HomeMy WebLinkAboutReso - PC - 2021.03.22 - 8ADocuSign.Svelope iD: 7 1 44276}-216E4AF9-AoA5-1 Aol E30AB5DE
RECORDING REQUESTED BY:
Planning Department
City of Burlingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2A21-166103
1:43 pm 12103121 R1 Fee: NO FEE
Count of Pages 4
Recorded in Official Records
County of San Mateo
Mark Church
Assessor-Cou nty Clerk-Recorder
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Resolution No. 2021 -03.22-8a
509 BURLINGAME AVENUE
APN 029-254-040
TITLE OF DOCUMENT
I hereby certify this to be a full, true and correct copy of the
document it purports to be, the original of which is on file in my
office.
October 25 2021
&r.r,^rtn hrkut
B!'ftrrrsss.ME
irUNE
Date:
Kevin Gardiner, AICP, Community Development Director
{
RESOLUTION APPROVING CATEGORICAL EXEMPTION AND DESIGN REVIEW
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desion
Review for a first and second storv addition to an existinq sinqle familv dwellino at 50g Burlinqame
Avenue. Zoned R-1. Brian Ament and Sara Ponzio. propertv owners. APN: 029-2S4-O4O;
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on
March 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:
1. 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 (eX2), which states that additions to existing structures
are exempt from environmental review, provided the addition will not result in an lncrease 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, is hereby approved.
2. Said Design Review is approved subject to the conditions set forth in Exhibit "A" attached
hereto. Findings for such Design Review 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 recorded in the official records of
the County of San Mateo
ChairmanI SCT+I4 ID Secretary of the Planning Commission the City of Burlingame, do
hereby certify that the foregoing
Planning Commission held o
resolution was introduced and adopted at a regular meeting of then the 22nd dav of March, 2021.by the following vote
809 BURLIN9AIEAvE - REso 202i{t3.22{aAYES: COi|AROTO, GAUL, rcfnS
SGHIID, TERRONES, TSENOES: NONE
ABSENT NONE
RECUSED: SARGEI{T
Secretary
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
509 Burlingame Avenue
Effective Aptil 1, 2021
Page 1
1 that the project shall be built as shown on the plans submitted to the Planning Division date
stamped February 9, 2021, sheets A-1 through A-6 and L-1;
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 staifl;
that any changes to the size or envelope of the first or second floors, or garage, which would
include adding or enlarging a dormer(s), shall require an amendment to thii pei-nit;
that the conditions of the Building Division's February 23, 2021 memo, the parks Division'sFebruary 23, 2021 memo, the Engineering Divisionrs February 1l, 2021 memo, and the
Stormwater Division's February 24,2021 memo shall be met;
that any recycling containers, debris toxes or dumpsters for the construction project shall beplaced upon the private property, if feasible, as determined by the communiiy 6evelopment
Director;
that demolition or removal of the existing structures and any grading or earth moving on thesite shall not occur until a building permit has been issued and iuch s-ite work shalt be iequiredto comply with all the regulations of the Bay Area Air euarity Management Districl - -
