HomeMy WebLinkAboutReso - PC - 2021.11.22 - 8ADocu3ign Envelipe lD: 26539468-3030-41 FA-85C7 4}4SO41OD2B4
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2022-014151
1:25 pm02116122 Rl Fee: NO FEE
Count of Pages 4
Recorded in Official Records
County of San Mateo
Mark Church
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+(
Resolution No. 2021 -1 1 .ZZ-BA
1548 WESTMOOR ROAD
APN 025-242-260
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct mpy of the
document it purports to be, the original of which is on file in my
office.
2022
k*'tn" hrkw,r BSffi&*re{;;Sruffi
6tlUNE
i:i
Date:
AICP,Development
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been proposed and application has been made for
Desiq n Review for a first and second storv addition to an existinq single familv dwellinq and new
detached garaqe at 1548 Westmoor Road, zoned R-1; Sarah and Theo Wonq. propertv owners.
APN: 025-242-260:
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
November 22, 2021, 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:
It is hereby found that the project set forth above is Categorically Exempt from
environmental review pursuant to the California Environmental Quality Act (CEQA), per
Section 15301 (eX2) of the CEQA Guidelines, which states that additions to existing
structures are exempt from environmental review, provided the addition will not result in
an increase of more than 10,000 SF in areas where all public services and facilities are
available and the area in which the project is located is not environmentally sensitive.
Said Design Review is approved subject to the conditions set forth in Exhibit "A"
attached hereto. Findings for such Design Review is set forth in the staff report, minutes,
and recording of said meeting.
1
2
3 the officialIt is further directed that a certified copy of
records of the County of San Mateo.
t,01 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 22nd dav of November. 2021 by the
following vote:
't548 WESTUOOR ROAD - RESO 2021-11.22{A
AYES: COMAROTO, GAUL, LARIOS, LOffiS,
SGHMID, TERRONES, TSE
NOES: NONE
ABSENT NONE
RECUSED: NONE
EXHIBIT "A"
1
Conditions of approval for Categorical Exemption and Design Review
1548 Westmoor Road
Effective Decembet 2, 2021
Page 1
that the project shall be built as shown on the plans submitted to the planning Division
date stamped November 10,2021, sheets 41.0 through A4.0, site survey sheet t, L1.i,
and L1 .2;
that.the second floor bay at the front of the house shall be reduced in depth and height
so that it is compatible with the design of the house (staff level approval or Fyl tote
determined by Planning staff);
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 (Fyl or amendment to be deteimined
by Planning staff);
that any changes to the size or envelope of the basement, first or second floors, orgarage, which would include adding or enlarging a dormer(s), shall require an
amendment to this permit;
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;
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 ihall
!e required to comply with all the regulations of the Bay Area Air euality Management
District;
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 ill conditioni 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 constiuction process.
compliance with all conditions of approval is required; the conditions of approval shallnot be modified 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 streei; andthat these venting details 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 Recyclingordinance which requires affected demolition, new construction and alteration projecti
to submit a waste Reduction plan and meet recycling requirements; any partial oi full
demolition of a structure, interior or exterior, shall requiie a demolition permii;
that the project shall meet all the requirements of the california Building and uniformFire codes, in effect at time of building permit submittal, as amended -by the city ofBurlingame;
4
5
2
J
6
7
o
o
10.
Conditions of approvalfor Categorical Exemption and Design Review
1548 Westmoor Road
Effective December 2, 2021
11 that prior to scheduling the framing inspection the applicant shall provide a cerlification
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 framing inspection the project architect or residential
designer, or another architect or residential design professional, shall provide an
architectural certification that the archilectural 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
finalframing inspection shall be scheduled;
13 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
14 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.
