HomeMy WebLinkAboutReso - PC - 2024-01.08 - 9BDocuSign f nvelope lD: CgF32?98-2C gD-4488-A844-24E6C4ADA690
RECORDING REQUESTED BY
Planning Department
C jty of Burlingame
WHEN RECORDEO [1AIL TO
COMMUNITY DEVELOP[/ENT DEPARTTIIENT
C TY OF BURLINGAIVE
501 PRI[,IROSE ROAD
BURL NGAIVE, CA 94010
2024-A25400
3iO4 pm 05/142024 Rl Fee: NO FEE
Count ol Pages4
Recorded in Off icialR€cods
Co unty of San tlateo
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Asa€sso r-Co u nty clork_R€corder
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Resolution No. 2024-01.08-9B
1826 LOYOLA DRIVE
APN 025-051-240
I hereby cedify this to be a full, true and conect mpy of the
document it purports to be. the onginal of which is on llle in my
offrce.
Date Janua 22 2024
Ww earkwl
TITLE OF DOCUMENT
CITY
Pi :tli'r iit"l$gP":
llE: .f'':'
Kevin Gardiner, AICP, Communjty Deve nt Di
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW,
AND HILLSIDE AREA CONSTRUCTION PERMIT
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and applicati on has been made for Desion
Review a Hillside Area Constru n Permit for a first and nd floor addition to an existino sinole-
unit dwellino at '1826 Lovola Drive , Zoned R-'1 ,Patricia Swen, oroDertv owner.APN: 025-051-240
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on January
8.2024, at which time it reviewed and considered the staff report and all other written materials and
testimony presented at said hearing:
NOW, THEREFORE, it is RESOLVED and DETERMTNED by this ptanning Commission that:
on the basis of the lnitial study and the documents submitted and reviewed, and comments
received and addressed by this commission, it is hereby found that there is no substantial
evidence that the project set forth above will have a significant effect on the environment, and
categorical exemption, per CEQA section 15301 (eX1) of the cEeA Guidetines, which states
that additions to existing structures are exempt from environmental review, provided the addition
will not result in an increase of more than 50% of the floor area of the structures before the
addition, is hereby approved.
2 said Design Review and Hillside Area construction permit are approved subject to the
conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review and Hillside
Area construction Permit are set forth in the staff report, minutes, and recording of said
meeting.
3. lt is further directed that a certified copy of this resolution be corded in the ofiicial records of
the County of San Mateo.
airperson S CI(IA) +1*-t^
,\
u ft0r)J$J , Secretary of the Planni g Commission of the City of Burlingame, do
hereby certify that the fo
Planning Commission
regoing resolutjon was introduced and adopted at a regular meeting of theheld on the 8 of Januarv 2024 by the following votehd
1626 LOYOLA DR. - RESO 2024{t1.08-98AYES: COHAROTO,HORAN,LOYTIENTHAL
PFAFF, SCHTID, SHORES, TSEI{OES: NONE
ABSENT NONE
REGUSED: NONE
Secretary
EXHIBIT'A"
Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit
'1826 Loyola Drive
Effective January 18, 2024
Page 1
1 that the project shall be built as shown on the plans submitted to the Planning Division date
stamped January 26,2023, sheets A0.0 through A6.4, and boundary and topographic survey;
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 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 recycltng 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 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 ofall sets of approved plans throughout the construction process. compliance with all
conditions of approval is required; the conditions of approval shall not be modified or
changed without the approval of the Planning Commission, or City Council on appeal;
that all air ducts, plumbing vents, and flues shall be combined, where possible, to a single
termination and installed on the portions of the roof not visible from the street; and that these
venting details shall be included and approved in the construction plans before a Building
permit is issued;
J
4
o
7
8
I
that the project shall comply with the construction and Demolition Debris Recycling
ordinance which requires affected demolition, new construction and alteration proleits 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;
that the project shall meet all the requirements of the California Building and Unrform Fire
Codes, in effect at time of building permit submittat, as amended by the City of Burlingame;
THE FOLLOWING GONDITIONS 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;
2.
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Hillside Area Construction Permit
1826 Loyola Drive
Effective January 18, 2024
11. that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at
framing, such as window locations and bays, are built as shown on the approved plans;
architectural certification documenting framing compliance with approved design shall be
submitted to the Building Division before the final framing inspection shall be scheduled;
12. that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
13. that prior to flnal 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.
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A0.0COVER SHEET
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSRENOVATION FOR THE
SWEN RESIDENCE
1826 LOYOLA DRIVE, BURLINGAME, CA 94010
DELTA 3 - PLANNING
COMMISSION REVIEW COMMENTS
11/22/23
DRAWING INDEX
PROJECT INFORMATION
ABBREVIATIONS
GENERAL NOTES
REGULATORY STANDARDSPROJECT TEAM
ADDRESS: 1826 LOYOLA DRIVE, BURLINGAME, CA, 94010
APN: 025051240
THE PROJECT SCOPE WILL CONSIST OF A RENOVATION & ADDITION TO AN (E) SINGLE
FAMILY RESIDENCE. AS PART OF THE RENOVATION, A NEW ADU IS PROPOSED IN THE
BASEMENT.
THE SCOPE WILL INCLUDE BUT NOT BE LIMITED TO:
EXTERIOR
- HARDSCAPE & LANDSCAPE IMPROVEMENTS
- FIRST FLOOR & BASEMENT FLOOR ADDITION
- REMOVE & REPLACE (E) EXTERIOR FINISHES WHERE INDICATED
- REMOVE & REPLACE (E) COMPOSITE SHINGLE ROOFING THROUGHOUT
- REMOVE & REPLACE (E) DOORS & WINDOWS WHERE INDICATED
INTERIOR
- RENOVATE BUILDING INTERIOR WHERE SHOWN
- NEW BUILT-IN CASEWORK & SHELVING
BUILDING SYSTEMS & UTILITIES
-NEW BUILDING SYSTEMS TO ACCOMODATE RENOVATION SCOPE OF WORK
-RETROFIT (E) SYSTEMS TO REMAIN
DEFERRED SUBMITTAL
FIRE SPRINKLER SYSTEM SHALL BE PROVIDED BY DESIGN-BUILD CONTRACTOR AS A
DEFERRED SUBMITTAL FOR THE PROJECT.
CLIENT: PATRICIA & KAY SWEN
1826 LOYOLA DRIVE,
BURLINGAME, CA 94010,
650 - 868 - 4010
PATRICIA.SWEN@GMAIL.COM,
KAYSWEN@GMAIL.COM
ARCHITECT:DANIEL PHO
PHO ARCHITECTS, INC.
650 5TH STEET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
DANIEL@PHOARCHITECTS.COM
SEAN GOWIN
415 - 624 - 6546
SEAN.GOWIN@PHOARCHITECTS.COM
SURVEYOR DANIEL MACLEOD
MACLEAOD & ASSOCIATES, INC
965 CENTER STREET
SAN CARLOS, CA 94070
650-593-8580 EXT. 1
DMACLEOD@MACLEODASSOCIATES.NET
STRUCTURAL:TBD
CONTRACTOR:TBD
GEOTECH ENGINEER:IGOR GARY KLEYNER
ADEPT CONSTRUCTION SOLUTIONS, INC.
1485 BAYSHORE BLVD., SUITE 133
SAN FRANCISCO, CA 94124
GARY@ADEPTCONSTRUCTION.SOLUTIONS
2019 CALIFORNIA BUILDING STANDARDS CODE
PART 1 - CALIFORNIA ADMINISTRATIVE CODE
PART 2 - CALIFORNIA BUILDING CODE
PART 2.5 - CALIFORNIA RESIDENTIAL CODE
PART 3 - CALIFORNIA ELECTRICAL CODE
PART 4 - CALIFORNIA MECHANICAL CODE
PART 5 - CALIFORNIA PLUMBING CODE
PART 6 - CALIFORNIA ENERGY CODE
PART 8 - CALIFORNIA HISTORICAL BUILDING CODE
PART 9 - CALIFORNIA FIRE CODE
PART 10 - CALIFORNIA EXISTING BUILDING CODE
PART 11 - CALIFORNIA GREEN BUILDING STANDARDS CODE
PART 12 - CALIFORNIA REFERENCE STANDARDS CODE
LOCAL ORDINANCE
CITY OF BURLINGAME
AB ANCHOR BOLT
AFF ABOVE FINISH FLOOR
AFG ABOVE FINISH GRADE
ALUM ALUMINUM
BD BOARD
BLDG BUILDING
BLKG BLOCKING
BTW BETWEEN
CAB CABINET
CB CATCH BASIN
CL CENTERLINE
CLG CELIING
CLO CLOSET
CLR CLEAR
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
CONC CONCRETE
CONT CONTINUOUS
D DRYER
DBL DOUBLE
DF DRINKING FOUNTAIN
DIA DIAMETER
DN DOWN
DS DOWNSPOUT
DW DISHWASHER
DWG DRAWING
EA EACH
ETC ETCETERA
(E)EXISTING
EF EXHAUST FAN
FD FLOOR DRAIN
FEC FIRE EXTINGUISHER CABINET
FG FINISHED GRADE
FLR FLOOR
FOC FACE OF CONCRETE
FOF FACE OF FINISH
FOS FACE OF STUD
FP FIREPLACE
FTG FOOTING
GA GAUGE
GALV GALVANIZED
GFCI GROUND FAULT CIRCUIT INTERRUPTER
GLB GLUED LAMINATED BEAM
GYB GYPSUM BOARD
HB HOSE BIBB
HDR HEADER
HDWR HARDWARE
HD HOLDDOWN
HM HOLLOW METAL
HT HEIGHT
HVAC HEATING / VENTILATION / AIR CONDITIONING
HW HOT WATER
IAQ INDOOR AIR QUALITY
INT INTERIOR
LAV LAVATORY
LF LINEAR FOOT
MECH MECHANICAL
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MTL METAL
N/A NOT APPLICABLE
NOM NOMINAL
NTS NOT TO SCALE
O/OVER
OC ON CENTER
OH OVERHEAD
PERF PERFORATED
PL PROPERTY LINE
PLAM PLASTIC LAMINATE
PNL PANEL
PREP PREPARATION
PT PAINT
QTY QUANTITY
RCP REFLECTED CEILING PLAN
RD ROOF DRAIN
REF REFRIGERATOR
RR RESTROOM
REV REVISION
RM ROOM
RO ROUGH OPENING
SD SMOKE DETECTOR
SD STORM DRAIN
SF SQUARE FEET
SHT SHEET
SIM SIMILAR
SQ SQUARE
SS STAINLESS STEEL
STD STANDARD
STOR STORAGE
TEMP TEMPORARY
TI TENANT IMPROVEMENT
TOC TOP OF CONCRETE
TYP TYPICAL
VAR VARIES
VCT VINYL COMPOSITION TILE
VERT VERTICAL
VIF VERIFY IN FIELD
W WASHER
W/O WITHOUT
WC WATER CLOSET
WD WOOD
WH WATER HEATER
WIC WALK IN CLOSET
WM WATER METER
WP WATERPROOFING
WRB WATER RESISTANT BARRIER
PARCEL MAP
APPLICABLE REGULATIONS
CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL GOVERNING CODES AND APPLICABLE
REGULATIONS AT LOCAL, STATE AND FEDERAL AGENCIES HAVING JURISDICTION OVER THE PROJECT.