that prior to issuance of a building permit for construction of the project, the project constructionplans shall be modified to include a cover sheet listing all conditioni ot rppriirai
"Jopt"J oy tn"Planning commission, or city council on appeal; wnich snall remain'a part oi arr sets otapproved. plans throughout the construction process. Compliance with';lL conOitions otapproval is required, the conditions of approval shall not be modified o1. cn"nleo ,ritnout tt"approval of the Planning Commission, or City Council on appeal;
that all air ducts, plumbing vents, and flues sha be combined, where possible, to a singletermination and installed on the portions of the roof not visible from the rir""t;-.no-in"t tn"."venting details shall be incruded and approved in the construction prans before a Buirdingpermit is issued;
that the project shall comply with the Construction and Demolition Debris Recycling ordinancewhich requires affected demolition, new construction and alteration pro1""t. to',ro"r[ a=wasteReduction plan and meet recycling requirements; any partial or fuli oemotition oi a structure,interior or exterior, shall require a demolition permit; ' '
that the project shall meet all the requirements of the California Building and Uniform Firecodes, in effect at time of buirding permit submittar, as amended uy tnJ City"oieurri"g";",
2
4
7
o
o
10
EXHIBIT "A"
Conditions of Approval for Categorical Exemption and Design Review
509 Burlingame Avenue
Effective April 1, 2021
Page 2
11. that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design professibnal,
that demonstrates that the project falls at or below the maximum approved floor area ratio for
the property;
12. 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, architecturil
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing 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 Buirding bivision; and
14. that.prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (kim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
THE FOLLOWNG CONDITIONS SHALL BE MET DURING THE BUILDING INSPEGTION PROCESS
PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
(E) FRONT ELEVATION
SCALE
LEGEND
(E) —'EXISTING'
(N) —'NEW'
(R) —'NEW REPLACEMENT'
PL — PROPERTY LINE
TOP — TOP OF PLATES
TO$ — TOP OF SUBFLOOR
— FINISH FLOOR
FV — FOUNDATION VENT
DS — DOWNSPOUT
RWL — RAINWATER LEADER
EE — EMERGENCY EGRESS
SEE NOTES '6'/N-2
FCx — FIXED GLASS
SG — SAFETY GLAZING/TEMPERED GLASS
SEE NOTES 'G'/N-2
CSMT — CASEMENT
DH — DOUBLE HUNG
AWN — AWNING
FD — FRENCH DOOR r
12
EMERGENCY EGRESS
(2) 2/6x4/0
CASEMENT WINDOW
I
DHE= I1.545'
-1TYP
FKN' m-
1
F1
I
11
1
N1
MINI
MINI
0
1/4" = I' - fa"
EXTERIOR GRADE
WD LOUVER VENT, TYP
SEE SPECS d DETAIL '5'/A-6
KNEE BRACE, TYP
SEE SPECS d DETAIL 'A'/A-6
EXTERIOR GRADE WD SIDING, TYP
(SEE 'EXTERIOR FINISH NOTES)
2x& EXTERIOR GRADE WD FASCIA,
TYP
EXTERIOR FINISHES
ROOFING
COMPOSITION SHINGLES TO COMPLY WITH
COOLROOF REQUIREMENTS
EXTERIOR FINISH
CEMENT PLASTER (STUCCO) TO MATCH (E), U.O.N.
PER ELEVATIONS - SEE DETAIL 4/N-2
EXTERIOR GRADE SIDING AT GABLE ENDS