EXHIBIT "A"
THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
DR1
Drawn By:
Job Number:
Sheet Title:
24X36
SOUTH ELEVATION
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
12'-0"7'-6"50'-0"27'-5"12'-0"7'-6"45°
45°
2X12 P.G. FASCIA
2X12 P.G. FASCIA
2X4 P.G. TRIM
6X6 KNEE
BRACKET
GUTTER
2X12 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 19.23
AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPEDECLINING HEIGHT
ENVELOPE
RIVER ROCK
6X6 KNEE
BRACKET
4X10
2X8 REDWOOD TRELLIS
HORIZONTAL PAINTED
SIDING
6X6 KNEE
BRACKET
COMPOSITION
SHINGLES
ROOFING
HOLMES LODGEWOOD SEMI-CUSTOM
PAINTED WOOD GARAGE DOOR W/
TRUE DIVIDED LITES @ UPPER WINDOWS
MARVIN ALUM CLAD
WOOD DOORS & WINDOWS
2X8 P.G. FASCIA
ILLUMINATED HOUSE
NUMBER
1ST FLOOR
= 0'-0"
GRADE
= -1'-6"
2ND FLOOR
= 10'-6"
T.O. PLATE
= 19'-6"
ROOF PEAK
= ± 25'-6"12
5
12
5
12
5
P
L
P
L
T.O. PLATE
= 9'-6"12'-0"7'-6"50'-0"26'-0 1/4"12'-0"7'-6"45°
45°
2X6 P.G. FASCIA
2X4 P.G. TRIM
6X6 KNEE
BRACKET
GUTTER
2X6 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 19.23
AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPEDECLINING HEIGHT
ENVELOPE
RIVER ROCK
6X6 KNEE
BRACKET
COMPOSITION
SHINGLES
ROOFING
HORIZONTAL PAINTED
SIDING
PAINTED BOARD &
BATTEN @ 12" O.C.
HOLMES LODGEWOOD SEMI-CUSTOM
PAINTED WOOD GARAGE DOOR W/
TRUE DIVIDED LITES @ UPPER WINDOWS
MARVIN ALUM CLAD
WOOD DOORS & WINDOWS
2X8 P.G. FASCIA
ILLUMINATED HOUSE
NUMBER
1ST FLOOR
= 0'-0"
GRADE
= -1'-6"
2ND FLOOR
= 10'-0"
T.O. PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
12
5
12
5
12
5
P
L
P
L
T.O. PLATE
= 9'-0"
SCALE: 1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED SOUTH ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
DR2
Drawn By:
Job Number:
Sheet Title:
24X36
WEST ELEVATION
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
100'-0"
16'-4"2'-6"1'-6"27'-5"AVERAGE T.O.
CURB = 20.73
GATE
SKYLIGHT
SKYLIGHT
PAINTED METAL
GUTTER & D.S., TYP.D.S.
D.S.
D.S.
RIVER ROCK
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
2ND FLOOR
= 10'-6"
TOP OF PLATE
= 19'-6"
ROOF PEAK
= ± 25'-6"
P
L
P
L
REAR YARD
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
T.O. PLATE
= 9'-6"
100'-0"
16'-4"2'-0"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
SKYLIGHT
D.S.
D.S.
SKYLIGHT
GATE
2X6 P.G.
FASCIA
2X6 P.G.
FASCIA
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
REAR YARD
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
T.O. PLATE
= 9'-0"
D.S.
PAINTED METAL
GUTTER & D.S., TYP.
SCALE: 1/4" = 1'-0"1 PROPOSED WEST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
DR3
Drawn By:
Job Number:
Sheet Title:
24X36
EAST ELEVATION
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
100'-0"1'-6"3'-0"2'-6"2'-0"27'-5"AVERAGE T.O.
CURB = 20.73
SKYLIGHT
6'H. REDWOOD
FENCE & GATE
PAINTED METAL
GUTTER & D.S., TYP.
D.S.
D.S.
D.S.
REDWOOD TRELLIS.
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
GARAGE SLAB
= -2'-0"
2ND FLOOR
= 10'-6"
TOP OF PLATE
= 19'-6"
ROOF PEAK
= ± 25'-6"
P
L
P
L
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
RIVER ROCK, TYP.