PERMITS & APPROVALS
PRIOR TO CONSTRUCTION, CONTRACTOR SHALL OBTAIN ALL NECESSSARY PERMITS AND APPROVALS REQUIRED
FROM LOCAL AND STATE AGENCIES TO PERFORM PROJECT.
RESPONSIBILITIES
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING CONSTRUCTION FOR THE SUCCESSFUL COMPLETION
OF THE PROJECT. THIS INCLUDE BUT SHALL NOT BE LIMITED TO SCHEDULE, MEANS & METHODS, SEQUENCES,
SAFETY PROCEDURES AND WEATHER PROTECTION.
SUBCONTRACTOR
CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF SUBCONTRACTORS AND SHOP
DRAWINGS APPROVED BY THE ARCHITECT PRIOR TO COMMENCEMENT OF THE WORK.
QUALITY OF WORK
COMPLETED WORK SHALL BE EQUAL OR BETTER THAN ACCEPTED STANDARDS OF TRADE.
EXISTING CONDITIONS
CONTRACTOR SHALL FIELD VERIFYING EXISTING SITE CONDITIONS, BUILDING CONDITIONS AND DIMENSIONS BY
DETAILED INSPECTION PRIOR TO BID AND COMMENCEMENT OF WORK. NOTIFY ARCHITECT IF EXISTING CONDITIONS
ARE INCONSISTENT WITH CONSTRUCTION DOCUMENTS.
CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTIES AND EXISTING IMPROVEMENTS DURING BUILDING
CONSTRUCTION. THIS INCLUDES ADJACENT BUILDINGS, HARDSCAPE, LANDSCAPE, UTILITIES, ETC.
CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS WITH APPROPRIATE AGENCIES PRIOR TO THE
COMMENCEMENT OF WORK. THERE MAY BE EXISTING UTILITIES WHICH ARE NOT SHOWN ON THE PLANS. UTILITY
LOCATIONS SHOWN ON PLANS ARE BASED ON INFORMATION AVAILABLE AND APPROXIMATE.
DRAWINGS AND SPECIFICATIONS
CONTRACTOR SHALL COORDINATE DIMENSION SHOWN ON DRAWINGS WITH ACTUAL FIELD MEASUREMENTS.
NOTIFY ARCHITECT WITH ANY DISCREPANCIES
BUILDING DIMENSIONS
NEW CONSTRUCTION: DIMENSION ARE FOR FACE OF STUD, FACE OF CONCRETE UNLESS OTHERWISE NOTED
EXISTING CONSTRUCTION / RENOVATION: DIMENSIONS ARE TO FACE OF FINISH, UNLESS OTHERWISE NOTED.
DO NOT SCALE DRAWINGS.
1
2
3
4
5
6
7
8
9
10
11
ARCHITECTRUAL
A0.0 COVER SHEET
A0.1 TITLE 24 RMS-1
A0.2 TITLE 24 CF-1R
A0.3 CALGREEN CHECKLIST / BMP
A1.1 CODE ANALYSIS, DEMOLITION & PROPOSED SITE PLAN
A1.2 DEMOLITION PLAN CALCULATION
A2.0 DEMOLITION & PROPOSED BASEMENT PLANS
A2.1 DEMOLITION & PROPOSED 1ST FLOOR PLANS
A2.2 DEMOLITION & PROPOSED ROOF PLAN
A2.3 LANDSCAPE PLAN
A3.1 DEMOLITION & PROPOSED SOUTH ELEVATIONS
A3.2 DEMOLITION & PROPOSED WEST ELEVATIONS
A3.3 DEMOLITION & PROPOSED NORTH ELEVATIONS
A3.4 DEMOLITION & PROPOSED EAST ELEVATIONS
A4.1 PROPOSED & DEMOLITION SECTIONS
A4.2 PROPOSED & DEMOLITION SECTIONS
A4.3 PROPOSED & DEMOLITION SECTIONS
A5.0 DOOR & WINDOW SCHEDULE
A6.1 RENDERINGS & FINISH MATERIALS
A6.2 DESIGN UPDATES
A6.3 NEIGHBORHOOD CONTEXT - CASTENADA DRIVE
A6.4 NEIGHBORHOOD CONTEXT - LOYOLA DRIVE
REF. SITE PLAN 1/A1.0 FOR EXACT LOCATION
EXISTING CONTEXT
1 - FRONT BUILDING FACADE2 - REAR BUILDING FACADE
3 - EAST SIDEYARD4 - LOWER REAR YARD5 - WEST SIDEYARD
VICINITY MAP
SURVEY
5326-TOPO BOUNDARY & TOPOGRAPHIC SURVEY
1
1
3
3
RECEIVED
CITY OF BURLINGAME
CDD-PLANNING DIVISION
12.26.23
REVISED
DN
DN
UP
DN 216.32216.76220.01221.00222.20224.55226.38227.97230.82228.59227.48226.04223.89222.60220.71221.02TW221.62TW220.58222.12TW222.54TW227.25TW227.19TW227.68TW228.26TW226.66225.69225.49226.14TW226.54TW226.90TW226.42226.09226.68226.79225.25TW224.87TW221.68222.14222.50225.08225.29224.43225.05224.39221.40221.48221.45221.26221.42221.70221.52220.82220.77221.40220.24221.03TW221.06TW219.98216.85217.05221.07TW219.98221.23221.35222.20221.88221.13221.09220.48220.68220.86221.58222.32222.27221.706"TREE227.01227.03226.98226.97226.99226.92226.92226.93227.64THRESHOLD227.67THRESHOLD226.98226.86226.87AD 226.86AD227.01231.89TW227.26229.80TWLIP231.88TW226.80AD
220.58AD
220.63AD226.82226.71AD
226.68AD
226.64AD
226.59AD226.67226.70226.72226.84226.77226.78226.75GM
EM231.81TW230.06TWLIP229.98TWLIP231.78TW231.81TW226.78226.70220.94BSMTSLAB4"TREE220.92221.29TW221.06TW219.85219.90220.51220.02220.28231.88TW229.22TWLIP227.96227.23227.23TW226.75228.07228.65TWCBX 24"TREE20"TREE220.87220.84220.64219.65218.79218.31219.40220.15220.51219.30TW219.30TW219.59220.96220.88220.67220.32220.56222.19222.05222.33224.89224.42225.31225.88225.43224.75224.32224.31224.58AD224.59AD225.49226.19226.28226.26225.96AD 225.92224.68TW224.68TW224.76TW225.46TW225.51TW226.22TW226.27TW226.06226.43226.56226.56226.64227.13226.67229.68TW229.1
6226.62226.73226.85GSFF226.63226.34227.75THRESHOLD227.22227.19228.74229.88230.37TW229.83TW229.02EB8"8"8"TREE230.14TC229.69FL228.37TC227.75TC225.55TC225.65TC225.22FLTCDTCDWM222.60TC222.14FL218.44CB218.76TCCOCO229.30TC229.65224.74221.05220.79SSMH 218.42219.01TCS 55°00'00" E
80.00'N 35°00'00" E100.00'N 35°00'00" E100.00'N 55°00'00" W
80.00'21922922722322722
6 221221222226
220225225225220225230220(54' - R/W)
LOYOLA DRIVE
TEMPORARY BENCHMARK
TOP OF CURB AT CENTER LINE
OF C.B.
ELEV. = 219.23
(CITY OF BURLINGAME DATUM)
RESIDENCE
BRICK WALLCONC WALLCONC WALL
STONE WALL
GATE
CONCRETE
DRIVEWAY WALLWOOD WALLWALL
BRICK WALL
PORCH
STEPS
CONC
CONC
CONC WOOD WALLFENCE ON TOP OF CONC WALLCONC WALLWALL LIPBRICK FACADE
CONC SIDEWALK
CONC CURB AND GUTTER
AC PAVE AC PAVE
BUILDING
WALL LIPCONC
BUILDING
FALLING
CONC WALLGATE FENCE
CONC
WALK
WALL
APPROXIMATE DRIPLINE
(TYPICAL)
APPROXIMATE DRIPLINE
(TYPICAL)
RIDGE ELEV. = 241.9
POP-UP
EMITTERFENCE ON TOP OF CONC WALLCONC
WALK
CONC
WALK
CONC
WALK
CONC
AD4"5"6"8" TREE15' B.S.L.
SUBJECT PROPERTY
1826 LOYOLA DRIVE
FRONT SETBACK15' - 0"SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"WM
BELL
SYSTEM
BOX
ELECTRIC
BOX STORM
DRAIN
(PROPERTY LINE)
80' - 0"(PROPERTY LINE)100' - 0"DECLINING
SLOPE
(E) DRIVEWAY
FRONT YARD
DECLINING
SLOPEDECLINING SLOPE3101 SF
LOT COVERAGE4:125:12
12:124:123:12
5:12
5:12
DN
MILLS ESTATE SUBDIVISIONGM
EM
REAR YARD
SIDEWALK
5' - 6"4' - 9"TO SIDEWALK (V.I.F.)(E) SIDEWALK(V.I.F.)PATIO
LOYOLA DRIVE4:129:12
ADU
PATH
P.L. TO DWELLING
4' - 11"P.L. TO DWELLING35' - 7"P.L. TO DWELLING17' - 1"P.L. TO
DWELLING
(E) NON
CONFORMING
1
1
1
1 1
229.30 219.01
1
220.12
220.57
1
P.L. TO GARAGE15' - 2"1
9'x18'
SEWER
CLEANOUT
PROVIDE NEW SIDEWALK,
CURB, AND GUTTER AS
DETERMINED. SEE PUBLIC
WORKS NOTE #1
1
CONNECT NEW 4" SEWER
LATERAL WITH 6" MAIN, V.I.F.
SEE PUBLIC WORKS NOTE #1
& #2
1
1
1623 SF
(E) BASEMENT /
CRAWLSPACE
(NOT INCLUDED IN CALCULATION,
<7'-0" CEILING HEIGHT
25.30.060.2.d)
2651 SF
(E) 1ST FLOOR
2651 SF
(E) LOT COVERAGE
SUBJECT PROPERTY
1826 LOYOLA DRIVE
FRONT SETBACK15' - 0"SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"GM
EM
WM
BELL
SYSTEM
BOX
ELECTRIC
BOX STORM
DRAIN
(PROPERTY LINE)
80' - 0"(PROPERTY LINE)100' - 0"(E) PATIO
(E) REAR YARD
1
2
4
5
3
DECLINING
SLOPE
5:12 4:124:125:124:126:12
5:12LOYOLA DRIVEDECLINING SLOPEMILLS ESTATE SUBDIVISION(E) SIDEWALK
5' - 6"4' - 9"(E) PATIO
(E) ROOF OVERHANG
SHOWN DASHED
TO SIDEWALK (V.I.F.)(E) SIDEWALK(V.I.F.)229.30
219.01
1
1
220.15
220.57
1
1
SEWER
CLEANOUT
(E) DRIVEWAY
9'x18'
REMOVE SIDEWALK, CURB,
AND GUTTER AS DETEMINED.