PER ELEVATIONS - SEE DETAIL 5//N-2
WINDOWS
(N) WINDOWS
Al UMIMUN CLAD 11 Innn 11 Ilr.Inni i Ic
W/ SIMULATED
WITH TRIM/STUC
SEE TYPICAL I
(E) WINDOWS (RI
COMPOSITION SHINGLE ROOFING WOOD WINDOU,
(SEE 'EXTERIOR FINISH NOTES) TYPICAL W/
(N) STUCCO TO MATCH (E)
(SEE EXTERIOR FINISH NOTES)
(46.425) MAXIMUM HEIGHT
- — — — — — (46.26) HICxI-IEST ROOF RIDCxE
D
D
RAFTER TAIL\TYP
SEE EXTERIOR\
SG �i FINSISH NOTES
12777777771 11 1 I'D7 \
TYP 11 \ �
1-
(N) STUCCO TO MATCH (E)
(SEE EXTERIOR FINISH NOTES)
(N) FOUNDATION VENT, TYP
(N) FRONT ELEVATION
SCALE
1/4" = 1' - fa"
AVE. TOP OF CURB
16.425'
(E) GARAGE DOOR
1
N
44
GARAGE DOOR
EXISTING WD GARAGE DOOR
EAVES
(SEE DETAIL A/A-&)
GUTTERS
ALUMINUM PREPAINTED
DOWNSPOUTS
ALUMINUM PREPAINTED TO MATCH
(E) RIGHT SIDE ELEVATION
SCALE
WD RAILING
w/ Ixro t Ix3 PICKETS (ALTERNATE)
0 MAX 4" CLR SPACING
1/4" = I' - fa"
EMERGENCY EGRESS
(N) RIGHT SIDE ELEVATION
SCALE
1/4" = V - m"
REVISIONS
BY
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DATE fat-15-21
SCALE AS NOTED
DRAWN 1..1E
JOB AMENT
JOB #
SHEET
A=4
OF SHEET
LEGEND
(E)
—'EXISTING'
(N)
—'NEW'
(R)
—'NEW REPLACEMENT'
PL
— PROPERTY LINE
TOP
— TOP OF PLATES
TOS
— TOP OF SUBFLOOR
FF
— FINISH FLOOR
FV
— FOUNDATION VENT
DS
— DOWNSPOUT
RWL
— RAINWATER LEADER
EE
— EMERGENCY EGRESS
SEE NOTES '6'/N-2
FG
— FIXED GLASS
SG
— SAFETY GLAZING/TEMPERED GLASS
SEE NOTES 'G'/N-2
CSMT
— CASEMENT
DH
— DOUBLE HUNG
AWN
—AWNING
FD
— FRENCH DOOR
(N) SOLID CORE /
EXTERIOR GRADE
WD DOOR
(E) REAR ELEVATION
SCALE
1/4"= 1' - off
LESS THAN
(N) EXTERIOR GRADE 30" ABOVE
WD DECK GRADE
(N) REAR ELEVATION
SCALE
EXTERIOR GRADE
WD LOUVER VENT, TYP
SEE SPECS t DETAIL 'B'/A-(o
KNEE BRACE, TYP
SEE SPECS d DETAIL 'A'/A-(o
EXTERIOR GRADE WD SIDINGS, TYP
(SEE 'EXTERIOR FINISH NOTES)
COMPOSITION SHINGLE ROOFING
(SEE 'EXTERIOR FINISH NOTES)
1/4"= 1' -fail
(N) STUCCO TO MATCH (E)
(SEE EXTERIOR FINISH NOTES)
EXTERIOR FINISHES
ROOFING
COMPOSITION SHINGLES TO COMPLY WITH
COOLROOF REQUIREMENTS
EXTERIOR FINISH
CEMENT PLASTER (STUCCO) TO MATCH (E), U.O.N.
PER ELEVATIONS - SEE DETAIL 4/N-2
EXTERIOR GRADE SIDING AT GABLE ENDS
PER ELEVATIONS - SEE DETAIL 5//N-2
WINDOWS
(N) WINDOWS
ALUMIMUN CLAD WOOD WINDOWS
W/ SIMULATED TRUE DIVIDED LITES/ MUNTIN BARS
WITH TRIM/STUCCO MOLD
SEE TYPICAL DETAIL 'D'/A-6
(E) WINDOWS (REPLACEMENT, U.N.O.)
WOOD WINDOWS W/ SIMULATED TRUE DIVIDED LITES
TYPICAL W/ STUCCO MOULDINGS/TRIM
GARAGE DOOR
EXISTING WD GARAGE DOOR
EAVES
(SEE DETAIL A/A-(o)
GUTTERS
ALUMINUM PREPAINTED
DOWNSPOUTS
ALUMINUM PREPAINTED TO MATCH
SURROUNDING AREA
(E) LEFT SIDE ELEVATION
SCALE
1/4" = 1' - 0"
YC1-41, 1 1 r I�FL•F77FV
ELECTRICAL
SERVICE PANEL E METER
AND GAS METER
(N) LEFT SIDE ELEVATION
SCALE
1/4" = 1' - fa"
REVISIONS
BY
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DATE 01-15-21
SCALE AS NOTED
DRAWN 1..1E
JOB AMENT
JOB #
SHEET
A=5
OF SHEET
(E) ROOF PLAN
SCALE
SIMULATED
MUNTIN BARS
TYP
MANUFACTURED
TRUSS ROOF
(WHERE OCCUR:
PROVIDE RADIANT
BARRIER BELOW
THE ROOF DECK,TYP
PER ENERGY CODE
150.05
'ACCUVENT'
INSULATION 5AFFLE
AT VENT OPENING ONLY
.G OMIT w EVERT
' FOR VENT OPEN ING
:OOF PLAN)
t18"
TO MATCH
(6 2ND FLOOR ONLY) (E)
TYF. EAVE DETAIL
SCALE 3/4" = 1' - 0"
PROVIDE
FLASHING/DRIP GAP W
WINDOW HEAD U.N.O.
