HomeMy WebLinkAboutReso - PC - 2021.05.10 - 8BDocuSign Envelope lD.q 1442769-21 6E-4AF9-ACA5-1A01 E3oABSDE
RECORDING REQUESTED BY:
Planning Department
City of Budingame
WHEN RECORDED MAIL TO:
COMMUNITY DEVELOPMENT DEPARTMENT
CITY OF BURLINGAME
501 PRIMROSE ROAD
BURLINGAME, CA 94010
2021-166648
1:'19 pm 12lOOl21 Rl Fee: NO FEE
Count of Pages 4
Recorded in Official Records
County of San Mateo
Mark Church
r mr r r rilflmiilfliiili iliilfi iXfi tnii ilfr i]flilit illt I I lt lt]t$R0003'1 83003$*
Resolution No. 2021-05. 1 0-8b
1110 & 1112 BERNAL AVENUE
026-182-250
+{
I hereby certify this to be a full, true and conect copy of the
document it purports to be, the original of which is on file in my
office.
October 2021
&rr,rt" Arl,i,rrt*
TITLE OF DOCUMENT
.rUNE b
Date:
Kevin Gardiner, AICP, Community Director
RESOLUTION APPROVING CATEGORICAL EXEMPTION, DESIGN REVIEW, CONDITIONAL USE
PERMIT, AND LOT COMBINATION
RESOLVED, by the Planning Commission of the City of Burlingame that:
WHEREAS, a Categorical Exemption has been prepared and application has been made for Desiqn
Review, Conditional Use Permit for re-emerqinq lots, and Lot Combination to create two new lots for
two new two-storv sinqle familv dwellinqs and detached oaraqes at 1110 and 1112 Bernal Avenue.
Zoned R-1.1110 BernalAvenue LLC , propertv owner. APN: 026-182-250:
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on Mav 10,
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 15303 (a) of the CEQA Guidelines, which states that
construction of a limited number of new, small facilities or structures including one single family
residence or a second dwelling unit in a residential zone is exempt from environmental review
and in urbanized areas, this exemption may be applied to the construction or conversion of up
to three (3) single-family residences as part of a project, is hereby approved.
2. Said Design Review, Conditional Use Permit and Lot Combination are approved subject to the
conditions set forth in Exhibit "A" attached hereto. Findings for such Design Review,
Conditional Use Permit and Lot Combination are set forth in the staff report, minutes, and
recording of said meeting.
3. lt is further directed that a certified copy of this resoluti
the County of San Mateo.
be recorded records of
t,
Chairm
R.rHh[os Secretary of the Planning Commission of the City of Burlingame, do
hereby certify that the foregoing resolution was introduced and adopted at a regular meeting of the
Planning Commission held on the 10th dav of Mev, 2021 by the following vote:
1110 & 1tr2 BERNALAVE - RESO 2021{15.10{bAYES: COilAROTO,GAUL,I-ARIOS,LOFTISi,
SCHMID, TERRONES, TSENOES: NONE
ABSEI{T: NONE
REGUSED: NONE I
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, Conditional Use Permit and Lot
Combination
I I 10 and { I l2 Bernal Avenue
Effective May 20, 2021
Page 1
1 that the project shall be built as shown on the plans submitted to the Planning Division and
date stamped April 20, 2021, sheets A1.0 through A9.0, L'1.0 through L2.5, and Boundary
and Topographic Survey dated October 29,2020 for Lot 16, 1110 Bernal Avenue; and date
stamped April 20, 2021, sheets A1.0 through A9.0, L1.0 through L2.5, and Boundary and
Topographic Survey dated October 29, 2020lor Lol 17 , 1112 Bernal Avenue;
that prior to issuance of a building permit, the applicant shall submit an FYI to include an
updated landscape plan and matching site plan for the project which shows landscaping
along the right side property line for 1110 Bernal Avenue that is agreed upon by the
owner/applicant and by the owner of '1980 Carmelita Avenue;
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 dormer(s), shall require an amendment to this
permit;
that any recycling containers, debris boxes or dumpsters for the construction project shall be
placed upon the private property, if feasible, as determined by the Community Development
Director;
that demolition for removal of the existing structures and any grading or earth moving on the
site shall not occur until a building permit has been issued and such site work 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 modified to include a cover sheet listing all conditions of approval
adopted by the Planning Commission, or City Council on appeal; which shall remain a part of
all sets of approved plans throughout the construction process. Compliance with all
conditions of approval is required; the conditions of approval shall not be modified or
changed without the approval of the Planning Commission, or City Council on appeal;
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;
2
4
I
b
7
8.