SEE PUBLIC WORKS NOTE #1
1
DECLINING
SLOPE 1
3101 SF
PROPOSED FIRST
FLOOR AREA
555 SF
PROPOSED
BASEMENT AREA
849 SF
PROPOSED ADU
AREA
94 SF
EXEMPT
BASEMENT
(NOT INCLUDED IN
CALCULATION, 25.30.060.2.c)
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A1.1CODE ANALYSIS,
DEMOLITION &
PROPOSED SITE
PLAN
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0"
2PROPOSED SITE PLAN
ZONING ANALYSIS
BUILDING ANALYSIS
ZONING DISTRICT:
OVERLAY DISTRICT
LOT AREA: (80' X 100')
ALLOWABLE LOT COVERAGE
EXISTING LOT COVERAGE
PROPOSED LOT COVERAGE
ALLOWABLE FLOOR AREA
(32% LOT AREA + 1100)EXISTING FLOOR AREA
PROPOSED TOTAL AREA
PROPOSED 1ST FLOOR AREA
PROPOSED BASEMENT AREA
FRONT SETBACK:
SIDE SETBACK:
REAR SETBACK:
HEIGHT LIMIT:
PLATE HEIGHT
PARKING REQUIRED :
PARKING PROVIDED:
LOW DENSITY RESIDENTIAL (R-1)
HILLSIDE AREA
8,000 SF
40%= 8000 X 0.40= 3,200 SQFT
2,651 SQFT
3,101 SQFT
2560 + 1100 = 3,660 SQFT
(8,000 SQFT x 0.32) = 2560 SQFT2,651 SQFT
3,656 SQFT
3,101 SQFT
555 SQFT
15'-0"
7'-0"
15'-0" (20' IF MORE THAN 2 STORIES)
30'-0"
9'-0" FIRST STORY - 8'-0" UPPER STORIES
2 ENCLOSED
2 ENCLOSED
(PER SEC. 25.10.010)
(PER SEC. 25.20.040)
(PER SEC. 25.30.030)
(PER SEC. 25.30.060)
(MILLS ESTATE SUBDIVISION)
(PER SEC. 25.40.030.B.)
CONSTRUCTION TYPE:
OCCUPANCY TYPE:
STORIES:
FIRE RESISTANT WALL REQUIREMENT:
MAXIMUM EXIT ACCESS TRAVEL DISTANCE:
PROVIDED EXIT ACCESS TRAVEL DISTANCE:
MINIMUM STAIR WIDTH:
MINIMUM DOOR WIDTH:
V-B
R-3
2 PROPOSED (1 EXISTING)
0 HOURS
200' - 0"
84' - 0"
36" (36" MIN. PROVIDED)
32" (32" MIN. PROVIDED)
(PER CBC TABLE 602.1)
(PER CBC (PER CBC 1017.2)
ACCESSORY DWELLING UNIT
ALLOWABLE FLOOR AREA:
PROPOSED FLOOR AREA:
INTERIOR SIDE SETBACK:
INTERIOR REAR SETBACK:
850 TO 1000 SQFT
850 SQFT
NONE OR 4'-0" (IF OUTSIDE REAR 40%)
NONE OR 4'-0" (IF OUTSIDE REAR 40%)
(PER SEC.25.48.030(H)(5))
(PER SEC.25.48.030(H)(5))
MILLS ESTATE SUBDIVISION MAP
1/16" = 1'-0"
3 DEMOLITION BASEMENT FLOOR AREA
1/16" = 1'-0"
4 DEMOLITION 1ST FLOOR AREA
1/8" = 1'-0"
1 DEMOLITION SITE PLAN
1/16" = 1'-0"
6PROPOSED 1ST FLOOR AREA
1/16" = 1'-0"
5PROPOSED BASEMENT AREA
15' B.S.L.
PUBLIC WORKS NOTES
1.
2.
3.
4.
CITY INSPECTOR TO DETERMINE NECESSARY SCOPE OF WORK IN CITY'S RIGHT-OF-WAY. IF
NECESSARY, REMOVE AND REPLACE SIDEWALK, CURB, GUTTER, AND DRIVEWAY FRONTING
SITE. IF NECESSARY, A NEW 4” LATERAL AND WYE IS TO BE PROVIDED. ALL ABANDONED
SEWER LATERAL OR WATER SERVICE TO BE PLUGGED AND DISCONNECTED AT THE MAIN
PER CITY REQUIREMENTS.
WITHIN THE CITY’S RIGHT-OF-WAY, ALL UNDERGROUND UTILITY WORKS AND WATER LINE
CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE TO BE INSTALLED PER
CITY STANDARD PROCEDURES AND SPECIFICATION.
NO STRUCTURE TO BE BUILT WITHIN THE PUBLIC RIGHT OF WAY.
PROPOSED FENCE THAT EXTENDS BEYOND FACE OF BUILDING SHALL BE A MAXIMUM
HEIGHT OF 4'-0" FROM GRADE.1
3
W/D
WH
(E) EXTERIOR 48' - 9"(E) EXTERIOR 13' - 1"(E) EXTERIOR 35' - 5"(E) EXTERIOR 19' - 8"2' - 1"(E) EXTERIOR 41' - 5"11' - 10"(E) EXTERIOR 21' - 1"(E) EXT. 12' - 7"(E) EXT. 8' - 5"(E) EXTERIOR 26' - 2"4' - 7"35' - 5"19' - 8"2' - 1"REPLACED IN KIND6' - 0"8' - 0"8' - 0"12' - 7"8' - 5"REPLACED IN KIND4' - 0"(E) EXT. 11' - 10"4' - 7"6' - 0"(E) EXT. 9' - 8"REPLACED IN KIND
7' - 6"FRONT SETBACK15' - 0"SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"(PROPERTY LINE)
80' - 0"(PROPERTY LINE)100' - 0"TO SIDEWALK (VARIES)(E) SIDEWALK (VARIES)4' - 9"5' - 7"DECLINING
SLOPE
(E) DRIVEWAY (E) FRONT YARD
(E) REAR YARD
(E) SIDEWALK
LOYOLA DRIVE
(E) PATIO
8' - 0"(E) EXTERIOR 8' - 0"1
5' - 3"SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A1.2DEMOLITION PLAN
CALCULATION
S.G.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSDEMOLITION CALCULATION
25.54.010 CONTINUATION OF LEGAL 25.54.010 CONTINUATION OF LEGAL
NONCONFORMING STRUCTURESNONCONFORMING STRUCTURES
A. MAY BE CONTINUED. ANY LEGALLY ESTABLISHED NONCONFORMING STRUCTURE THAT
DOES NOT CONFORM TO THE PROVISIONS OF THIS TITLE WITH REGARD TO MAXIMUM
PERMITTED HEIGHT, MINIMUM REQUIRED SETBACK, LOT COVERAGE, AND FLOOR AREA RATIO
MAY BE CONTINUED INDEFINITELY.
B. ALTERATIONS AND ADDITIONS. ALTERATIONS AND ADDITIONS MAY BE MADE TO A
NONCONFORMING STRUCTURE, PROVIDED THAT THERE SHALL BE NO INCREASE IN THE
DISCREPANCY BETWEEN EXISTING CONDITIONS AND THE STANDARDS FOR THE ZONING
DISTRICT, AND PROVIDED THAT THE ALTERATION AND ADDITION DOES NOT QUALIFY AS
SUBSTANTIAL CONSTRUCTION, AS DEFINED IN THIS TITLE, OR RESULT IN THE
RECONSTRUCTION OF ANY PART OF THE BUILDING ENVELOPE THAT IS NONCONFORMING,
WITH THE FOLLOWING EXCEPTIONS:
1. FLOOR AREA RATIO AND LOT COVERAGE.
A. REALLOCATION. FLOOR AREA OF STRUCTURES THAT EXCEED THE
MAXIMUM FLOOR AREA RATIO (FAR) AND/OR LOT COVERAGE FOR THE ZONING
DISTRICT IN WHICH THE PROPERTY IS LOCATED MAY BE REALLOCATED WITHIN
OTHER AREAS OF THE BUILDING AS LONG AS THE DISCREPANCY BETWEEN THE
EXISTING CONDITION IN THE FAR OR LOT COVERAGE AND APPLICABLE ZONING
DISTRICT STANDARDS IS NOT INCREASED AND FURTHER PROVIDED, THAT ANY
NEW CONSTRUCTION MEETS ALL OTHER APPLICABLE DEVELOPMENT
STANDARDS.
B. EXCEPTION FOR RESIDENTIAL STRUCTURES. NOTHWITHSTANDING THE
PROVISIONS OF SUBSECTION B.1.A. ABOVE, IF THE REALLOCATED FLOOR AREA
ENCROACHES INTO THE MAXIMUM HEIGHT LIMIT OR DECLINING HEIGHT
ENVELOPE, A SPECIAL PERMIT, AS SET FORTH IN CHAPTER 25.78 (SPECIAL
PERMITS) OF THIS TITLE, MAY BE REQUESTED TO PERMIT THE ENCROACHMENT,
AND WHERE THE COMMISSION CAN MAKE THE FINDING THAT APPROVAL OF THE
SPECIAL PERMIT WILL PROVIDE FOR THE ARCHITECTURAL INTEGRITY OF THE
STRUCTURE TO BE MAINTAINED.
C. EXCEPTION FOR FRONT PORCHES AND DETACHED GARAGES.
NONCONFORMING FRONT PORCHES AND ONE-STORY DETACHED GARAGES
MAY BE REBUILT IN THE SAME LOCATION AND FOOTPRINT, INCLUDING
ENCROACHMENT INTO ANY REQUIRED SETBACK. RECONSTRUCTION OF AN
EXISTING NONCONFORMING DETACHED GARAGE SHALL BE LIMITED TO A TWO-
CAR GARAGE OR A MAXIMUM OF 450 SQUARE FEET.
2. INCREASE IN RESIDENTIAL UNITS PROHIBITED. ANY INCREASE IN THE NUMBER OF
RESIDENTIAL UNITS OF NONCONFORMING STRUCTURES DESIGNED AND OCCUPIED
FOR RESIDENTIAL USE SHALL BE PROHIBITED, EXCEPT AS MAY BE PERMITTED FOR
ACCESSORY DWELLING UNITS PURSUANT TO SECTION 25.48.030 (ACCESSORY
DWELLING UNITS) OF THIS TITLE.
3. LIMITATIONS ON CONSTRUCTION. THE FOLLOWING APPLIES TO ANY ALTERATION
OF OR ADDITION TO A NONCONFORMING STRUCTURE.
A. NO MORE THAN 50 PERCENT OF THE EXTERIOR FIRST FLOOR WALLS OF
THE NONCONFORMING STRUCTURE SHALL BE REMOVED TO ALLOW FOR THE
ALTERATION OR ADDITION TO OCCUR. ANY ALTERATION OR ADDITION
INCONSISTENT WITH THIS LIMIT SHALL REQUIRE THAT ALL NONCONFORMITIES
BE BROUGHT INTO COMPLIANCE WITH THE DEVELOPMENT STANDARDS IN
PLACE AT THE TIME OF ISSUANCE OF BUILDING PERMITS FOR THE ALTERATION
OR ADDITION.
B. FOR PROJECTS WHERE NOT MORE THAN 50 PERCENT OF THE EXISTING
WALLS ARE REMOVED AND/OR NO PORTION OF THE NONCONFORMING WALL IS
REMOVED, THOSE NONCONFORMING WALLS THAT REMAIN IN PLACE SHALL BE
DEMONSTRATED TO THE SATISFACTION OF THE BUILDING OFFICIAL TO BE IN
SOUND STRUCTURAL CONDITION, CAPABLE OF SUPPORTING ALL PROPOSED
NEW CONSTRUCTION, AND PEST FREE, AND SHALL NOT BE REMOVED AS PART
OF THE NEW CONSTRUCTION.
C. FOR THE PURPOSES OF THIS SUBSECTION, “REMOVED” SHALL INCLUDE
THE REMOVAL, REINFORCEMENT, OR SIGNIFICANT ALTERATION OF WALL STUDS
OR ANY OTHER INTEGRAL STRUCTURAL SUPPORT FEATURE.