PROVIDED 5Y THE
MANUFACTURER, TYP
Al
STD WINDOW
fl-1/2" SILL
EXTERIOR FINISH
SEE ELEVATIONS
5-1/2'' WINDOW
TRIM/ FLAT CASING
ROOFING
(SEE ELEVATIONS
GSM FLASHING/
DRIP EDGE
GSM GUTTER
EXTERIOR WALL
(SEE DETAIL '47N-2)
o TYf=. WINDOD DETAIL
SECTIONS NOTE: q_g NO SCALE
Sections shall only be used for general framing
concepts and may not be to scale. All structural
elements including beams, framing, girders, headers
etc. along with piers and foundations shall be as per
structural drawings by the engineer of record.
Sections shall not be scaled for any purpose. No
determination, inspection or measurement has been
made regarding the size of or structural integrity of
framing , piers or foundations. Any discrepancies
between sections and existing conditions shall
immediately be brought to the attention of the OUTLINE OF PEAK ROOF
engineer of record and all work shall cease until the (SEHINp)
issue is resolved. ,
NOTE: I
EXISTING FOOTING DEPTHS OR SIZES MAY NOT 5E I _ _ _ — — — — — —
ADEQUATE FOR PROPOSED STRUCTURAL DETAILS. I
ENGINEER OF RECORD SHALL 5E CONSULTED FOR �
ALTERNATE DETAILS.
ROOF STRUCTURE
(PER STRUCTURAL)
TOP I
(UPPER 2ND FLR)
_ TOP
R-30 —=I (LOWER 2ND FLR)
— T
I
(N)
(N) ROOF RAFTERS 1" A5TER SEDROO1" � LINEN I
PER STRUCTURAL R-13 I — — — — — — — — — — —7
TOS _ (N)
(UPPER 2ND FLR) 1-4ALLUJAI'
TOS
R-13 (LOWER 2ND FLR)
(E) TOP
(E) CEILING JOIST (E) VAULTED CEILING R-30--------�I U
TO REMAIN STRUCTURE
TO REMAIN
11 U—
(E) (E) (E) LAUNDKT 1
8REAKF AST NK LIVING RM FOYER
R-13 I
R-1S I
(E) TOS
I
— I
(E) CRAWL SPACE (N) CRAWL SPACE
I
(E) FOOTING
SEE SECTION NOTES (E) FOOTING
A50VE SEE SECTION NOTES (N) FOOTING
A50VE (PER STRUCTURAL)
3 5UILDING SECTION
q_6 SCALE 1/4" = 1' - 0"
LOUVER PROFILE
3/4" x 3-1/2''
30 DEGREE
SILICON BARRIER
FACE TRIM
LOUVER 50
3/4" x 2-3/4
SCREEN MOLD ING�j
ALUMINUM WIRE
SCREEN
MANUFACTURED GA5LE VENT
RED CEDAR
KIMBALL DESIGNS
kimballdesigns.com
B GA5L E END VENT
�-6 NO SCALE
LOUVER
3/4" x 3-1/2''
30 DEGREE
ANGLE
24"
6x6
STUCCO
(SEE DETAIL)
��
GABLE END RAFTER
(SEE ELEVATIONS)
MANUFACTURED WD 5RACKET
REP CEDAR
cedarwoodbrackets. com
KNEE 5RACING
q_6 / NO SCALE
PROPOSED
(N) SECOND FLOOR ROOF PLAN
SCALE
DS
REVISIONS
STD WINDOW
fl-1/2" SILL
EXTERIOR FINISH
SEE ELEVATIONS
5-1/2'' WINDOW
TRIM/ FLAT CASING
ROOFING
(SEE ELEVATIONS
GSM FLASHING/
DRIP EDGE
GSM GUTTER
EXTERIOR WALL
(SEE DETAIL '47N-2)
o TYf=. WINDOD DETAIL
SECTIONS NOTE: q_g NO SCALE
Sections shall only be used for general framing
concepts and may not be to scale. All structural
elements including beams, framing, girders, headers
etc. along with piers and foundations shall be as per
structural drawings by the engineer of record.