T.O. PLATE
= 9'-6"
100'-0"2'-11 7/8"3'-0"2'-6"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
SKYLIGHT
6'H. REDWOOD
FENCE & GATE
PAINTED METAL
GUTTER & D.S., TYP.
D.S.
D.S.
2X6 P.G. FASCIA
D.S.
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
GARAGE SLAB
= -2'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
RIVER ROCK, TYP.
T.O. PLATE
= 9'-0"
OPEN
SCALE: 1/4" = 1'-0"1 PROPOSED EAST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
DR4
Drawn By:
Job Number:
Sheet Title:
24X36
NORTH ELEVATION
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
50'-0"27'-5"12'-0"7'-6"12'-0"7'-6"AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND
REAR PROPERTY
LINES = 19.23
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPE
DECLINING HEIGHT
ENVELOPE
D.S.
2X12 P.G. FASCIA
2X12 P.G. FASCIA
2X12 P.G. FASCIA
2X8 P.G. FASCIA
2X8 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
1ST FLOOR
= 0'-0"
GARAGE
= -2'-0"
2ND FLOOR
= 10'-6"
TOP OF PLATE
= 19'-6"
ROOF PEAK
= ± 25'-6"
P
L
P
L
T.O. PLATE
= 9'-6"24'-5"D.S.
D.S.
PAINTED HARDI
LAP SIDING
COMPOSITION SHINGLE
ROOFING, TYP.
50'-0"12'-0"7'-6"12'-0"7'-6"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND
REAR PROPERTY
LINES = 19.23
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPE
DECLINING HEIGHT
ENVELOPE
D.S.
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X8 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
1ST FLOOR
= 0'-0"
GARAGE
= -2'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
T.O. PLATE
= 9'-0"23'-0 1/4"D.S.
D.S.
PAINTED HARDI
LAP SIDING
COMPOSITION SHINGLE
ROOFING, TYP.
SCALE: 1/4" = 1'-0"1 PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION @ FAMILY ROOM
SCALE: 1/4" = 1'-0"3 PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"4 PROPOSED EAST ELEVATION @ FAMILY ROOM
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
A3.0
Drawn By:
Job Number:
Sheet Title:
Exterior Elevs:
EXISTING & PROPOSED
SOUTH ELEVATIONS
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
2'-0"8'-9"7'-4 1/2"(E) FENCE
GARAGE
FLOOR
1ST FLOOR
PLATE
8'-9"
0'-0"
-2'-0"
PEAK
16'-1 1/2"
GATE
GATE
PLPL
12'-0"7'-6"50'-0"26'-0 1/4"12'-0"7'-6"45°
45°
2X6 P.G. FASCIA
2X4 P.G. TRIM
6X6 KNEE
BRACKET
GUTTER
2X6 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 19.23
AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPEDECLINING HEIGHT
ENVELOPE
RIVER ROCK
6X6 KNEE
BRACKET
COMPOSITION
SHINGLES
ROOFING
HORIZONTAL PAINTED
SIDING
PAINTED BOARD &
BATTEN @ 12" O.C.
HOLMES LODGEWOOD SEMI-CUSTOM
PAINTED WOOD GARAGE DOOR W/
TRUE DIVIDED LITES @ UPPER WINDOWS
MARVIN ALUM CLAD
WOOD DOORS & WINDOWS
2X8 P.G. FASCIA
ILLUMINATED HOUSE
NUMBER
1ST FLOOR
= 0'-0"
GRADE
= -1'-6"
2ND FLOOR
= 10'-0"
T.O. PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
12
5
12
5
12
5
P
L
P
L
T.O. PLATE
= 9'-0"9'-0"2'-9 7/8"11'-1 7/8"AVERAGE T.O.
CURB = 20.73
PAINTED HARDI
LAP SIDING
COMPOSITION SHINGLE
ROOFING, TYP.