D. IN THE EVENT THAT ANY DEVIATION FROM THESE LIMITATIONS AND
APPROVED PLANS OCCURS THROUGH THE BUILDING PERMIT AND
CONSTRUCTION PROCESSES, THE APPLICANT/DEVELOPER SHALL LOSE ALL
PRIOR NONCONFORMING RIGHTS, AND ALL APPLICABLE ZONING DISTRICT
STANDARDS SHALL APPLY.
4. EXCEPTIONS FOR DESIGNATED HISTORIC STRUCTURES. THE PROVISIONS OF
SUBSECTION B.3 ABOVE SHALL NOT APPLY TO ALTERATIONS OF AND ADDITIONS TO
DESIGNATED HISTORIC STRUCTURES. THROUGH THE SPECIAL PERMIT PROCESS, AS
SET FORTH IN CHAPTER 25.78 (SPECIAL PERMITS), A PROPERTY OWNER MAY BE
GRANTED THE ABILITY TO REMOVE MORE THAN 50 PERCENT OF THE EXTERIOR FIRST
FLOOR WALLS, PROVIDED THAT THE PRIMARY BUILDING FAçADE AND ANY OTHER KEY
CONTRIBUTING FEATURE, AS DETERMINED BY THE PLANNING COMMISSION, ARE
MAINTAINED.
5. LIMITATION ON EXTENT OF ADDITION TO RESIDENTIAL STRUCTURE. IN THE EVENT
OF ANY ADDITION TO A NONCONFORMING RESIDENTIAL STRUCTURE LOCATED IN A
NONRESIDENTIAL ZONING DISTRICT, THE FLOOR AREA OF SUCH STRUCTURE MAY BE
INCREASED BY UP TO 50 PERCENT OF THE FLOOR AREA OF THE EXISTING STRUCTURE
WITHOUT A REQUIREMENT TO BRING ANY NONCONFORMITY INTO COMPLIANCE WITH
THE APPLICABLE ZONING DISTRICT STANDARDS. (ORD. 2000 § 2, (2021))
TOTAL LINEAR FEET OF EXTERIOR WALLS 262' - 9"
TOTAL LINEAR FEET OF EXTERIOR WALL DEMOLITION 129' - 10"
(INCLUDING DOORS + WINDOWS)
PERCENTAGE OF TOTAL DEMOLITION49.4%
(INCLUDING DOORS + WINDOWS)
1/8" = 1'-0"
1 DEMOLITION CALULATION PLAN
1
UP
UP
FAMILY ROOM
BED 3
BATH 3
ADU KITCHEN
ADU
BATH
CLO.ADU BED
ADU STUDIO
ADU COURTYARD
CLO.REF.A3.42
A3.3
2
A3.1
2
A3.22
7' - 10"4' - 2"17' - 8"12' - 3"4' - 0"12' - 0"5' - 7"12' - 5"UTILITY
ROOM
-10' - 0"
-10' - 0"
-6' - 4"
-7' - 9"
UP
2
A4.12
A4.2
2
A4.3
E
D
C
B
A
123456
10
10
24
1512
14
17181920
26
26
27
26
23
32
27
16
18
19
20
27
11
23
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
103
104
110
102
111
105
112
17
-7' - 10" (E) SIDEWALK (VARIES)
UP
13
31
PATIO
29
30
30
30
106
107
108
114
113
101
109
AB
D
21
E
E
1
22
1
-10' - 0"
1
1
DS
DS
3
A3.1
1
A3.2 1
A3.3
A3.41
1
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
(E) CRAWLSPACE
1
A4.1
1
A4.2
1
A4.3
E
D
C
B
A
1 2 3 4 5 6
6
1
4
6
6
4
3
3
35
7
8
4
9
(E) PATIO
28
31
2
28
DS
DS
DS
LEGEND
(E) WALL TO REMAIN
DEMOLITION (E) CONSTRUCTION
(E) WALL TO REMAIN, UPGRADE TO PROVIDE 1-
HR FIRE RATING. PROVIDE MINIMUM 5/8"
THICKNESS TYPE X GYPSUM SHEATHING ON
BOTH SIDES OF WALL
FLOOR / ROOF DEMOLITION
FLOOR / ROOF CONSTRUCTION
WALL CONSTRUCTION
WALL CONSTRUCTION WITH 1-HR FIRE
RATING. PROVIDE MINIMUM 5/8" THICKNESS
TYPE X GYPSUM SHEATHING ON BOTH SIDES
OF WALL
1 HR FIRE RATING IN CEILING ABOVE. PROVIDE
MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING
AWALL TAG. SEE SHEET A 7.1
WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1
1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1
TAG LEGEND
A1.11ELEVATION TAG
EEGRESS WINDOW TAG
1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A2.0DEMOLITION &
PROPOSED
BASEMENT PLANS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0"
2PROPOSED BASEMENT PLAN
1/8" = 1'-0"
1 DEMOLITION BASEMENT PLAN
DEMOLITION GENERAL NOTES
GENERAL NOTES
1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION
1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION
KEYNOTES
1REMOVE (E) DOOR SYSTEM SHOWN DASHED, TYP.
REMOVE (E) SLOPED CONC. RAT SLAB & STRUCTURAL COLUMNS S.S.D, TYP.
EXCAVATE IN PREPARATION FOR NEW CONSTRUCTION.
REMOVE (E) HARDSCAPE . EXCAVATE IN PREPARATION FOR NEW
CONSTRUCTION.
REMOVE (E) LANDSCAPE IN PREP FOR NEW CONSTRUCTION.
REMOVE (E) STAIR SYSTEM.
EXCAVATE (E) EARTHWORK, IN PREP FOR NEW CONSTRUCTION.
REMOVE ASHPIT, FLUE, AND EXISTING FIREPLACE IN IN ENTIRETY IN
PREPARATION FOR NEW WORK.
2
3
4
5
6
7
REMOVE (E) RETAINING WALL.
REMOVE (E) PLANTER.
NEW WOOD FLOORING SYSTEM & BASEBOARDS, TYP. U.O.N.
NEW VERTICAL SLAT FENCE & GREEN WALL.
SOLID SURFACE COUNTERTOP WITH BUILT-IN UPPER AND LOWER CABINETS.
30" STAINLESS STEEL SINGLE COMPARTMENT SINK.
BUILT-IN REFRIGERATOR & FREEZER.
24" RANGE AND STOVE.
WOOD STAIR SYSTEM W/ 42" TEMPERED GLASS GUARDRAIL.
8
9
10
11
12
13
14
TILE FLOORING SYSTEM.
WALL MOUNTED VANITY.
WATER CLOSET.
FREESTANDING TUB WITH TEMPERED GLASS DOOR & ENCLOSURE.
1HR FIRE RATING IN CEILING ABOVE, SEE LEGEND
DEDICATED PATH TO ADU PATH.
CONCRETE PAVERS WITH GRAVEL COURSE. PROVIDE 6" GAPS BETWEEN PAVERS.
INDOOR GARDEN COURTYARD WITH PLANTERS
CONCRETE PAVER HARDSCAPE.
SLAB ON GRADE STAIR SYSTEM.
PLANTER, TYP.
17
18
19
20
21
22
23
15
16
24
25
26
27
REMOVE (E) WALL & FOUNDATION IN PREPARATION FOR NEW CONSTRUCTION.
ISLAND ON CASTERS.
NEW TREES & LANDSCAPING, SEE LANDSCAPE PLAN.
OUTLINE OF BUILDING ABOVE.
DECOMPOSED GRANITE.
28
29
30
31
1
32
1
W/D
WHW/DDN
DN
DN
UP
A3.1
1
A3.2 1
A3.3
A3.41
1
21' - 1"12' - 7"8' - 10"12' - 1"3' - 4"10' - 3"23' - 0"5' - 8"11' - 7"7' - 11"13' - 1"11' - 9"21' - 1"2' - 6"6' - 2"13' - 8"12' - 1"2' - 8"8' - 0"2' - 8"15' - 7"GM
EM
FN
EP
ET
FRONT SETBACK15' - 0"REAR SETBACK15' - 0"(E) LIVING ROOM
(E) KITCHEN
(E) DINING
(E) LAUNDRY
(E) GARAGE
(E) FOYER
(E) LOUNGE
(E) BEDROOM 1 (E) BEDROOM 2
(E) CLO.
(E) CLO.
(E) CLO.
(E) CLO.
(E) HALL (E) BATH
(E) MASTER
BEDROOM
(E) M.
BATH
(E) CLO.
(E) PATIO
(E) ENTRANCE
(E) LAWN
(E) REAR YARD
(E) DRIVEWAY
-0' - 6"
0' - 0"
-0' - 9"
-1' - 4"
-3' - 1"
-6' - 4"
-5' - 5"
-6' - 6"
-0' - 9"
-6' - 11"
LOYOLA DRIVE
1
A4.1
1
A4.2
1
A4.3
E
D
C
B
A
1 2 3 4 5 6
1
2
3
3
4
13
3
3
1
12
4
4
12127
4
1111
5
5
43
6
21 1
2
36
8
13
37
10 (PROPERTY LINE)100' - 0"(PROPERTY LINE)
80' - 0"
SIDE SETBACK
7' - 0"SIDE SETBACK
7' - 0"EXTENT OF IMPROVEMENTS(V.I.F.)5' - 7"4' - 9"(E) SIDEWALK (V.I.F.)37
37
-1' - 3"-3' - 7"-2' - 3"-7' - 9"
-1' - 5"-3' - 10"-2' - 6"-7' - 11"
1' - 11"
1' - 8"
19' - 11"22' - 5"1
9'x18'9'x18'
1
DS DS
DS
DS
DS
DS
DS
DS
DS
GM
EM
EP
ET
FRONT SETBACK15' - 0"SIDE SETBACK
7' - 0"SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"FOYER
(E) GARAGECLOSETPOW.
KITCHENLIVING ROOM
OFFICE
M. CLOSET
M. BATH
M. BEDROOM
BED 2
BATH 2
CLOSET
OPEN TO BELOW
PAN.
DINING
REF.18' - 0"12' - 3"2' - 11"13' - 2"17' - 8"50' - 1"18' - 0"7' - 8"22' - 7"A3.42
A3.3
2
A3.1
2
A3.22
0' - 0"
-0' - 11"
-4' - 3"
-6' - 11"
-10' - 0"
0' - 0"
-6' - 4"
REAR YARD
PATIO
PATH
(E) LAWN
LAWN
LOWER PATIO
LOYOLA DRIVEISLAND20' - 8"14' - 6"11' - 6"14' - 7"6' - 6"
2
A4.1
2
A4.2
2
A4.3
DN
E
D
C
B
A
12345 6
15
14
1617
17
2716
19
23
24
20
21
22
24
22
24
2125
40
40
26
28
29
30
39
33
32
33
33
33
33
33
39DN18
34
(PROPERTY LINE)
80' - 0"5' - 7"4' - 9"(PROPERTY LINE)100' - 0"35
206
207
202216
213
204
201
212
205
203
214
215
211
210
21
E
25
38
38
42
41
208209H
G
I
J
KL
M
F
-1' - 3"-3' - 7"-2' - 3"1' - 11"-7' - 9"
-1' - 5"-3' - 10"-2' - 6"1' - 8"-7' - 11"EXTENT OF IMPROVEMENTS(V.I.F.)(E) SIDEWALK (V.I.F.)NO
E
E
1
1
19' - 11"22' - 2"9'x18'9'x18'
-10' - 0"
39
11
DS
DS
DSDS
DS
DS
3
3
44
3
DEMOLITION GENERAL NOTES
1. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL AND DISPOSAL
OF ALL MATERIALS FROM THE SITE IN A LAWFUL MATTER AND IN
COORDINATION WITH CITY'S CONSTRUCTION AND DEMOLITION DEBRIS
REQUIREMENT
2. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE
ABATEMENT AND REMOVAL OF ANY HAZARDOUS MATERIALS
3. REMOVE (E) INTERIOR WALL AND CEILING FINISHES DOWN TO (E)
STUDS, U.O.N. THIS SHALL INCLUDE BUT NOT LIMITED TO WOOD TRIM,
BASEBOARD, WAINSCOT, WALLPAPER, TILE,MOLDINGS, BOARD AND
BATTEN SIDING, WOOD BOX BEAMS, PLASTER, GYPSUM BOARD WALLS,
ETC.