Sections shall not be scaled for any purpose. No
determination, inspection or measurement has been
made regarding the size of or structural integrity of
framing , piers or foundations. Any discrepancies
between sections and existing conditions shall
immediately be brought to the attention of the OUTLINE OF PEAK ROOF
engineer of record and all work shall cease until the (SEHINp)
issue is resolved. ,
NOTE: I
EXISTING FOOTING DEPTHS OR SIZES MAY NOT 5E I _ _ _ — — — — — —
ADEQUATE FOR PROPOSED STRUCTURAL DETAILS. I
ENGINEER OF RECORD SHALL 5E CONSULTED FOR �
ALTERNATE DETAILS.
ROOF STRUCTURE
(PER STRUCTURAL)
TOP I
(UPPER 2ND FLR)
_ TOP
R-30 —=I (LOWER 2ND FLR)
— T
I
(N)
(N) ROOF RAFTERS 1" A5TER SEDROO1" � LINEN I
PER STRUCTURAL R-13 I — — — — — — — — — — —7
TOS _ (N)
(UPPER 2ND FLR) 1-4ALLUJAI'
TOS
R-13 (LOWER 2ND FLR)
(E) TOP
(E) CEILING JOIST (E) VAULTED CEILING R-30--------�I U
TO REMAIN STRUCTURE
TO REMAIN
11 U—
(E) (E) (E) LAUNDKT 1
8REAKF AST NK LIVING RM FOYER
R-13 I
R-1S I
(E) TOS
I
— I
(E) CRAWL SPACE (N) CRAWL SPACE
I
(E) FOOTING
SEE SECTION NOTES (E) FOOTING
A50VE SEE SECTION NOTES (N) FOOTING
A50VE (PER STRUCTURAL)
3 5UILDING SECTION
q_6 SCALE 1/4" = 1' - 0"
LOUVER PROFILE
3/4" x 3-1/2''
30 DEGREE
SILICON BARRIER
FACE TRIM
LOUVER 50
3/4" x 2-3/4
SCREEN MOLD ING�j
ALUMINUM WIRE
SCREEN
MANUFACTURED GA5LE VENT
RED CEDAR
KIMBALL DESIGNS
kimballdesigns.com
B GA5L E END VENT
�-6 NO SCALE
LOUVER
3/4" x 3-1/2''
30 DEGREE
ANGLE
24"
6x6
STUCCO
(SEE DETAIL)
��
GABLE END RAFTER
(SEE ELEVATIONS)
MANUFACTURED WD 5RACKET
REP CEDAR
cedarwoodbrackets. com
KNEE 5RACING
q_6 / NO SCALE
PROPOSED
(N) SECOND FLOOR ROOF PLAN
SCALE
DS
REVISIONS
BY
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DATE 01-15-21
SCALE AS NOTED
DRAWN HE
JOB AMENT
JOB #
SHEET
A=6
OF SHEET
MIN 3" SOLID PIPE TO
RETENTION WELL
VIA GRAVITT'
4" SOLID PIPE TO
RETENTION WELL
VIA GRAVITY
TRUE
NORTH
(E) ADJACENT
RESIDENCE \
ELECTRICAL
SERVICE PANEL t
METER AND
GAS METER
REFERENCE
NORTH
MIN 3ro" x 3ro" x 3ro" DEEP
STORMWATER RETENTION WELL
SEE DETAIL 7/4-2
(E) SIDEWALK
F'KVItC.I t2IKttI IKttS
DURING CONSTRUCTION
BURLINGAME AVENUE
10' RIGHT OF WAY
SITE F L A N
SCALE
MWO
(E) STORAGE
TO BE REMOVED
(E) ADJACENT
RESIDENCE
4" SOLID PIPE TO
_RETENTION WELL
VIA GRAVITY
MIN 36" x 3(o" x 3611 DEEP
STORMWATER RETENTION WELL
SEE DETAIL 121/4-2
(E) WATER
F-! METER
AVERAGE TOP OF CURB
16.25 + 16.60 / 2
= 16.425'
MAXIMUM HE IGHT
16.425' + 30'
= 46.425'
LEFT SIDE DHE
1618 + 1&.31 / 2
= 11.545'
RIGHT SIDE DHE
11.11 + 18.29 / 2
PUBLIC WORK NOTES (See Additional Standard Notes (& Sheet Ll)
1 Replace all defective sidewalks, curbs and gutters where required by the city. All new sidewalk,
curbs, & gutters shall be built to City standards. A city encroachment permit is required.