that the project shall comply with the Construction and Demolition Debris Recycling
Ordinance which requires affected demolition, new construction and alteration projects to
submit a Waste Reduction plan and meet recycling requirements; any partial or full
demolition of a structure, interior or exterior, shall require a demolition permit;
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, Conditional Use Permit and Lot
Combination
1l{0 and lll2 Bernal Avenue
Effective May 20,2021
Page 2
10.that the project shall meet all the requirements of the California Building and Uniform Fire
Codes, in effect at time of building permit submittal, as amended by the City of Burlingame;
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
11. that prior to scheduling the framing inspection the applicant shall provide a certification by the
project architect or residential designer, or another architect or residential design
professional, that demonstrates that the project falls at or below the maximum approved floor
area ratio for the property;
12 that prior to scheduling the foundation inspection, a licensed surveyor shall locate the
property corners, set the building footprint and certify the first floor elevation of the new
structure(s) based on the elevation at the top of the form boards per the approved plans; this
survey shall be accepted by the City Engineer;
14 that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Division; and
15.that prior to final inspection, Planning Division staff will inspect and note compliance of the
architectural details (trim materials, window type, etc.) to verify that the project has been built
according to the approved Planning and Building plans.
13. that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residential design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at
framing, such as window locations and bays, are built as shown on the approved plans;
architectural certification documenting framing compliance with approved design shall be
submitted to the Building Division before the final framing inspection shall be scheduled;
585
9596
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59
5863 626161
6
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59
60
6
1
BERNAL AVENUE
50' WIDE RIGHT-OF-WAY
X X X X X X X X X XXXXX
XXXXXXXXXXXXXX X
X
XXXXXXXXXXXXXXXXXXXX
X X
0.2'±
1.0'±
3.8'±22.7'±18.7'±28.8'±XXXXXXXXXXXXXXXXXXXXXX61.5
60.5
59.862.4
58.5
57.6
57.4
57.2
57.7
58.658.9
59.4
58.6
58.9
57.8
58.8
58.4
58.4
59.2
59.8
60.560.6
63.663.7
60.5
60.5
60.1
63.8
59.1
60.5
63.7
60.0
59.9
59.1 58.9
59.5
59.6
58.9
59.3
58.4
58.8
60.3
59.560.360.961.4
61.761.7 61.1 60.6 59.8
61.062.0
61.2
58.459.661.4
62.0 61.6 60.8 60.2 59.7 59.4
58.9
N 55°04'00" W 125.00'
S 55°04'00" E 125.00'S 34°53'42" W 120.07'33"RWD
10"PRUNUS
17"PITT
15"PITT9"PITT
12"YEW
6"PITT
2 6"PITT
1
10 9
56
7
11
1
22 22
7
7
22
7
17 1717
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13 13 13 13 13 13 13 13
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13 13 13 13 13 13 13 13
13 13 13 13 13 13 13 13
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B
GG
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I
G2 G2 G2
G2
L
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K K