4. REMOVE (E) CABINETRY, CASEWORK AND SHELVING IN AREA OF
WORK. THIS SHALL INCLUDE ASSOCIATED SUPPORT BRACKETS AND
FASTENERS
5. REMOVE & SALVAGE ALL ABANDONED APPLIANCES INCLUDING BUT
NOT LIMITED IN KITCHEN STOVE/OVEN, WASHING AND DRYING
MACHINES, ETC.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING,
SAWCUTTING, & TRENCHING TO ACCOMMODATE NEW CONSTRUCTION
AND LOCATION OF BUILDING SYSTEMS / UTILITIES. KEEP EXCAVATION TO
A MINIMUM IN SIZE. DIMENSIONS ARE SHOWN FOR REFERENCE ONLY
AND SHOULD BE VERIFIED IN FIELD. NOTIFY ARCHITECT SHOULD
LOCATIONS DIFFER FROM THOSE PROVIDE IN PLANS. DO NO REMOVE
ANY CONCRETE FOOTINGS, U.O.N. ON STRUCTURAL DRAWINGS
7. REFERENCE MEP DRAWINGS FOR ADDITIONAL DEMOLITION NOTES
REGARDING MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS
8. CLEAN AND PREPARE ALL SURFACES TO RECEIVE NEW WORK
9. REMOVE & REPLACE ANY DAMAGED/DETERIORATED FINISHES WHERE
REQUIRED
GENERAL NOTES
1. PATCH AND REPAIR ALL (E) PENETRATIONS IN FLOOR, WALLS, CEILINGS
AND ROOF IN PREPARATION TO RECEIVE NEW FINISHES. PATCH SHALL BE
LEVEL WITH ADJACENT SURFACE. ALL NEW WALL CONSTRUCTION
ADJACENT TO EXISTING SHALL BE CONTINUOUS WITH THE EXISTING
RESULTING IN ALIGNED FINISHES.
2. PROVIDE GYPSUM BOARD WALLBOARD ON THE INTERIOR WALLS AND
CEILINGS TYPICAL U.O.N.
3. PROVIDE 1X WOOD BASEBOARD FOR ALL ROOMS, TYPICAL, U.O.N.
4. REMOVE AND REPLACE ALL WALL AND CEILING INSULATION PER TITLE 24
REQUIREMENTS, TYPICAL U.O.N.
5. PROVIDE SOLID CONTINUOUS BLOCKING FOR ALL ATTACHMENT POINTS
OF WALL MOUNTED EQUIPMENT, DEVICES, FIXTURES AND CASEWORK,
WHETHER OR NOT SPECIFIED ON DRAWINGS.
6. CONTRACTOR SHALL PROVIDE ALL PROPER WATERPROOFING REQUIRED
FOR THE PROJECT TO ENSURE THAT NO WATER INTRUSION OCCURS INTO
THE HOME. THIS SHALL INCLUDE BUT NOT BE LIMITED TO ROOFING
SYSTEMS, PENETRATIONS, FLASHING, STORM WATER SYSTEM, DOORS,
WINDOWS, CHIMNEYS AND VENT. ETC.
LEGEND
(E) WALL TO REMAIN
DEMOLITION (E) CONSTRUCTION
(E) WALL TO REMAIN, UPGRADE TO PROVIDE 1-
HR FIRE RATING. PROVIDE MINIMUM 5/8"
THICKNESS TYPE X GYPSUM SHEATHING ON
BOTH SIDES OF WALL
FLOOR / ROOF DEMOLITION
FLOOR / ROOF CONSTRUCTION
WALL CONSTRUCTION
WALL CONSTRUCTION WITH 1-HR FIRE
RATING. PROVIDE MINIMUM 5/8" THICKNESS
TYPE X GYPSUM SHEATHING ON BOTH SIDES
OF WALL
1 HR FIRE RATING IN CEILING ABOVE. PROVIDE
MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING
AWALL TAG. SEE SHEET A 7.1
WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1
1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1
TAG LEGEND
A1.11ELEVATION TAG
EEGRESS WINDOW TAG
1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A2.1DEMOLITION &
PROPOSED 1ST
FLOOR PLANS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0"
1 DEMOLITION FIRST FLOOR PLAN
1/8" = 1'-0"
2PROPOSED FIRST FLOOR PLAN
KEYNOTES
1REMOVE (E) DOOR SYSTEM SHOWN DASHED, TYP.
REMOVE (E) WINDOW SYSTEM SHOWN AS DASHED, TYP.
REMOVE (E) FLOORING SYSTEM & BASEBOARDS IN AREA OF WORK. PREPARE
FOR NEW CONSTRUCTION, TYP.
REMOVE (E) HARDSCAPE . PREP. FOR NEW CONSTRUCTION.
REMOVE (E) PLUMBING FIXTURES, ACCESSORIES AND/OR CASEWORK IN
BATHROOM IN PREPARATION FOR NEW WORK, TYP.
CLEAN, REPAIR, AND REFURBISH (E) HARDSCAPE.
REMOVE (E) STAIR SYSTEM.
2
3
4
5
6
7
REMOVE (E) KITCHEN CABINETRY, PLUMBING FIXTURES IN ENTIRETY IN
PREPARATION FOR NEW CONSTRUCTION.
REMOVE (E) CASEWORK, TYP.
REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND EXISTING
FIREPLACE IN ENTIRETY IN PREPARATION FOR NEW WORK.
REMOVE (E) RETAINING WALL.
REMOVE & REPLACE (E) LAWN, PREP FOR NEW CONSTRUCTION.
REMOVE (E) PLANTER.
NEW WOOD FLOORING SYSTEM & BASEBOARDS, TYP. U. O. N.
8
9
10
11
12
13
14
SOLID SURFACE ISLAND COUNTERTOP WITH BUILT-IN LOWER CABINETS.
SOLID SURFACE COUNTERTOP WITH BUILT-IN UPPER AND LOWER CABINETS.
30" STAINLESS STEEL SINGLE COMPARTMENT SINK.
BUILT-IN REFRIGERATOR & FREEZER.
36" RANGE AND STOVE.
WOOD STAIR SYSTEM W/ 42" TEMPERED GLASS GUARDRAIL.
TILE FLOORING SYSTEM.
WALL MOUNTED VANITY.
DECORATIVE PEDESTAL SINK & FAUCET.
WATER CLOSET.
CURBLESS SHOWER WITH TEMPERED GLASS DOOR & ENCLOSURE.
FREESTANDING TUB.
16
17
18
19
20
21
22
23
STACKED WASHER/DRYER.
BOOKSHELF.
FIREPLACE TABLE.
FOUNTAIN.
CONCRETE SLAB ON GRADE, TYP.
SLAB ON GRADE CONCRETE STAIR.
PLANTER, TYP.
LAWN.
6" - 0" DECORATIVE STONE CLAD WALL.
REMOVE (E) PONY WALL.
REMOVE (E) LANDSCAPE AND PREP FOR NEW CONSTRUCTION.
NEW LANDSCAPING.
24
25
26
2715
28
29
30
31
32
33
34
35
36
37
39 CONCRETE PAVERS WITH AGGREGATE COURSE. PROVIDE 12"
GAPS BETWEEN PAVERS
BUILT IN CASEWORK CLOSET.
CONCRETE PATH WALKWAY
42" TEMPERED GLASS GUARDRAIL.
DEMOLISH (E) DRIVEWAY
6'-0" x 2'-0" PAINTED METAL BLADE CANOPY FOR GROUND FLOOR
ENTRY
40
41
38
42
43 1
1
1
44
3
A3.1
1
A3.2 1
A3.3
A3.41
1
1
A4.1
1
A4.2
1
A4.3
E
D
C
B
A
1 2 3 4 5 6
FRONT SETBACK15' - 0"REAR SETBACK15' - 0"1 2
5:12 4:124:125:124:126:12
5:12SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
DS DS
DS
DS
DS
DS
DS
DS
DS
1 1
1
1
1
1
1
1
1
A3.42
A3.3
2
A3.1
2
A3.22
2
A4.1
2
A4.2
2
A4.3
E
D
C
B
A
123456
3
44:125:12
4:1212:129:124:123:125:12
5:12
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"MILLS ESTATE SUBDIVISIONFRONT SETBACK15' - 0"PQ
S
R
DS
DS
5
DSDS
DS
5
5
DS
5
5
21' - 4"3' - 0"6' - 10"14' - 8"15' - 9"3' - 9"5' - 6"2:12
2
2
2
2
2
2
6
LEGEND
(E) WALL TO REMAIN
DEMOLITION (E) CONSTRUCTION
(E) WALL TO REMAIN, UPGRADE TO PROVIDE 1-
HR FIRE RATING. PROVIDE MINIMUM 5/8"
THICKNESS TYPE X GYPSUM SHEATHING ON
BOTH SIDES OF WALL
FLOOR / ROOF DEMOLITION
FLOOR / ROOF CONSTRUCTION
WALL CONSTRUCTION
WALL CONSTRUCTION WITH 1-HR FIRE
RATING. PROVIDE MINIMUM 5/8" THICKNESS
TYPE X GYPSUM SHEATHING ON BOTH SIDES
OF WALL
1 HR FIRE RATING IN CEILING ABOVE. PROVIDE
MINIMUM 5/8" THICKNESS TYPE X GYPSUM SHEATHING
AWALL TAG. SEE SHEET A 7.1
WINDOW TAG. SEE INTERIOR ELEVATION ON SHEET A 5.1
1DOOR TAG. SEE DOOR SCHEDULE ON SHEET A 5.1
TAG LEGEND
A1.11ELEVATION TAG
EEGRESS WINDOW TAG
1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A2.2DEMOLITION &
PROPOSED ROOF
PLAN
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/8" = 1'-0"
1 DEMOLITION ROOF PLAN
1/8" = 1'-0"
2PROPOSED ROOF PLAN
1REMOVE (E) ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN THEIR
ENTIRETY. COMPOSITE SHINGLES TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY
STANDING SEAM METAL ROOFING SYSTEM
SKYLIGHT
PROPOSED DOWNSPOUT, DISCHARGED STORMWATER RUNOFF SHALL BE
HARDSCAPED TO VEGETATED AREAS. SEE ARROWS FOR WATERFLOW
DIRECTION
8'-0" X 3'-0" PAINTED METAL BLADE CANOPY OVER FRONT ENTRANCE
2
3
4
KEYNOTES
DEMOLITION GENERAL NOTES
GENERAL NOTES
1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION
1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION
5
2
3
63
DN
DN
DN
UP
3101 SF
34 SF
296 SF245 SF
181 SF
287 SF
265 SF
62 SF47 SF75 SF
79 SF
FRONT SETBACK15' - 0"SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"REAR SETBACK15' - 0"PATIO
LOWER PATIO
LOYOLA DRIVE
DN
(PROPERTY LINE)
80' - 0"10' - 4"(PROPERTY LINE)100' - 0"EXTENT OF IMPROVEMENTS(V.I.F.)(E) SIDEWALK (V.I.F.)A2.33
A2.3 4
10
1
3
3
3
3
3
6
6
7
10
10
4
4
4
10
8
10
7
6
5
5
5
5
11
12
13
15
15
6
14
15
14
15
SUBJECT PROPERTY
1826 LOYOLA DRIVE
B
C
10
A
A
C
D
I
I
IBB
6
B B
6 6
6
6
E
E
F
H
G
2
5
16
16
D
1ST FLOOR
0' - 0"6' - 0"34' - 6"
DECORATIVE STONE CLAD SITE WALLWATER FEATURENIEGHBOR FENCE BEYOND
PROPERTY LINE
BASEMENT
-10' - 0"
71' - 5"ABOVE GRADE3' - 5"2' - 8"VERTICAL SLAT
WOOD FENCE, TYP.