2 Permit is required from engineering department for any street openings, such as sidewalks, curbs
and street pavement.
3 Approved pressure regulator is required for new water service An approved type pressure regulator
preceded by an adequate strainer shall be installed and the static pressure reduced to 80 psi or less.
Approved regulators with integral bypasses are acceptable. Each such regulator and strainer shall be
accessibly located and shall have the strainer readily accessible for cleaning without removing the
regulator or strainer body or disconnecting the supply piping. All pipe size determinations shall be
based on 80% of the reduced pressure when using table 6.5. CPC 608.2
4 All debris/garbage containers location shall be on property. In the situation where not possible, an
encroachment permit is required from the Public Works department for placing debris/garbage containers
in public right-of-way. No wet garbage fluid shall enter public right-of-way or the storm drain system.
SEWER & WATER DEPARTMENT
1 Contact water department for disconnect of water service prior to demolition of dwellings.
2 New 1" (or larger) service OR to be determined by Building Dept. required for fire sprinklers. Need
double check value (USC approved). See 'Fire Sprinkler System notes' this sheet.
and City of Burlingame approved on fire line.
3 Water department to disconnect existing service at City main.
4 Install new sewer lateral as per city sewer dept. specifications Abandon the existing sewer lateral
at the main as per sewer department specs.
5 All exterior hose bibs shall have approved non -removable backflow prevention devices
6 water service shall be provided with a fullway valve controlling all outlets and installed on the
discharge side of the water meter as per UPC 605.3
7 Need proper backflow device on irrigation system. Building Division to size, meter and service
size. All backflow devices must be tested and togged by a SM County certficated tester.
CONNECTIONS TO CITY WATER MAIN
All water connections to city water mains for services or fire line protection are to be installed per city
standard procedures and material specification's Contact the city water department for connection fees. All
fire services and services 2" and over will be installed by the builder.
NATIONAL POLLUTANT DISCHARGE ELEM[INATION PERMIT
The project shall comply with the City's NPDES permit requirements to prevent storm water
pollution.
SEWER BACKWATER PROTECTION CERTIFICATION
Sewer Backwater Protection Certification is required for the installation of any new sewer fixture per
ORDINANCE #1710. The Sewer Backwater Protection Certificate is required
prior to the issuance of Building Permit.
SANITARY SEWER LATERAL
The sewer lateral may or may not need to be tested. Testing information can be found on the City of
Burlingame website. If tested the sanitary sewer lateral (building sewer) shall be tested per SEWER
ORDINANCE TEST ORDINACE, # 1329. BMC 15.12.110 Testing information is available at the
Building Department counter. An encroachment permit is required from the public works department
whenever the city's portion of the sewer lateral or city cleanout is to be laid and / or connected to the
sewer mains. The Contractor shall obtain evidence of the approval and the date of the approval from
the City of Burlingame or the Owner of the property.
WASTE REDUCTION PLAN
The Contractor shall be responsible for preparation of a Waste Reduction Plan as required by the City
of Burlingame. Contact the Recycling Specialist at the City of Burlingame (650) 558-7271 for forms
and guidance. These forms must be filled out and approved by the responsible department prior to the
granting of a building permit.