M
22
S 34°53'42" W 120.07'6"PLUM
6"PRIVET
7"PEAR
17"CAMPHOR
17"CAMPHOR
13
14
17
16
15
8"MAPLE
18
11111111111111111111111111111111111213333333223322322222222222222525444145551513615666666666666666666666666666666666666666666688868888888988991091089910101010666106666777B
C
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V 1
E
22"MAGNOLIA
0"TREE 43 AA G1G1G1 585
9596
0
59
5863 626161 6059
60
6
1
7'-0" SIDE SETBACK7'-0" SIDE SETBACK7'-0" SIDE SETBACK7'-0" SIDE SETBACK15'-0" REAR SETBACK 15'-0" REAR SETBACK
20'-0" FRONT SETBACK 20'-0" FRONT SETBACK
(N) BRICK DRIVEWAY
(N) BRICK DRIVEWAY
(N) BRICK DRIVEWAY
(N) BRICK DRIVEWAY
7'-0"20'-3 1/2"(N) LAWN 1'-0"25'-6"47'-4"7'-0"
16'-6"17'-4"
7'-0"
(N) GAS METER
+ SERVICE15'-0"(N) GAS METER
+ SERVICE
(N) 2-STORY RESIDENCE
COVERED PORCH
COVERED PORCH
(N) 2-STORY RESIDENCE
(N) 200 AMP
ELECT. METER
(N) 200 AMP
ELECT. METER
11'-0 1/2"
11'-0"17'-6"43'-2 1/2"21'-5 1/2"(N) 2-STALL GARAGE
(N) APPROACH
(N) SIDEWALKS
(N) CONC. CURB + GUTTERS
(E) APPROACH
(N) SIDEWALKS
(N) CONC. CURB + GUTTERS NO DRIVEWAYS ON THIS SIDE OF PROPERTY
TO CORNER
(N) DOWNSPOUTS
PER PLANS, ALL DOWNSPOUTS
TO BE DIRECTED TO LANDSCAPED
AREAS OR SEE BLDG. CIVIL DRAWINGS
(N) APPROACH
13'-0"
VERIFY ON SITE TO MAKE AS
LARGE AS POSSIBLE TO ADD
A PARKING SPOT BETWEEN 4" SEWER LINE (NEW) W/ C/O PER CODE4" SEWER LINE (NEW) W/ C/O PER CODE(N) 2-STALL GARAGE
(N) LAWN
13'-6"
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1110 BERNAL AVE., (LOT #16)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #16) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Site PlanSee Details
A1.0
A1.0Scale: 1 = 10
2PROPOSED SITE PLAN
GENERAL NOTES & SCOPE
1. PROTECT ALL EXISTING TREES DURING CONSTRUCTION, CONSULT ARBORIST AS REQUIRED.
2. NO EXISTING TREES OVER 48" IN CIRCUMFERENCE AT 54" FROM BASE OF TREE MAY BE
REMOVED WITHOUT A PROTECTED TREE PERMIT FROM THE PARKS DIVISION (558-7330) NO
TREES ARE TO BE REMOVED FOR THIS PROJECT.
3. WATER CONSERVATION IN LANDSCAPE ORDINANCE NOT REQUIRED SINCE LANDSCAPE WILL
NOT BE REHABILITATED AS NOTED ON PLANS.
4. A PLAN HAS BEEN DEVELOPED, AND WILL BE IMPLEMENTED, TO MANAGE STORM WATER
DRAINAGE DURING CONSTRUCTION. CGC 4.106.2 & CGC 4.106.3
5. ALL SPRINKLER DRAINAGE SHALL BE PLACED INTO LANDSCAPING AREAS
6. (N) A/C EQUIPMENT SHALL NOT EXCEED A MAXIMUM OUTDOOR NOISE LEVEL OF 60 DBA
DAYTIME (7AM-10PM OR DBA NIGHTTIME (10 PM-7 AM) AS MEASURED FROM THE PROPERTY
LINE. PER BURLINGAME MUNICIPAL ZONING CODE 25.58.050.
7. (E) LANDSCAPE TO REMAIN AND SHALL BE PROTECTED DURING CONSTRUCTION. LANDSCAPE
SHALL BE REHABILITATED POST-CONSTRUCTION IF NEEDED.
8. IF PUBLIC WORKS REQUIRES SIDEWALK REPLACEMENT, POLICY FOR EXPANDING WIDTH OF
PLANTER STRIP NEEDS TO BE IMPLEMENTED.
STREET TREES
1. PROTECT ALL STREET TREES DURING CONSTRUCTION
PUBLIC WORKS NOTES
1. TO REMOVE/REPLACE UTILITIES, AN ENCROACHMENT PERMIT IS REQUIRED TO
(1) REPLACE ALL CURB, GUTTER, DRIVEWAY AND SIDEWALK FRONTING SITE.
(2) PLUG ALL EXISTING SANITARY SEWER LATERAL CONNECTIONS AND INSTALL A NEW 4" LATERAL.
(3) ALL WATER LINE CONNECTIONS TO CITY WATER MAINS FOR SERVICES OF FIRE LINE ARE TO BE
INSTALLED PER CITY STANDARD PROCEDURES AND SPECIFICATION.
(4) AND OTHER UNDERGROUND UTILITY WORKS WITHIN CITY'S RIGHT-OF WAY.