GARAGE SLAB
= -2'-0"
ROOF PEAK
= 11'-9"
T.O. PLATE
= 9'-0"7'-10"3'-11 7/8"11'-1 7/8"HOLMES LODGEWOOD SEMI-CUSTOM
PAINTED WOOD GARAGE DOOR W/
TRUE DIVIDED LITES @ UPPER WINDOWS
AVERAGE T.O.
CURB = 20.73
GARAGE SLAB
= -2'-0"
ROOF PEAK
= 11'-9"
T.O. PLATE
= 7'-10"
2X6 P.G. FASCIA
7'-10"3'-11 7/8"11'-1 7/8"AVERAGE T.O.
CURB = 20.73
GARAGE SLAB
= -2'-0"
ROOF PEAK
= 11'-9"
PAINTED HARDI
LAP SIDING
T.O. PLATE
= 7'-10"8'-0"3'-9 7/8"11'-1 7/8"2X6 P.G. FASCIA
AVERAGE T.O.
CURB = 20.73
GARAGE SLAB
= -2'-0"
ROOF PEAK
= 11'-9"
T.O. PLATE
= 9'-0"
SCALE: 1/4" = 1'-0"1 (E) SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED SOUTH ELEVATION
SCALE: 1/4" = 1'-0"4 PROPOSED GARAGE WEST ELEVATION
SCALE: 1/4" = 1'-0"3 PROPOSED GARAGE SOUTH ELEVATION
SCALE: 1/4" = 1'-0"6 PROPOSED GARAGE EAST ELEVATION
SCALE: 1/4" = 1'-0"5 PROPOSED GARAGE NORTH ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
A3.1
Drawn By:
Job Number:
Sheet Title:
Exterior Elevs:
EXISTING & PROPOSED
WEST ELEVATIONS
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
1'-6"8'-9"7'-4 1/2"(E) GATE(E) FENCE
PLPL
1ST FLOOR
PLATE
8'-9"
0'-0"
PEAK
16'-1 1/2"
FRONT YARD
SIDEWALK
100'-0"
16'-4"2'-0"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
SKYLIGHT
D.S.
D.S.
SKYLIGHT
GATE
2X6 P.G.
FASCIA
2X6 P.G.
FASCIA
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
REAR YARD
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
T.O. PLATE
= 9'-0"
D.S.
PAINTED METAL
GUTTER & D.S., TYP.
SCALE: 1/4" = 1'-0"1 (E) WEST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED WEST ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
A3.2
Drawn By:
Job Number:
Sheet Title:
Exterior Elevs:
EXISTING & PROPOSED
EAST ELEVATIONS
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
1'-6"8'-9"7'-4 1/2"PLPL
1ST FLOOR
PLATE
8'-9"
0'-0"
PEAK
16'-1 1/2"
SIDEWALK
100'-0"2'-11 7/8"3'-0"2'-6"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
SKYLIGHT
6'H. REDWOOD
FENCE & GATE
PAINTED METAL
GUTTER & D.S., TYP.
D.S.
D.S.
2X6 P.G. FASCIA
D.S.
2'-0" OVERHANG
ABOVE DOOR
1ST FLOOR
= 0'-0"
GARAGE SLAB
= -2'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
FRONT YARD
SIDEWALK
PAINTED HARDI
LAP SIDING
PAINTED HARDI
LAP SIDING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
COMPOSITION SHINGLE
ROOFING, TYP.
RIVER ROCK, TYP.
T.O. PLATE
= 9'-0"
OPEN
SCALE: 1/4" = 1'-0"1 (E) EAST ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
A3.3
Drawn By:
Job Number:
Sheet Title:
Exterior Elevs:
EXISTING & PROPOSED
NORTH ELEVATIONS
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
50'-0"12'-0"7'-6"12'-0"7'-6"26'-0 1/4"AVERAGE T.O.
CURB = 20.73
AVERAGE ELEVATION
BETWEEN FRONT AND
REAR PROPERTY
LINES = 19.23
30'-0' MAXIMUM HEIGHT LIMIT
FROM AVERAGE TOP OFCURB
AVERAGE ELEVATION
BETWEEN FRONT AND REAR
PROPERTY LINES = 20.13
DECLINING HEIGHT
ENVELOPE
DECLINING HEIGHT
ENVELOPE
D.S.