STORM WATER
No storm waters, underground waters draining from any lot, building, or paved areas shall be allowed
to drain to adjacent properties not shall these waters be connected to the city's sanitary sewer system.
These waters shall all drain to either artificial or natural storm drainage facilities by gravity or
pumping regardless of the slope of the property. Municipal code section 18.08.010(i)
LANDSCAPING / TREES
EXISTING LANDCAPE
All existing landscaping including lawn fescue to be remain unless being damage during construction
shall be rehabilitated.
EXISTING TREES
No existing tree over 48" in circumference at 54" form base of tree may be removed without a
Protected Tree Removal Permit from Park Division. (650) 558-7330.
EXISTING CITY STREET TREES
Existing City Street Tree may not be cut, trimmed or removed without permitt from Park Division.
(650) 558-7330.
TREE PROTECTION MEASURES
The following tree preservation measures apply to all tress to be retained:
• No storage of material, topsoil, vehicles or equipment shall be permitted within the tree enclosure area
• The ground under and around the tree canopy area shall not be altered
• Trees to be retained shall be irrigated and maintained as necessary to ensure survival.
HIDDEN CONDITIONS
"Any hidden conditions that require work to be performed beyond the scope of work of the building
permit issued for these plans may require further City approvals including review by the Planning
Commision". The building owner, project designer, and/or contractor must submit a Revision to the
City for a any work not graphically illustrated in these plans prior to performing this work.
SPECIAL INSPECTIONS
The Contractor shall be responsible for the Special Inspection and Testing Agreement as provided by
the City.
CONSTRUCTION ACTIVITY (HOURS)
No person shall erect (including excavation and grading), demolish, alter or repair any building or
structure other than between the following hours except in the case of urgent necessity in the interest
of public health and safety, and then only prior written approval from the Building Official, which
approval shall be granted for a period not to exceed three days. No work on Sundays and Holidays.
Holidays are the first day of January, the third Monday of February, the last Monday of May, the fourth
day of July, the first Monday of September, the eleventh day of November, the fourth Thursday in
November and the twenty-fifth day of December, or if the twenty-fifth day of December falls on a
Sunday the following Monday is a holiday.
(See City of Burlingame Municipal Code, Section 18.07.110 for details)
1- Monday through Friday: 8 am to 7 pm
2- Saturdays: 9 am to 6 pm
Construction hours in the City Public right-of-way are limited to weekdays and non -city Holidays
between 8:00 am and 5:00 pm fo all activities (including hauling).
WATER -CONSERVING PLUMBING FIXTURES
As of January 1, 2014, SB 407 (2009) requires non -compliant plumbing fixturess to be replaced
by water -conserving plumbing fixtures when a property is undergoing alterations or improvements.
The law applies toall residential & commercial property built prior to January 1, 1994.
GRADING PERMIT
Grading Permit, if required, will be obtained from the Department of Public Works.
DEFERRED SUBMITTAL ITEMS
A - FIRE SPRINKLER SYSTEM
1- Automatic Fire Sprinkler system throughout Residence.
Under separate permit- See'FIRE SPRINKLER SYSTEM' notes'B'/ N1.2
Drawings shall be submitted to Building Department for review and approval.
Fire Sprinklers shall be installed and shop drawings shall be approved by the
Fire Department prior to installation
2- Min V water meter required - see 'Water Department' notes above.
TYPICAL DOMESTIC FIRE SYSTEM DETAIL
TO DOf" E5TIC
SOUSE
vALvE
MAIN CONTROL
VA�
SUPPLY TO BUILDI>
SIZE DETERII1 NED
BY BUILDINGS DEFT
TO FIRE I
DOUBLE CHECK VALVE
BRAND AND MODEL
NUMBER TESTED AND
CERTIFIED BY A
COUNTY CERTIFIED
TESTER
Note: Schematic of water lateral as shown above:
If the fire protection line and domestic water is separate, submit plans
for the fire protection underground to the Burlingame Building Department
prior to installayions.