2. GRADING PERMIT, IF REQUIRED WILL BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.
3. ALL ABANDONED SEWER LATERAL OR WATER SERVICE SHALL BE DISCONNECTED AT THE MAIN
AND PER CITY STANDARDS, AN ENCROACHMENT PERMIT IS REQUIRED.
4. ANY WORK IN CITY RIGHT OF WAY, SUCH AS PLACEMENT OF DEBRIS BIN IN STREET, WORK IN
SIDEWALK AREA, PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN
ENCROCHMENT PERMIT PRIOR TO STARTING WORK. PORTA POTTY'S ARE NOT ALLOWED TO BE
PLACED IN CITY RIGHT OF WAY.
5. SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR INSTALLATION OF ANY NEW
SEWER FIXTURE PER ORDINANCE #1710, THE SEWER BACKWATER PROTECTION CERTIFICATE IS
REQUIRED PRIOR TO THE ISSUANCE OF BUILDING PERMIT.
6. ALL WATER LINES CONNECTIONS TO CITY WATER MAINS FOR SERVICES OR FIRE LINE
PROTECTION ARE TO BE INSTALLED PER CITY STANDARDS PROCEDURES AND MATERIALS
SPECIFICATION. CONTACT THE CITY WATER DEPARTMENT FOR CONNECTION FEES. IF REQUIRED,
ALL FIRE SERVICES AND SERVICES 2" AND OVER WILL BE INSTALLED BY BUILDER. ALL
UNDERGROUND FIRE SERVICE CONNECTIONS SHALL BE SUBMITTED AS SEPARATE UNDERGROUND
FIRE SERVICES PERMIT FOR REVIEW AND APPROVAL
STORMWATER CHECKLIST NOTES
1. DIRECT ROOF RUNOFF INTO CISTERNS OR RAIN BARRELS AND USE RAINWATER FOR
IRRIGATION OR OTHER NON-POTABLE USE.
2. DIRECT RUNOFF FROM SIDEWALKS, WALKWAYS, AND/OR PATIOS ONTO VEGETATED AREAS.
3. DIRECT RUNOFF FROM DRIVEWAYS AND/OR UNCOVERED PARKING LOTS ONTO VEGETATED
AREAS.
4. CONSTRUCT SIDEWALKS, WALKWAYS AND/OR PATIOS WITH PERMEABLE SURFACES.
5. USE MICOR-DETENTION, INCLUDING DISTRIBUTED LANDSCAPE-BASED DETENTION.
6. PROTECT SENSITIVE AREAS, INCLUDING WETLAND AND RIPARIAN AREAS, AND MINIMIZE
CHANGES TO THE NATURAL TOPOGRAPHY.
7. MARK ON SITE INLETS WITH THE WORDS "NO DUMPING! FLOWS TO BAY" OR EQUIVALENT.
8. (A.) RETAIN EXISTING VEGETATION AS PRACTICABLE (B) SELECT DIVERSE SPECIES
APPROPRIATE TO THE SITE. INCLUDE PLANTS THAT ARE PEST- AND/OR DISEASE-RESISTANT,
DROUGHT-TOLERANT, AND/OR ATTRACT BENEFICIAL INSECTS. (C) MINIMIZE USE OF PESTICIDES
AND QUICK -RELEASE FERTILIZERS.
9. DESIGN FOR DISCHARGE OF FIRE SPRINKLERS TEST WATER TO LANDSCAPE OR SANITARY
SEWER.
10. TEMPORARY EROSION CONTROLS TO STABILIZE ALL DENUDED AREAS UNTIL PERMANENT
EROSION CONTROLS ARE ESTABLISHED.
11. DELINEATE WITH FIELD MARKERS THE FOLLOWING AREAS: CLEARING LIMITS, EASEMENTS,
SETBACKS, SENSITIVE OR CRITICAL AREAS,BUFFER ZONES, TREES TO BE PROTECTED AND
RETAINED, DRAINAGE COURSES.
