO VERIFY REQ'D OH CLEARANCES
MAINTAIN ALL APPLICABLE CLEARANCES PER
TABLE 4-2: MINIMUM ALLOWABLE CLEARANCE OF
INSULATED SERVICE DROPS FROM BUILDINGS–0
VOLTS THROUGH 750 VOLTS.
[SEE SECTION 4.4.2, 4.4.3 OF ELECTRIC SERVICE:
OVERHEAD, PG&E ELECTRIC & GAS SERVICE
REQUIREMENTS (TD-7001M) 2022–2023]
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
2ND FLR -98.16'10' -0"
0.15'
0.35'
12' - 0"
2"
12"
2"
12"
E.36 E.35
E.21
E.23 E.22E.26
6.00'9.00' PLATE HT.3G3I
3F3E
3H
PROPERTY LINE
DOWNSPOUTDOWNSPOUT
NOTE: GC TO VERIFY REQ'D OH CLEARANCES
MAINTAIN ALL APPLICABLE CLEARANCES PER
TABLE 4-2: MINIMUM ALLOWABLE CLEARANCE OF
INSULATED SERVICE DROPS FROM BUILDINGS–0
VOLTS THROUGH 750 VOLTS.
[SEE SECTION 4.4.2, 4.4.3 OF ELECTRIC SERVICE:
OVERHEAD, PG&E ELECTRIC & GAS SERVICE
REQUIREMENTS (TD-7001M) 2022–2023]
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:42 PM
A3.5
2128Chiu ResidenceADU ELEVATIONS2204 Hillside DriveBurlingame, CA 940101/4" = 1'-0"1 ADU FRONT / EAST ELEV.
1/4" = 1'-0"2 ADU REAR / WEST ELEV.
1/4" = 1'-0"3 ADU SIDE / NORTH ELEV.
1/4" = 1'-0"4 ADU SIDE / SOUTH ELEV.
Elevation / Section Keynote Legend
#DESCRIPTION
E.21 [N] ASPHALT SHINGLE ROOFING, TYP.
E.22 [N] ALUMINUM CLAD WD. WINDOWS, TYP.
E.23 [N] PTD STUCCO, TYP.
E.26 [N] METAL INFILL PANEL, TO MATCH WINDOW FRAMES, TYP
E.29 [N] EGRESS WINDOW, 5.7 SF NET CLEAR OPENING REQUIRED. 24" MINIMUM HT &
20" MINIMUM WIDTH, TYP.
E.33 [N] SKYLIGHT, TYP.
E.35 [N] 6'-0" WOOD FENCE, TYP.
E.36 [N] STD T&G WOOD EAVE, PTD FASCIA AND METAL GUTTER. COLOR TO MATCH
WINDOWS, TYP.
E.39 [N] ALUMINUM & GLASS DOOR
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
A3.6
2
A3.62
BACKYARD / ADU -84.16'-4' -0"
A3.72
A3.7
2
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"8'-0"A3.7
3
A3.73
9.00'8.00'11'-4"9.00'1ST FLR -88.16'0"
1ST FLR PLATE HT.9' -0"
BACKYARD / ADU -84.16'-4' -0"
PLATE HT -106.16'18' -0"
T.O. ROOF -109.16'21' -0"
2ND FLR -98.16'10' -0"
A3.6
1
A3.6
1
20.67' DISTANCE TO ADJACENT BLDG.
CEILING +9'-0"
GARAGE
6 x 11
BATH 2
18.00' CEILING AT STAIR6.33'5.33'12.00'9.00'8.00'JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:46 PM
A3.6
2128Chiu ResidenceBUILDING SECTIONS2204 Hillside DriveBurlingame, CA 94010Elevation / Section Keynote Legend
#DESCRIPTION
1/4" = 1'-0"1 CROSS SECTION - SITE
1/4" = 1'-0"2 LONGITUDINAL SECTION - AT STAIR
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
5/8" GYP. BD. TAPE
AND TEXTURE
2x STUD WALL W/
BATT INSULATION
PER ENERGY CALCS.