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X6 P.G. FASCIA
2X8 P.G. FASCIA
PAINTED BOARD &
BATTEN @ 12" O.C.
1ST FLOOR
= 0'-0"
GARAGE
= -2'-0"
2ND FLOOR
= 10'-0"
TOP OF PLATE
= 19'-0"
ROOF PEAK
= ± 24'-8"
P
L
P
L
T.O. PLATE
= 9'-0"23'-0 1/4"D.S.
D.S.
PAINTED HARDI
LAP SIDING
COMPOSITION SHINGLE
ROOFING, TYP.2'-0"8'-9"7'-4 1/2"PLPL
GARAGE
FLOOR
1ST FLOOR
PLATE
8'-9"
0'-0"
-2'-0"
PEAK
16'-1 1/2"
GATE
SCALE: 1/4" = 1'-0"1 PROPOSED NORTH ELEVATION
SCALE: 1/4" = 1'-0"2 PROPOSED EAST ELEVATION @ FAMILY ROOM
SCALE: 1/4" = 1'-0"3 (E) NORTH ELEVATION
SARAH & THEO WONG RESIDENCEREMODEL & ADDITION1548 WESTMOOR ROADBURLINGAME, CA 94010BM
4-121
P.C. Design Review
Study 10.11.21 AZ
10.27.21
A1.1
Drawn By:
Job Number:
Sheet Title:
Project Info:
EXISTING & PROPOSED
SITE PLANS
Date:
Revisions By
Kotas/
Pantaleoni
Architects
Anthony A. Pantaleoni
LEED AP
70 Zoe Street Suite 200
San Francisco, California 94107
t. 415 495 4051
f. 415 495 6885
design@kp-architects.com
N
5'-0"
1ST FL.
11'-6"
5'-0"
(N) 9'-6"
DRIVEWAY
4"19'-11"1ST FLOOR22'-5"2ND FLOOR13'-8 1/4"
1ST FLOOR
13'-8 1/4"
2ND FLOOR4"21'-2 1/2"2ND FLOOR9'-0"
2ND FLOOR 16'-4"1ST FLOOR(E) GAS
METER
(E) WATER
METER AND LINE
RELOCATED OVERHEAD
ELECTRIC, TELEPHONE
AND CABLE SERVICE
T.O.C. (E) 20.33 T.O.C. MATCH
(E) 20.59
T.O.C. MATCH
(E) 20.78 T.O.C. (E) 21.12
19.23 DHE AVERAGE
ELEVATION
17.97 DHE REAR
ELEVATION
20.49 DHE FRONT
SPOT ELEVATION
T.O.C. 20.70
T.O.C. 20.89
T.O.C. 20.87
T.O.C. 21.06
(N) CURB CUT
(E) SEWER MANHOLE AND
SEWER LINE
(N) GAS LINE TO
HOUSE, SEE C-1
(E) SANITARY SEWER
CLEAN OUT/ VENT
(E) TOP OF CURB
(E) FLOW LINE
(E) EDGE OF CONCRETE
(N) BOLLARDS,
SEE C-1
(N) SANITARY SEWER LINE
AND CLEANOUT, SEE CIVIL
DRAWINGS
(N) BACKFLOW DEVICE, SEE
CIVIL DRAWINGS
(N) AREA DRAIN,
TYP. SEE C-1
(E) TREE
(E) TREE
50'-0"50'-0"50'-0"
50'-0"
50'-0"50'-0"100'-0"100'-0"1552 WESTMOOR ROAD
( 1 STORY SINGLE FAMILY
HOUSE )
1544 WESTMOOR ROAD
( 2 STORY SINGLE FAMILY
HOUSE )
WESTMOOR ROAD 50'-0"
PL
NEW LANDSCAPING, SEE
LANDSCAPE PLAN
(E) SIDE WALK
PL
PL
PL
PL
PL
PL
PL
(E) GUTTER
NEW ADDITION
SECOND FLOOR
NEW GARAGE
NEW ADDITION
FIRST FLOOR
(FAMILY ROOM )
NEW PATIO
SEE LANDSCAPE
PLAN
W
G
1548 WESTMOOR ROAD
( 2 STORY SINGLE FAMILY
HOUSE )
((E) F.L. 20.62)((E) F.L. 20.79)NOTE:
REMOVE AND REPLACE CURB, GUTTER,
DRIVEWAY AND SIDEWALK, FRONTING SITE.