12. PROVIDE NOTES, SPECIFICATIONS OR ATTACHEMENTS DESCRIBING THE FOLLOWING: (A)
CONSTRUCTION, OPERATION AND MAINTENANCE OF EROSION AND SEDIMENT CONTROLS,
INCLUDE INSPECTION FREQUENCY; (B) METHODS AND SCHEDULE FOR GRADING, EXCAVATION,
FILLING, CLEARING OF VEGETATION , AND STORAGE AND DISPOSAL OF EXCAVATED OR
CLEARED MATERIAL, (C) SPECIFICATIONS FOR VEGETATIVE COVER & MULCH, INCLUDE
METHODS AND SCHEDULES FOR PLANTING AND FERTILIZATION (D) PROVISIONS FOR
TEMPORARY AND OR PERMANENT IRRIGATION
13. PERFORM CLEARING AND EARTH MOVING ACTIVITIES ONLY DURING DRY WEATHER
14. USE SEDIMENT CONTROLS OF FILTRATION TO REMOVE SEDIMENT WHEN DEWATERING AND
OBTAIN ALL NECESSARY PERMITS.
15. PROTECT ALL STORM DRAIN INLETS IN VICINITY OF SITE USING SEDIMENT CONTROLS (E.G.
BERMS, SOCKS, FIBER ROLLS OR FILTERS)
16. TRAP SEDIMENT ON-SITE, USING BMP'S SUCH AS SEDIMENT BASINS OR TRAPS, EARTHEN
DIKES OR BERMS, SILT FENCES, CHECK DAMS, COMPOST BLANKETS OR JUTE MATS, COVERS
FOR SOIL STOCK PILES, ETC.
17. DIVERT ON-SITE RUNOFF AROUND EXPOSED AREAS; DIVERT OFF-STE RUNOFF AROUND THE
SITE (E.G SWALES AND DIKES)
18. PROTECT ADJACENT PROPERTIES AND UNDISTURBED AREAS FROM CONSTRUCTION
IMPACTS USING VEGETATIVE BUFFER STRIPS, SEDIMENT BARRIERS OR FILTERS,
DIKES,MULCHING OR OTHER MEASURES AS APPROPRIATE.
19. LIMIT CONSTRUCTION ACCESS ROUTES AND STABILIZE DESIGNATED ACCESS POINTS.
20. NO CLEANING, FUELING OR MAINTAINING VEHICLES ON-SITE, EXCEPT IN A DESIGNATED AREA
WHERE WASHWATER IS CONTAINED AND TREATED.
21. STORE, HANDLE AND DISPOSE OF CONSTRUCTION MATERIALS/WASTES PROPERLY TO
PREVENT CONTACT WITH STORMWATER.
22. CONTRACTOR SHALL TRAIN AND PROVIDE INSTRUCTION TO ALL
EMPLOYEES/SUBCONTRACTORS RE: CONSTRUCTION BMP'S.
23. CONTROL AND PREVENT THE DISCHARGE OF ALL POTENTIAL POLLUTANTS, INCLUDING
PAVEMENT CUTTINGWASTES,PAINTS,CONCRETE, PETROLEUM
PRODUCTS,CHEMICALS,WASHWATEROR SEDIMENTS, RINSE WATER FROM ARCHITECTURAL
COPPER, AND NON-STORMWATER DISCHARGES TO STORM DRAINS AND WATERCOURSES.
1. SANITARY SEWER LATERAL FROM THE ACCESSORY DWELLING UNIT SHALL E CONNECTED TO THE
EXISTING LATERAL ON PRIVATE PROPERTY SIDE PER MUNCIPAL CODE 15.08.050, NO SUB-LATERAL
TO THE MAIN SEWER IS PERMITTED.
2. A SEPARATE ADDRESS TO THE ADU IS REQUIRED, PLEASE COMPLETE THE APPLICATION FORM
FOUND AT: WWW.BURLINGAME.ORG.
PUBLIC WORKS ADU NOTES
(E) LOT LINE7' SIDE SETABCK62'-6"(E) LOT LINE12
D.H.E (57.95')
(N) 6' REDWOOD FENCE
GOOD NEIGHBOR DESIGN
11'-0"34'-0"
62'-6"
7'-0"
17'-6"
(N) PLANTER POCKETS
FOR PRIVACY OF BOTH
NEIGHBOR + OWNER
6
DRIVEWAY
12'-0"45° 9'-6"TOP PLATE (69.50')
2ND FLR(SUB. FLR) (70.50')
2ND FLR T.O.P. (79.17) 9'-2"MAIN FLR F.F. (60.00')
GRADE (59.19')9 3/4"1'-0"TOP OF RIDGE (83.34')4'-1 7/8"7'-6" ABOVE 2ND FLOOR SIDE SETABCK1'-1"
7'-0"
EGRESS EGRESS EGRESS
PRIVACY
PANELS
SECRET
GARDEN
PORCH
TEMP.TEMP.