HARDIE SIDING
'GRACE VYCOR
PLUS' FLASH'G OR
EQ. AT CORNERS
SONOLASTIC 150 OR
EQ. SEALANT W/
FOAM BACKER ROD
AS NEEDED
PTD. ALUM. X-MOLD
FLASHING 6"PLAN VIEW
(N) PTD. SIDING TO
MATCH (E), O/ 2 LAYERS
GRADE 'D' BLDG. PAPER
O/ PLYWD. SHEATHING
(N) 2X PTD. TRIM
(N) 2X BLOCKING, AS
NEEDED
(N) SEALANT AT
VERTICAL TRANSITION1/2"MIN(N) PTD. 1X6 SHIPLAP
SIDING AT GABLE ENDS,
O/ 2 LAYERS GRADE 'D'
BLDG. PAPER O/ PLYWD.
SHEATHING
(N) G.S.M. FLASHING
(N) 2X2 PTD. TRIM,
SLOPED TO DRAIN
KERF CUT EDGE FOR
WATER DRIP
7/8" THICK 3-COAT
STUCCO O/ MTL. LATH O/
2 LAYERS GRADE 'D'
BLDG. PAPER LAPPED
TO DRAIN O/ PLYWD.
SHEATHING
(N) 2X BLOCKING
LAPPED TO DRAIN
(N) 2 LAYERS OF
GRADE "D"
BUILDING PAPER
W/ DRIP EDGE
(N) STONE
WAINSCOT
WATER TABLE
(N) STONE
(N) 2x4 WALL W/STUDS
@ 16" o.c. TYP.
(N) 7/8" THICK 3
COAT STUCCO, O/2-
INSULATION
(N) BATT
LAYERS GRADE 'D'
SHT'G SEE FRM'G
(N) 1/2" PLYWD
PLAN FOR NAIL'G
BLD'G PAPER
LAP'D TO DRAIN
WOOD SIDING
[N] HORIZ. STD CEDAR
SIDING
[N] STD WD TRIM
[N] PLYWOOOD
SHEATHING, TYP.
[N] VERTICAL TRANSITION
FOR ENTIRE LENGTH OF
ADJACENT WOOD, TYP.
[N] HORIZ. STAINED
CEDAR SIDING
1ST FLR PLATE HT.9' -0"
2ND FLR -98.16'10' -0"
TPO ROOF MEMBRANE O/ PLYWD
VELUX FLASHING
STEEL BEYOND
STD CEDAR T&G TO
MATCH ROOF EAVES, TYP.
2" GUTTER
CUT HOLE IN STL
AS REQ'D FOR
CONTINUOUS
DRAIN
2X FRAMING SLOPED
TO DRAIN
CONCEALED DRAIN PIPE
SLOPE 1/4":12" MIN
HORIZ. STD CEDAR SIDING
FLASHING, TYP
G.S.M. WEEP SCREED
7/8" THICK 3-COAT
STUCCO O/MTL LATH
O/ 2 LAYERS GRADE 'D'
BLDG PAPER O/
PLYWOOD SHEATHING
STONE CAP W/
MORTAR BED
STONE VENEER O/
MORTAR BED & MTL. LATH
O/ 2 LAYERS GRADE 'D'
BLDG. PAPER O/ PLYWD.
SHEATHING
[N] PTDF. FURRING &
PLYWD. FOR COLUMN
SHAPE
[N] P.T.D.F. FRAMING AT BASE
'GRACE VYCOR PLUS'
FLASHING OR EQ.
CONT. SONOLASTIC 150
SEALANT OR EQ
G.S.M. DRIP
FLASHING
WD. CLAD WDW,
SEE FLOOR PLAN &
WDW. SCHED.
WD. SHIM AS NEEDED
G.S.M. SILL PAN O/ 'GRACE
VYCOR PLUS' FLASH'G OR
EQ, LAPPED O/ BLDG. PAPER
WRAP BLDG PAPER
UNDER WINDOW FLANGE
WD. FRAMING , S.S.D.