SITE WALL BEYOND
FENCE
STAINLESS STEEL
CABLES TO SUPPORT
VINES
MATCH HEIGHT OF
NEIGHBOR FENCE BEYOND
PROPERTY LINE
V.I.F. 6' - 1"SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A2.3LANDSCAPE PLAN
SG
DP
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/16" = 1'-0"
2HARDSCAPE COVERAGE DIAGRAM
HARDSCAPE COVERAGE
TOTAL HARDSCAPE AREA4672 SF
TOTAL LOT AREA8000 SF
HARDSCAPE PERCENTAGE58%
1(E) CONCRETE HARDSCAPE TO REMAIN (DIAGONAL CROSSHATCH)
(E) HEDGE AND PLANTER TO REMAIN
(E) NEIGHBOR FENCE, NO SCOPE OF WORK
CONCRETE PATH WALLWAY
CONCRETE STAIRS
SITE PLANTER
LAWN, REGRADE AS REQUIRED
DECOMPOSED GRANITE
NOT USED
CONCRETE PAVERS, TYP.
GRAVEL COURSE
WATER FEATURE
STONE CLAD CONCRETE SITE WALL
WOOD SLAT VERTICAL FENCE
CONCRETE RETAINING WALL
PROPOSED FENCE THAT EXTENDS BEYOND FACE OF BUILDING SHALL BE A
MAXIMUM HEIGHT OF 4'-0" FROM GRADE.
2
3
4
KEYNOTES
5
GENERAL NOTES
1.SEE NOTES ON SHEET A2.1 FOR MORE INFORMATION
3/16" = 1'-0"
1LANDSCAPE FLOOR PLAN
3/16" = 1'-0"
3WEST SITE WALL ELEVATION
3/16" = 1'-0"
4EAST FENCE ELEVATION
6
7
8
9
10
11
12
13
14
15
PLANTING KEYNOTES
AEARTH - KIND ROSE BUSHES
DWARF AZALIA & DWARF JASMINE
PROVENCE FRENCH LAVENDER, STAR JASMINE VINE, & DICHODRA SILVER FALLS
SWAN HILL OLIVE, 24" BOX SIZE
MAGNOLIA TREE
CHERRY BLOSSOM TREE, 24" BOX SIZE
MAPLE TREE, 24" BOX SIZE
GINKO TREE, 24" BOX SIZE
STAR JASMINE VINE
B
C
D
E
F
G
H
I
1
16
3
3
3
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
P.L.P.L.12' - 0"7' - 6"SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
12 3 4 5 6
2
1
1
1 5 6
2 7
3 4 3 3
2
9
229.30
219.01
224.15AVERAGE
T.O. CURB6' - 9"8' - 0"7' - 8"220.37 DHE DEPARTURE POINTDECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE1
1
1
1
1
24
1
ABOVE AVERAGE
T.O. CURB
1
+ 18.22
+ 3.45
-3.47
ABOVE AVERAGE
T.O. CURB
BELOW AVERAGE
T.O. CURB
1
1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 242.37 )
( 227.61 )
( 220.69 )
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
P.L.DECLINING HEIGHT ENVELOPEP.L.DECLINING HEIGHT ENVELOPE12' - 0"7' - 6"T.O. ROOF
14' - 9"
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
12 3 4 5 6
10
10
8
8
11
12
13
(E)
16
18
17
15
14 14
20
19
20
1
21
22
1
23
23
229.30
219.01
224.15AVERAGE
T.O. CURBAVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"+ 3.45
ABOVE AVERAGE
T.O. CURB
ABOVE AVERAGE
T.O. CURB6' - 9"8' - 0"1' - 0"9' - 0"( 220.37 )DHE DEPARTURE POINT
1
1
1
1
1
+ 18.22
ABOVE AVERAGE
T.O. CURB
1
1
1
11
( 227.61 )
( 242.37 )
3
3
3
25
25
26
3
OPEN FENCE HEIGHT3' - 3"27
28
3
29
SHALL BE 3' - 3"30
31
1.
2.
3.
4.
5.
6.
REMOVE & REPLACE (E) STUCO FINISH FOR HOME.
REMOVE & REPLACE ALL (E) GUTTERS & DOWNSPOUTS, T.Y.P.
CLEAN AND REPAIR ALL (E) ROOF, EAVE & CRAWL SPACE VENTS
REMOVE ALL ABANDONED MECHANICAL, ELECTRICAL AND PLUMBING
SYSTEMS FROM THE EXTERIOR BUILDING FACADE. CONCEAL BUILDING
SYSTEMS IN WALLS,FLOORS OR CEILING. PROVIDE PATCH OR REPAIR ANY
DAMAGES RESULTING FROM REMOVED WALL MOUNTED COMPONENTS.
WHERE INDICATED DASHED, DOOR AND WINDOW SYSTEMS SHALL BE
REMOVED IN ITS ENTIRETY. THIS INCLUDES BUT SHALL NOT BE LIMITED TO
WINDOWS, DOORS, WOOD TRIM, FLASHING, CAULKING, HARDWARE, ETC.
SEE SHEET A6.1 FOR BUILDING FINISHES AND MATERIALS
GENERAL NOTES
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A3.1DEMOLITION &
PROPOSED SOUTH
ELEVATIONS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
1DEMOLITION SOUTH ELEVATION
1/4" = 1'-0"
2PROPOSED SOUTH ELEVATION
KEYNOTES
11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP.
REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND
DOWNSPOUTS IN THEIR ENTIRETY. TYP.
REMOVE (E) WINDOW SYSTEM & TRIM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) RETAINING WALL.
REMOVE (E) GATE.
REMOVE (E) CHIMNEY IN ITS ENTIRETY.
PLANTER, TYP.
REMOVE & REPLACE GARAGE DOOR.
STANDING SEAM METAL ROOFING SYSTEM.
STAINED WOOD TRANSOM TO MATCH GARAGE DOOR.
STAINED WOOD GARAGE DOOR.
METAL FRAMED BAY WINDOW.
METAL CLAD WOOD SKYLIGHT. SEE WINDOW SCHEDULE A5.0
STAINED 1x4 FIBER CEMENT FAUX WOOD SIDING.
NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N.
STAINED WOOD DOORS.
OUTLINE OF CONSTRUCTION BEYOND.
WALL MOUNTED PATH LIGHT
SCONCE LIGHT, TYP.
EGRESS WINDOW WITH 19.7 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0
FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS.
EGRESS WINDOW WITH 17.3 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0
FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS.
METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0
EXISTING DOWNSPOUT TO BE REMOVED, TYP.
PAINTED METAL BLADE AWNING OVER FRONT ENTRY DOOR
FIBER CEMENT PANELS
PAINTED METAL BLADE AWNING WITH ADDRESS
HORIZONATAL STUCCO REVEAL
NEW FENCE. SEE SHEET A2.5 FOR MORE INFORMATION
(E) FENCE TO REMAIN
8" GUTTER, TYP. THROUGHOUT
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
1
23
1
24
25
3
26
3
27
28
29
30
31
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
P.L.P.L.
REAR SETBACK
15' - 0"
REAR SETBACK
15' - 0"FRONT SETBACK
15' - 0"
REAR SETBACK
15' - 0"EDCBA
1 1
3
2 8 9
AVERAGE
T.O. CURB
219.01
224.15
229.30 (BEYOND)6' - 9"8' - 0"7' - 8"10
1
1
+ 2.75
ABOVE AVERAGE
T.O. CURB
+ 18.22
ABOVE AVERAGE
T.O. CURB
1
1
AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 226.90 )
( 242.37 )
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
T.O. ROOF
14' - 9"
P.L.P.L.
FRONT SETBACK
15' - 0"
REAR SETBACK
15' - 0"EDCBA
6
5
47
AVERAGE
T.O. CURB
219.01
224.15
229.30 (BEYOND)6' - 9"8' - 0"1' - 0"9' - 0"1
+ 2.75
ABOVE AVERAGE
T.O. CURB
ABOVE AVERAGE
T.O. CURB
1
1
+ 11.10
AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"1
( 226.90 )
( 242.40 )3
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A3.2DEMOLITION &
PROPOSED WEST
ELEVATIONS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
1DEMOLITION WEST ELEVATION
1/4" = 1'-0"
2PROPOSED WEST ELEVATION
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION,
GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY
NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N.
STANDING SEAM METAL ROOFING SYSTEM
FOUNTAIN
2
3
4
5
6
METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0
(E) WOOD DOOR TO REMAIN
(E) WOOD WINDOW TO REMAIN
EXISTING DOWNSPOUT TO BE REMOVED, TYP.
7
8
9
1
10
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
P.L.P.L.
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
123456
20 1
2
2
2
3 3 33
4
7
5
8
6
229.30
219.01
224.15AVERAGE
T.O. CURB
7' - 8"8' - 0"6' - 9"DHE DEPARTURE POINT DECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE12' - 0"7' - 6"220.37
1
11
1
1
1
+ 18.22ABOVE AVERAGE
T.O. CURB
1
-2.88
BELOW AVERAGE
T.O. CURB
1
+ 2.75ABOVE AVERAGE
T.O. CURB
1
1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 242.37 )
( 221.28 )
( 226.90 )
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
P.L.P.L.
T.O. ROOF
14' - 9"
SIDE SETBACK
7' - 0"
SIDE SETBACK
7' - 0"
1234569
9
10
11 12
14
16
13
15
1719
18
1
1
229.30
219.01
224.15AVERAGE
T.O. CURB
-2.88
BELOW AVERAGE
T.O. CURB
+ 3.45
ABOVE AVERAGE
T.O. CURB
9' - 0"1' - 0"8' - 0"6' - 9"DHE DEPARTURE POINT DECLINING HEIGHT ENVELOPEDECLINING HEIGHT ENVELOPE12' - 0"7' - 6"220.37
1
1
1
1
1
1
1
1
+ 18.22ABOVE AVERAGE
T.O. CURB
1
AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"( 221.28 )
( 227.61 )
( 242.37 )
3
21322
3
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A3.3DEMOLITION &
PROPOSED NORTH
ELEVATIONS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
1DEMOLITION NORTH ELEVATION
1/4" = 1'-0"
2PROPOSED NORTH ELEVATION
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP.
REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS, AND
DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY
REMOVE (E) PLANTER / RETAINING WALL
REMOVE (E) STAIR SYSTEM
REMOVE (E) RAILING
STANDING SEAM METAL ROOFING SYSTEM
SLAB ON GRADE STAIR SYSTEM
42" TEMPERED GLASS GUARDRAIL
FOUNTAIN
NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N.
STAINED 1x4 FIBER CEMENT FAUX WOOD SIDING
METAL WAINSCOT PANEL
OUTLINE OF CONSTRUCTION BEYOND
EGRESS WINDOW WITH 19.5 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON
A5.0 FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS.
METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0
METAL CLAD WOOD DOORS, TYP. SEE WINDOW SCHEDULE A5.0
EXISTING DOWNSPOUT TO BE REMOVED, TYP.
FIBER CEMENT PANELS
(E) FENCE TO REMAIN
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
1
21
3
3
22
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
P.L.P.L.
EDCB A
25
14
333
4
6
8
1
67
1
FRONT SETBACK
17' - 1"
13
AVERAGE
T.O. CURB
219.01
224.15
229.30
(BEYOND)
22
1
1
1AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"6' - 9"8' - 0"7' - 8"+ 18.22ABOVE AVERAGE
T.O. CURB
-3.30
BELOW AVERAGE
T.O. CURB
1
1
( 242.37 )
( 220.86 )
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
T.O. ROOF
14' - 9"
P.L.P.L.
FRONT SETBACK
15' - 0"
REAR SETBACK
15' - 0"EDCB A
9 9
10
11
12
12
14
11
16 1515
14 1414
18
19
19
1
21
20
AVERAGE
T.O. CURB
219.01
224.15
229.30
13
(BEYOND)BELOW AVERAGE
T.O. CURB 6' - 9"8' - 0"1' - 0"9' - 0"1
1
1
1
+ 18.22
ABOVE AVERAGE
T.O. CURB
1
AVERAGE T.O. CURB TO T.O. ROOF RIDGE18' - 2"12
-6.55( 217.61 )
1
1
1
1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A3.4DEMOLITION &
PROPOSED EAST
ELEVATIONS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
1DEMOLITION EAST ELEVATION
1/4" = 1'-0"
2PROPOSED EAST ELEVATION
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11REMOVE (E) WALL CONSTRUCTION, SHOWN AS HATCH TYP.
REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS,
AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY
REMOVE (E) RETAINING WALL
2
3
4
5
6
REMOVE (E) STAIR SYSTEM
REMOVE (E) RAILING
STANDING SEAM METAL ROOFING SYSTEM
SLAB ON GRADE STAIR SYSTEM
42" TEMPERED GLASS GUARDRAIL
DECORATIVE STONE SLAB WALL
(E) SIDEWALK SLOPE
FIBER CEMENT PANELS
7
8
9
10
11
12
13
STAINED 1x 4 FIBER CEMENT FAUX WOOD SIDING
NEW INTEGRAL STUCCO FINISH ON EXTERIOR TYP. U.O.N.
WALL MOUNTED PATH LIGHT, TYP.
SCONCE LIGHT, TYP.
EGRESS WINDOW WITH 25 SF OPERABLE AREA, SEE WINDOW SCHEDULE ON A5.0
FOR DIMENSIONS IN COMPLIANCE WITH EGRESS WINDOW REQUIREMENTS.
METAL CLAD WOOD WINDOWS, TYP. SEE WINDOW SCHEDULE A5.0
METAL CLAD WOOD DOORS, TYP. SEE WINDOW SCHEDULE A5.0
EXISTING DOWNSPOUT TO BE REMOVED, TYP.
15
16
17
18
19
1
20
21
14
22
3
3
3
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
T.O. ROOF
14' - 9"
FOYERLIVING ROOM
EDCBA
1111
10
9
9
12
14
(E) CRAWL SPACE16
P.L.P.L.
FRONT SETBACK
15' - 0"
REAR SETBACK
15' - 0"
12
15 6' - 9"8' - 0"1' - 0"9' - 0"1
1
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
(E) LIVING ROOM (E) LOUNGE
EDCBA
2
52
3 1
1
468
(E) CRAWL SPACE
P.L.P.L.
FRONT SETBACK
15' - 0"
REAR SETBACK
15' - 0"
13 6' - 9"8' - 0"7' - 8"1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A4.1PROPOSED &
DEMOLITION
SECTIONS
D.P.
S.G.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
2PROPOSED WEST SECTION
1/4" = 1'-0"
1DEMOLITION WEST SECTION
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11REMOVE (E) COMPOSITE SHINGLES, WALL CONSTRUCTION, SHOWN
AS HATCH TYP.
REMOVE (E) ROOF CONSTRUCTION, GUTTERS, AND DOWNSPOUTS IN
THEIR ENTIRETY. SHOWN AS HATCH TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR WHERE SHOWN AS DASHED, TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY
REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND
EXISTING FIREPLACE IN IN ENTIRETY IN PREPARATION FOR NEW
WORK.
2
3
4
5
6
NOT USED
REMOVE (E) RAILING
STANDING SEAM METAL ROOFING SYSTEM
SLAB ON GRADE STAIR SYSTEM
42" TEMPERED GLASS GUARDRAIL
CONCRETE PAVER HARDSCAPE
REMOVE CEILING JOISTS
7
8
9
10
11
12
13
STAINED WOOD CEILING
PLANTER
NEW CONCRETE SLAB ON GRADE
14
15
16
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
T.O. ROOF
14' - 9"
M. BATHBED 2 W/CATRIUM
FAMILY ROOM ADU STUDIOADU COURTYARD
EDCBA
5
6
79 9
10
8
1
6' - 9"8' - 0"1' - 0"9' - 0"1
1111
3
3
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
(E) BEDROOM 2(E) CLO.(E) CLO.(E) BATH(E) MASTER
BEDROOM
EDCBA
4
2 2
3 3
3
7
(E) BASEMENT / CRAWLSPACE
1
6' - 9"8' - 0"7' - 8"SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A4.2PROPOSED &
DEMOLITION
SECTIONS
D.P.
S.G.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
2PROPOSED WEST SECTION 2
1/4" = 1'-0"
1DEMOLITION WEST SECTION 2
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11NOT USED.
REMOVE (E) COMPOSITE SGINGLES, ROOF CONSTRUCTION,
GUTTERS, AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH
TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP.
STANDING SEAM METAL ROOFING SYSTEM
SLAB ON GRADE STAIR SYSTEM
2
3
4
5
6
17(E) FENCE TO REMAIN
CONCRETE PAVER HARDSCAPE
NEW VERTICAL SLAT FENCE & GREEN WALL.
PLANTER
1 HR FIRE RATING IN CEILING CONSTRUCTION. PROVIDE MINIUM 5/8"
THICKNESS TYPE X GYPSUM SHEATHING
8
9
10
11
1
1ST FLOOR
0' - 0"
BASEMENT PLATE HEIGHT
-1' - 0"
T.O. TOP PLATE
8' - 0"
BASEMENT
-10' - 0"
T.O. ROOF
14' - 9"
KITCHEN LIVING ROOMDINING ATRIUM
BATH 3UTILITY
ROOM
FAMILY ROOM
12 3 4 5 6
8
10
10
11
16
18 176' - 9"8' - 0"1' - 0"9' - 0"1
1
3
1ST FLOOR
0' - 0"
(E) T.O. ROOF
14' - 9"
(E) BASEMENT
-7' - 8"
T.O. TOP PLATE
8' - 0"
12 3 4 5 6
2 2
33 3
6
4
4 3
5
14
12
15
7
136' - 9"8' - 0"7' - 8"1
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A4.3PROPOSED &
DEMOLITION
SECTIONS
S.G.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS 1/4" = 1'-0"
2PROPOSED SOUTH SECTION 1
1/4" = 1'-0"
1DEMOLITION SOUTH SECTION 1
GENERAL NOTES
1.SEE NOTES ON SHEET A3.1 FOR MORE INFORMATION
KEYNOTES
11NOT USED.
REMOVE (E) COMPOSITE SHINGLES, ROOF CONSTRUCTION, GUTTERS,
AND DOWNSPOUTS IN THEIR ENTIRETY. SHOWN AS HATCH TYP.
REMOVE (E) WINDOW SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) DOOR SYSTEM WHERE SHOWN AS DASHED, TYP.
REMOVE (E) CHIMNEY IN ITS ENTIRETY.
REMOVE CASEWORK, MANTLE, HEARTH , ASHPIT, FLUE, AND EXISTING
FIREPLACE IN IN ENTIRETY IN PREPARATION FOR NEW WORK.
2
3
4
5
6
REMOVE (E) CEILING JOST, S.S.D.
STANDING SEAM METAL ROOFING SYSTEM.
S.O.G. STAIRCASE BEYOND.
42" TEMPERED GLASS GUARDRAIL.
WOOD STAIR SYSTEM SUPPORTED BY METAL STRINGER.
REMOVE (E) CASEWORK AND PLUMBING FIXTURES IN THEIR ENTIRETY.
REMOVE (E) CONCRETE RAT SLAB.
7
8
9
10
11
12
13
REMOVE (E) FLOOR AND COLUMN CONSTRUCTION, S.S.D.
REMOVE (E) CEILING JOISTS, S.S.D.
STAINED WOOD CEILING.
CONCRETE PAVED HARDSCAPE.
CONCRETE SLAB ON GRADE, S.S.D.