10'-6"
CUSTOM WOOD
COLUMNS (PAINTED
WHITE) CHADSWORTH
OR EQUAL
CEDAR SHINGLE SIDING
BLUE LABEL
40 YR ARCH.
ASPHALT SHINGLES
ALL MILLWORK (EXT.
TRIMS) WHITE, U.O.N.
SIERRA-PACIFIC WOOD/
CLAD (ALUM.) WDS. + DRS,
PUTTY SDL
OR STANDARD SDL
TRADITIONAL
1
1
1
0
ADDRESS (LIT), PER CITY
STANDARD
ALL MILLWORK (EXT.
TRIMS) WHITE, U.O.N.
ALL MILLWORK (EXT.
TRIMS) WHITE, U.O.N.
(N) CEDAR CLAD MOTORIZED
DRIVEWAY GATE
CEDAR SHINGLE SIDING
W/ MITERED CORNERS
3'-0"5'-0"1112 BERNAL
NEIGHBOR
1980 CARMELITA
NEIGHBOR
(CORNER LOT)30'-0"30'-0" HEIGHT LIMIT (89.35')24'-5 5/8"AVERAGE T.O.C. (59.35')12'-0"D.H.E. (59.50')
45°
ALLVENEER BRICK
FOUNDATION FINISH
12
6
12
6
FRONT YARD
REAR YARD
EGRESS PRIVACY PANELS
TEMP.
TERRACE30'-0" 9'-6"TOP PLATE (69.50')
2ND FLR(SUB. FLR) (70.50')
2ND FLR T.O.P. (79.17) 9'-2"MAIN FLR F.F. (60.00')1'-0 3/4"1'-0"TOP OF RIDGE (84.43')4'-9 1/8"25'-5 7/8"25'-0 7/8"D.S.
TEMP.
50'-0"
D.S.
30'-0" HEIGHT LIMIT (89.35')
AVERAGE T.O.C. (59.35')
SMALLER FLAT ROOF AREA FOR ACCESS TO ALL SOLAR
PANELS AS THIS IS THE IDEAL LOCATION FOR THESE AS THEY
WILL NOT BE SEEN FROM STREET AND FROM BASICALLY ANY LOCATION
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1110 BERNAL AVE., (LOT #16)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #16) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Proposed ElevationsSee Details
A3.0
A3.0Scale: 1/4 = 1'-0"
2PROPOSED RIGHT ELEVATION
A3.0Scale: 1/4 = 1'-0"
1PROPOSED FRONT ELEVATION
1. NUMBERS + ADDRESSES SHALL BE PLACED ON ALL NEW
+ EXISTING BUILDINGS IN SUCH A POSITION AS TO BE PLAINLY
VISIBLE + LEGIBLE FRONT THE STREET OR ROAD FRONTING
THE PROPERTY. SAID NUMBERS SHALL CONTRAST W. THEIR
BACKGROUND, SHALL BE A MINIMUM OF ONE-HALF INCH
STROKE BY FOUR INCHES HIGH, AND SHALL BE EITHER
INTERNALLY OR EXTERNALLY ILLUMINATED IN ALL NEW
CONSTRUCTION, ALTERATIONS OR REPAIR OF EXISTING
CONSTRUCTION. THE POWER OF SUCH ILLUMINATION SHALL
NOT BE NORMALLY SWITCHABLE. CITY OF BURLINGAME
MUNICAPAL CODE 18.08.010. CBC 2019 CBC 502.1
ADDRESS NUMBERING POLICY:
1. AT LEAST (1) WINDOW OR DOOR THAT COMPLIES WITH
EGRESS REQUIREMENTS, 2019 CRC R310, OR CBC 1030
EGRESS NOTES:
GENERAL BUILDING NOTES:
1. REDUCED U-FACTOR (0.30) FOR HIGH PERFORMANCE WINDOWS 2019 CAL
ENERGY CODE §150.1 (C)3 A
2. PROVIDE LIGHTING AT ALL EXT. LANDINGS PER 2019 CRC 303.8 OR 2019 CBC
1008.2 AND 2019 CBC 1205.4
3. ALL ROOMS TO MEET NATURAL LIGHTING + VENTILATION REQUIREMENTS
WILL MEET 2019 CRC R303
62'-6"
DRIVEWAY
11'-0"34'-0"17'-6"
12
6
12
6
D.H.E (102.14')
EGRESS
EGRESS
TEMP.