SEE DETAIL 1 THIS SHEET
FOR INFO NOT NOTED
1x PTD. STOOL & APRON,
NEW WOOD SIDING 1"1 1/2"1"1 1/2"
PTD WD TRIM, COLOR
TO MATCH WINDOWS,
V.I.F. SLOPE TO DRAIN
PTD WD APRON,
SLOPE TO DRAIN
'GRACE VYCOR PLUS'
FLASHING OR EQ.
METAL CLAD WD
WDW. SEE FLOOR
PLAN & WDW. SCHED.
WD. SHIM AS NEEDED
G.S.M. SILL PAN O/ 'GRACE
VYCOR PLUS' FLASH'G OR
EQ, LAPPED O/ BLDG. PAPER
WRAP BLDG PAPER
UNDER WINDOW FLANGE
WD. FRAMING , S.S.D.
SEE DETAIL 1 THIS SHEET
FOR INFO NOT NOTED
1x PTD. STOOL & APRON
7/8" THICK 3-COAT STUCCO
O/ METAL LATH O/ 2 LAYERS
GRADE D BLDG PAPER O/
PLYWOOD SHEATHING
CONT. SONOLASTIC 150
SEALANT OR EQ
PTD WD TRIM, COLOR
TO MATCH WINDOWS,
V.I.F. SLOPE TO DRAIN
PTD WD APRON,
SLOPE TO DRAIN
CONT.
SONOLASTIC 150
SEALANT OR EQ
G.S.M. DRIP
FLASHING
1"1 1/2"
1 1/2"1"CONT. SONOLASTIC
150 SEALANT OR
EQ., TYP
G.S.M. DRIP FLASHING
O/SEALANT
GARAGE DOOR, SEE
FLOOR PLAN AND
DOOR SCHED, TYP.
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:47 PM
A8.1
2128Chiu ResidenceDETAILS 2204 Hillside DriveBurlingame, CA 94010REVISION DATE
3 PLANNING
COMMISSION
01.31.24
3" = 1'-0"1 CORNER DETAIL - WOOD
3" = 1'-0"2 TRANSITION DETAIL - WOOD TO STUCCO 1
3" = 1'-0"3 TRANSITION DETAIL WOOD TO STUCCO 2
1 1/2" = 1'-0"4 STONE WAINSCOTT DETAIL
1 1/2" = 1'-0"5 ENTRY CANOPY SECTION
3" = 1'-0"7 WINDOW DETAIL - WOOD
3" = 1'-0"6 WINDOW DETAIL - STUCCO
3" = 1'-0"8 GARAGE DOOR DETAIL
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:53 PM
A9.1
2128Chiu Residence3D VIEWS - PERSPECTIVE2204 Hillside DriveBurlingame, CA 940101 FRONT VIEW 1 2 FRONT VIEW 2
3 REAR VIEW 1 4 REAR VIEW 2
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:38:59 PM
A9.2
2128Chiu Residence3D VIEWS - PERSPECTIVE2204 Hillside DriveBurlingame, CA 94010REVISION DATE
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24
2 FRONT PERSPECTIVE 21FRONT PERSPECTIVE 1
3 REAR PERSPECTIVE 1 4 REAR PERSPECTIVE 2
JOB NUMBER:
PROJECT DATE:
SHEET NUMBER:RR
TRO
HIT
E
G.
ARC
CM
SOF RINAYACF LE
S
T
TA
O IREN. 06.30.25
NA ICELINSED
C 33359
All drawings and written materials contained herein
constitute the original and unpublished work of the
Architect and the same may not be duplicated, used or
disclosed without the written consent of the Architect
1/30/2024
4:39:07 PM
A9.3
2128Chiu Residence3D VIEWS - ARIAL2204 Hillside DriveBurlingame, CA 940101 AXONOMETRIC FROM NORTHEAST
4 AXONOMETRIC FROM NORTHWEST
2 AXONOMETRIC FROM SOUTHEAST
3 AXONOMETRIC FROM SOUTHWEST
REVISION DATE
0 DD PROGRESS 8.16.23
1 PLANNING
COMMISSION
11.13.23
2 PLANNING
COMMISSION 2
01.10.24
3 PLANNING
COMMISSION
01.31.24