3- Provide a backflow prevention device, USC approved double check assembly. General
Contractor shall insure the double check valve assembly for fire protection shall be tes
and approved by a San Mateo Environmental Health approved contractor prior to
scheduling Water Department final inspection.
4- All sprinkler drainage shall be placed into landscaping areas
PROJECT INFORMATION
PROPERTY OWNER:
BRIAN AMENT 4 SARA PONZIO
509 BURL INGAME AVENUE
BURL INGAME, CA 94010
(415)531-5860
brianament@gmaii.com
sara.j.ponzio a@ gmail.com
DESIGNER:
J DEAL ASSOCIATES
331 BEACH RD, SUITE A
BURL INGAME, CA 94010
(650) 691-1310
office@jdealassociates.com
SURVEY ENGINEERING:
KAVANAGH ENGINEERING
10S CAROLAN AVE
13URL INGAME, CA S4010
(650) 5IS- 1944
BUILDING DATA
LOT SIZE (50 x 100) 5,000 SF
ALLOWABLE FLOOR AREA RATIO
5,000 x 0.32 + 1,100 2,700 SF
ALLOWABLE LOT COVERAGE
5,000 x 0.40 2,000 SF
rvir+Tiuii
FIRST FLOOR
1,160.0 SF
ATTACHED GARAGE
200.0 SF
ATTACHED STORAGE (TO BE REMOVED)
64.0 SF
COVERED PORCH (TO BE REMOVED)
80.0 SF
TRELLIS
83.0 SF
EXISTING FLOOR AREA RATIO
(1,160 + 200 + 64)
1,424 SF
EXISTING LOT COVERAGE
(1,424+80)
1,504 SF
(TRELLIS - N/A LESS 100 SF EXEMPTION)
NEW ADDITION
FIRST FLOOR
219.0 SF
COVERED PORCH
65.0 SF
SECOND FLOOR
NEW FLOOR AREA RATIO
1,424 + 219 + 806 —
NEW LOT COVERAGE
( 1,504 - 80 ) + 219 + 65 (-64 )
DRAWING INDEX
A-1 — SITE PLAN, NOTES
A-2 — EXISTING FLOOR PLANS
A-3 — NEW 1ST FLOOR & 2ND FLOOR PLANS
A-4 — (E)&(N) FRONT & RIGHT SIDE ELEVATIONS
A-5 — (E)&(N) REAR & LEFT SIDE ELEVATIONS
A-6 — ROOF PLAN, BLDG SECTION
SF — SQUARE FOOTAGE CALCULATIONS
L-1 — LANDSCAPING PLAN
SK-2 — SURVEY DIAGRAM
rnnv c
806.0 SF
2,449 SF
1,644 SF
All work shall be done in accordance with the applicable National
& local codes and ordinances.
California Building Code 2019
California Residential Code 2019 (where applicable)
California Mechanical Code 2019
California Plumbing Code 2019
California Electrical Code 2019
California Energy Efficiency Standards 2019
City of Burlingame Municipal Ordinances
CONSTRUCTION TYPE
Dwelling Type VB
Garage Type VB
BUILDING OCCUPANCY GROUPS
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(N) LAWN
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(N) WALKWAY SEMI -PERMEABLE
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W/ EXISTING LANDSCAPING
AT REMOVAL OF (E) WALKWAY
SEE NOTES
(E) WATER
METER
LANDSCAPING NOTES
(See also Landscaping Notes -sheet A-1)
1. Replace all defective sidewalks, curbs and gutters where required by the city.
All new sidewalk, curbs, & gutters shall be built to City standards. A city
encroachment permit is required. SEE SITE PLAN NOTES.
2. Replace all damaged, displaced existing landscaping, hardscapes (driveways,
walkways, patios, etc) as required per owner's directions.
_ B_ U R L I N c'_A M E AV_E I4 U E _ _ 3. An automatic irrigation system controller for landscaping will be provided by
-10' RIGHT OF WAY the Builder and installed at the time of final inspection. 2013 CGC 4.304.1
REFERENCE
NORTH
LANIDGAPING PLAN
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