14
15
16
17
18
DOOR TYPEWINDOW TYPE
A
A
BCDE
L
FGH
4' - 0"
F G
B DC E
JH K0' - 1"V.I.F.6' - 9"V.I.F.1' - 2"V.I.F.4' - 6"V.I.F.1' - 2"V.I.F.7' - 1"V.I.F.0' - 8"V.I.F.5' - 4"V.I.F.3' - 2"ROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OFROOF ABOVE, V.I.F.ANGLE OF2' - 6"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE
I
I V.I.F.4' - 5"V.I.F.0' - 8"ROOF ABOVE, V.I.F.ANGLE OF1
1
4 EQ. LITES, MATCH DOOR BELOW
12' - 10"
3 EQ. LITES, MATCH WINDOW BELOW
7' - 6"2' - 6"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE
3' - 5"3' - 5"
2' - 8"2' - 8"
4' - 0"
1' - 0"HEIGHT PER SCHEDULEWIDTH PER SCHEDULE
3
3
FIBER CEMENT
PANEL CLAD DOOR
STAINED WOOD PANEL
DOOR W/ METAL SIDE
LITE
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A5.0DOOR & WINDOW
SCHEDULE
Author
Checker
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSPROPOSED DOOR SCHEDULE
NOLOCATIONFLOOR
SIZE
FIRE RATINGMATLGLAZINGTYPEFRAME MATLNOTEWIDTHHEIGHTTHICKNESS
101ADU STUDIOBASEMENT6' - 0"9' - 0"1-3/4"ALUMINUM CLAD WOODTEMPEREDH
102ADU STUDIOBASEMENT5' - 0"7' - 0"1-3/4"WOODB
103ADU BEDBASEMENT5' - 0"7' - 0"1-3/4"WOODD
104ADU BATHBASEMENT2' - 6"7' - 0"1-3/4"WOODA
105ADU BEDBASEMENT3' - 6"7' - 0"1-3/4"WOODB
106ADU COURTYARDBASEMENT13' - 6"9' - 0"WOODTEMPEREDF4 LEAF ACCORDION DOOR
107ADU COURTYARDBASEMENT10' - 0"9' - 0"WOODTEMPEREDF3 LEAF ACCORDION DOOR
108ADU COURTYARDBASEMENT13' - 6"9' - 0"45 MINWOODTEMPEREDF4 LEAF ACCORDION DOOR
109ADU COURTYARDBASEMENT10' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG3 LEAF ACCORDION DOOR
110BATH 3BASEMENT2' - 6"7' - 0"1-3/4"WOODA
111BED 3BASEMENT2' - 6"7' - 0"1-3/4"WOODA
112UTILITYBASEMENT2' - 6"7' - 0"1-3/4"WOODA
113FAMILY ROOMBASEMENT10' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG3 LEAF ACCORDION DOOR
114FAMILY ROOMBASEMENT12' - 0"9' - 0"ALUMINUM CLAD WOODTEMPEREDG4 LEAF ACCORDION DOOR
201FOYER1ST FLOOR6' - 0"7' - 0"1-3/4"WOODI
202FOYER1ST FLOOR5' - 0"7' - 0"1-3/4"WOODB
203POWDER1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
204WASHER/DRYER1ST FLOOR5' - 0"7' - 0"1-3/4"WOODC
205GARAGE1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
206GARAGE1ST FLOOR16' - 2"7' - 10"WOODE
207PANTRY1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
208DINING1ST FLOOR12' - 10"7' - 0"ALUMINUM CLAD WOODTEMPEREDF4 LEAF ACCORDION DOOR
209LIVING1ST FLOOR12' - 10"7' - 0"ALUMINUM CLAD WOODTEMPEREDF4 LEAF ACCORDION DOOR
210OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD
211OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD
212OFFICE1ST FLOOR5' - 0"7' - 0"1-3/4"WOODD
213MASTER BEDROOM1ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
214BED 21ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
215BATH 21ST FLOOR2' - 8"7' - 0"1-3/4"WOODA
216BED 21ST FLOOR5' - 10"7' - 0"1-3/4"WOODC
PROPOSED WINDOW SCHEDULE
NOLOCATION FLOOR
SIZE
MATL FIRE RATING TYPE FRAME MATL GLAZING NOTEWIDTHHEIGHTSILL HEIGHT
AADU STUDIO BASEMENT 2' - 8"9' - 0"0' - 0"ALUMINUM CLAD WOOD L
BADU BED BASEMENT 2' - 8"9' - 0"0' - 0"ALUMINUM CLAD WOOD L
DBED 3 BASEMENT 3' - 0"9' - 0"0' - 0"ALUMINUM CLAD WOOD L
EPANTRY 1ST FLOOR 4' - 0"3' - 0"3' - 6"ALUMINUM CLAD WOOD A REPLACE (E) WINDOW IN KIND
FKITCHEN 1ST FLOOR 7' - 6"3' - 8"2' - 11"ALUMINUM CLAD WOOD B REPLACE (E) WINDOW IN KIND
GATRIUM 1ST FLOOR 3' - 5"8' - 1"2' - 5"ALUMINUM CLAD WOOD G
HATRIUM 1ST FLOOR 12' - 0"4' - 6"2' - 5"ALUMINUM CLAD WOOD E
IBED 2 1ST FLOOR 3' - 5"10' - 5"2' - 5"ALUMINUM CLAD WOOD F
JMASTER BATH 1ST FLOOR 6' - 0"3' - 0"3' - 9"ALUMINUM CLAD WOOD J REPLACE (E) WINDOW IN KIND
KMASTER BED 1ST FLOOR 2' - 8"5' - 1"2' - 6"ALUMINUM CLAD WOOD I
LMASTER BED 1ST FLOOR 2' - 8"7' - 9"2' - 6"ALUMINUM CLAD WOOD H
MMASTER CLOSET 1ST FLOOR 8' - 0"1' - 6"6' - 6"ALUMINUM CLAD WOOD K
NKITCHEN 1ST FLOOR 7' - 6"3' - 7"7' - 0"ALUMINUM CLAD WOOD D
ODINING 1ST FLOOR 12' - 10"4' - 10"7' - 0"ALUMINUM CLAD WOOD C
PBED 2 T.O. ROOF 12' - 0"3' - 6"ALUMINUM CLAD WOOD SKYLIGHT
QBATH 2 T.O. ROOF 3' - 6"5' - 0"ALUMINUM CLAD WOOD SKYLIGHT
RMASTER BED T.O. ROOF 15' - 0"3' - 6"ALUMINUM CLAD WOOD SKYLIGHT
SFOYER T.O. ROOF 5' - 0"10' - 0"ALUMINUM CLAD WOOD SKYLIGHT
DOOR SCHEDULEWINDOW SCHEDULE
DOOR SCHEDULE NOTEWINDOW SCHEDULE NOTE
1.
2.
3.
4.
5.
PROVIDE DUAL INSULATION GLAZING FOR NEW DOORS
PROVIDE TEMPERED GLAZING PANELS FOR ALL DOORS WITH GLAZING BELOW 18" AFF.
VERIFY ROUGH OPENING FOR ALL (E) OPENINGS
INTERIOR DOORS: PROVIDE PAINT GRADE SOLID CORE WOOD DOORS.
BASIS OF DESIGN: MARVIN SIGNATURE ULTIMATE
1.
2.
3.
4.
5.
SEE ELEVATION FOR WINDOW SWING AND SLIDING DIRECTIONS.
BEDROOM EMERGENCY EXIT & RESCUE WINDOW SHALL HAVE A NET CLEAR OPENING HEIGHT OF 24 INCHES
MINIMUM AND NET CLEAR OPENING WIDTH OF 20 INCHES MINIMUM. BOTTOM OF OPENING SHALL NOT BE
GREATER THAN 44 INCHES AFF.
PROVIDE DUAL INSULATED GLAZING FOR NEW WINDOWS.
PROVIDE TEMPERED GLAZING PANELS FOR ALL WINDOWS WITH GLAZING BELOW 18 INCHES AFF.
BASIS OF DESIGN: MARVIN SIGNATURE ULTIMATE WINDOW SYSTEM.
1
1
1
1
1SEE WINDOW TYPE SEE WINDOW TYPE
SEE WINDOW TYPE SEE WINDOW TYPE
SEE WINDOW TYPE SEE WINDOW TYPE
SEE WINDOW TYPE SEE WINDOW TYPE
SEE WINDOW TYPE SEE WINDOW TYPE
SEE WINDOW TYPE SEE WINDOW TYPE
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A6.1RENDERINGS &
FINISH MATERIALS
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSFRONT FACADE VIEW LOWER PATIO VIEW
REAR LAWN VIEW
LOW STREET VIEW
FAUX WOOD FIBER
CEMENT WALL SIDING
W/ VERTICAL GRAIN
(BASIS OF DESIGN:
NICHIHIA
VINTAGEWOOD
SERIES - CEDAR OR
SIMILAR)
METAL CLAD WOOD
DOOR AND WINDOW
SYSTEMS. BLACK
ANODIZED EXTERIOR
SMOOTH COAT
WHITE STUCCO
BLACK STANDING
SEAM METAL ROOF
(BASIS OF DESIGN:
BERRIDGE - CEE-
LOCK PANEL - MATTE
BLACK OR SIMILAR)
FIBER CEMENT WALL
PANELS (BASIS OF
DESIGN: AFC BLAST -
BLAST GRANITE 020 OR
SIMILAR)
3
CONCRETE PATH
WALKWAY
CONCRETE PAVERS
AND AGGREGATE
3
3
3
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A6.2DESIGN UPDATES
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTSORIGINAL FRONT FACADE VIEW
ORIGINAL LOWER PATIO VIEW
ORIGINAL REAR VIEW
REVISED FRONT FACADE VIEW
REVISED LOWER PATIO VIEW
REVISED REAR VIEW
OUTDOOR SCONCE: DALS 24" SLIM WALL MOUNT OR SIMILAR
EXTENDED EAVE AND RAKE BY 8" INCLUDING 8" GUTTER
ADDITION OF 3' - 0" FRONT ENTRY OVERHANG FOR WEATHER
PROTECTION. INSPIRATION FOR METAL BLADE MATCHES BAY
WINDOW & GARAGE ADDRESS SIGNAGE.
REMOVED TRIANGULAR GARAGE ENTRY PANEL
FIBER CEMENT PANEL MASS FOR FIRST FLOOR DEPTH
SCONCE SELECTED
WINDOW SIZE REDUCTION FOR PRIVACY CONCERNS
3
FIBER CEMENT FAUX WOOD FOR DURABILITY & TO AVOID SUN
DAMAGE
EDCBA
APPROX. HEIGHT DIFFERENCE59' - 11"248' - 3" APPROXIMATE
1821 CASTENADA DR.
P.L.P.L.P.L.
266' - 1"100' - 0"
1 STORY SINGLE FAMILY
1826 LOYOLA DR.
2 STORY SINGLE FAMILY
VIEWS OF
(
E
)
T
R
E
E
S
LIMITED
VI
SI
BI
LI
T
Y
T
H
R
O
U
G
H
(
E
)
T
R
E
E
S
NO VIEWS
O
F
H
O
U
S
E
-6.20-50.10-69.27-70.20 228' APPROX.180' APPROX.160' APPROX.155' APPROX.-5.65226' APPROX.220' APPROX.-12.13
1821
CASTENADA DR.
1817
CASTENADA DR.
1825
CASTENADA DR.
1830
LOYOLA DR.
1822
LOYOLA DR.
1826
LOYOLA DR.
1
A6.3
A
B
C
PROJECT TITLE
RENOVATION FOR THE
SWEN RESIDENCE
1826 LOYOLA DRIVE,
BURLINGAME, CA 94010
A6.3
NEIGHBORHOOD
CONTEXT -
CASTENADA DRIVE
SHEET
3/32" = 1'-0"
1WEST SECTION LIGHT DIAGRAM
1/64" = 1'-0"
2SAN MATEO COUNTY TOPOGRAPHY MAP
40'-0"+ TREES IN ADJACENT PROPERTY DISRUPT
SIGHT LINES TO REAR OF PROJECT
NEW 42" FENCE
NEW LANDSCAPING
VIEW B VIEW A VIEW C
VIEW A
VIEW B
VIEW C
SUBJECT PROPERTY ROOF
3
SHEET
650 5TH STREET, SUITE 311
SAN FRANCISCO, CA 94107
415 - 816 - 5885
REVISIONDATESPROJECT TITLEPROJECT NUMBER
DRAWN BY
CHECKED BY 1206/22/23311/22/23A6.4NEIGHBORHOOD
CONTEXT - LOYOLA
DRIVE
S.G./D.L.
D.P.
2200211/29/22PLANNING SET03/31/23PLAN REVIEW COMMENTSSWEN RESIDENCE1826 LOYOLA DRIVE,BURLINGAME, CA 94010RENOVATION FOR THEPLAN REVIEW COMMENTSPLAN REVIEW COMMENTS1834 LOYOLA STREET ELEVATION1830 LOYOLA STREET ELEVATION 1822 LOYOLA STREET ELEVATION 1818 LOYOLA STREET ELEVATION1826 LOYOLA STREET ELEVATION
VIEW FROM SUBJECT TO NEIGHBOR @ 1830 LOYOLA
3
VIEW FROM SUBJECT TO NEIGHBOR @ 1822 LOYOLA