PLUG ALL EXISTING SANITARY SEWER LATERAL
CONCECTIONS AND INSTALL A NEW 4" LATERAL,
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.
20.99 DHE FRONT
SPOT ELEVATION
19.26 DHE REAR
SPOT ELEVATION
N4'-6"2'-10 3/4"16'-11 1/2"5'-0"19'-11"13'-8 1/4"38'-0"(E) 9'-0"
DRIVEWAY
(E) GAS
METER
AND
LINE
(E) SEWER MANHOLE AND
SEWER LINE
(E) OVERHEAD
ELECTRIC, TELEPHONE
AND CABLE SERVICE
(E) WATER
METER AND LINE
(E) SANITARY
SEWER CLEAN
OUT/ VENT
(E) TOP OF CURB
(E) FLOW LINE
(E) EDGE OF CONCRETE
(E) EXTERIOR
WALL BELOW
(E) TREE
(E) TREE
1548 WESTMOOR ROAD
( 1 STORY SINGLE FAMILY
HOUSE )
PL
(E) LANDSCAPE
50'-0"50'-0"
50'-0"50'-0"100'-0"100'-0"1552 WESTMOOR ROAD
( 1 STORY SINGLE FAMILY
HOUSE )
1544 WESTMOOR ROAD
( 2 STORY SINGLE FAMILY
HOUSE )
WESTMOOR ROAD 50'-0"
PL
(E) SIDE WALK
PL PL
PL
PL
PL
PL
(E) GUTTER
(E) LANDSCAPE
W
G
LOT COVERAGE:
MAXIMUM ALLOWED: .40 * 5,000 S.F. = 2,000.00 S.F.
PROPOSED:
HOUSE: 1,492.15 S.F.
FIREPLACE: 3.27 S.F.
PORCH: 56.09 S.F.
TRELLIS: 40.54 S.F.
GARAGE: 385.00 S.F.
TOTAL: 1,977.05 S.F.
**NOTE: NO ROOF OVERHANGS EXCEED 2'-0"
FLOOR AREA RATIO (F.A.R.):
MAXIMUM ALLOWED: (.32 * 5,000 S.F.) + 1,100 S.F. +385 S.F. = 3,085.00 S.F.
PROPOSED:
GARAGE: 385.00 S.F.
1ST FLOOR: 1,488.00 S.F.
2ND FLOOR: 1,201.00 S.F.
TOTAL: 3,074.00 S.F.
SCALE: 1/8" = 1'-0"2 PROPOSED SITE PLAN
SCALE: 1/8" = 1'-0"1 EXISTING SITE PLAN
AVERAGE FRONT SETBACK
ADDRESS FRONT SETBACK
1560 WESTMOOR ROAD 18'-8"
1556 WESTMOOR ROAD 19'-9"
1552 WESTMOOR ROAD 19'-9"
1548 WESTMOOR ROAD 19'-11"
(SUBJECT PROPERTY)
1544 WESTMOOR ROAD 19'-9"
1540 WESTMOOR ROAD 19'-9"
1536 WESTMOOR ROAD 19'-9"
1532 WESTMOOR ROAD 18'-7" (LOWEST)
1528 WESTMOOR ROAD 19'-7"
1524 WESTMOOR ROAD 19'-9"
1520 WESTMOOR ROAD 20'-1" (HIGHEST)
AVERAGE OF 9 LOTS: 19'-7 9/16"