SECRET
GARDEN
TERRACE
TEMP.(E) LOT LINE(E) LOT LINE7' SIDE SETABCKD.H.E (57.95')
62'-6"
7'-0"12'-0" 9'-6" 9'-2"1'-0"4'-9 1/8"25'-0 7/8"SIDE SETABCK7'-0"
TOP PLATE (69.50')
2ND FLR(SUB. FLR) (70.50')
2ND FLR T.O.P. (79.17)
MAIN FLR F.F. (60.00')
TOP OF RIDGE (84.43')
7'-6" ABOVE 2ND FLOOR
45°
1980 CARMELITA
NEIGHBOR
(CORNER LOT)
1112 BERNAL
NEIGHBOR
12'-0"45°30'-0"30'-0" HEIGHT LIMIT (89.35')
AVERAGE T.O.C. (59.35')12'-0"D.H.E. (59.50')
45°
12
6
REAR YARD
FRONT YARD
PRIVACY PANELS
PORCH
EGRESS
SECRET GARDEN SECRET
GARDEN
TERRACE 9'-6"TOP PLATE (69.50')
2ND FLR(SUB. FLR) (70.50')
2ND FLR T.O.P. (79.17) 9'-2"MAIN FLR F.F. (60.00')11 3/4"1'-0"TOP OF RIDGE (84.43')4'-9 1/8"25'-4 7/8"25'-0 7/8"D.S.D.S.30'-0"30'-0" HEIGHT LIMIT (89.35')
AVERAGE T.O.C. (59.35')
SMALLER FLAT ROOF AREA FOR ACCESS TO ALL SOLAR
PANELS AS THIS IS THE IDEAL LOCATION FOR THESE AS THEY
WILL NOT BE SEEN FROM STREET AND FROM BASICALLY ANY LOCATION
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1110 BERNAL AVE., (LOT #16)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #16) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Proposed ElevationsSee Details
A3.1
A3.1Scale: 1/4 = 1'-0"
2PROPOSED LEFT ELEVATION
A3.1Scale: 1/4 = 1'-0"
1PROPOSED REAR ELEVATION
NOTES:
1. (OGEE) G.S.M. GUTTERS, & (3" GSM)
DOWNSPOUTS:
LINE ALL VALLEYS WITH GSM, AT LEAST 20" WIDE
WITH WITH 1/4" EDGE TURNED OVER AND
FASTENED WITH CLEATS. LAP JOINTS AT LEAST 4",
BUT DO NOT SOLDER.
2. ROOFING MATERIAL TO BE 40 YR
ARCHITECTURAL
ASPHALT SHINGLES, SEE CUT SHEET ABOVE,
COLOR TO
BE DETERMINED, ANTIQUE BLACK OR PEWTER
GREY
3. WHEN INSULATION IS INSTALLED IN ENCLOSED
RAFTER SPACES WHERE CEILINGS ARE APPLIED
DIRECT TO THE UNDERSIDE OF ROOF RAFTERS, A
MINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED,
INSULATION BAFFLE NEEDED.
4. FLASHINGS AND COUNTER FLASHINGS SHALL
NOT BE LESS THAN 0.016-INCH (28-GAGE)
CORROSION RESISTANT METAL, AND VALLEY
FLASHING
5. AT THE JUNCTURE OF THE ROOF & VERTICAL
SURFACES, FLASHING & COUNTERFLASHINGS
SHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE)
6. NA
7. TERMINATION OF ALL ENVIRONMENTAL AIR
DUCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTY
LINES OR ANY OPENING INTO THE BUILDING (I.E.
DRYERS, BATH& UTILITY FANS, ETC., MUST BE 3'-0"
AWAY FROM DOORS, WINDOWS, OPENING
SKYLIGHTS OR ATTIC VENTS, PER CODE
8. (AS REQUIRED) THE TRUSS PLAN AND THE
TRUSS CALC. SHALL BE REVIEWED & APPROVED BY
THE ENGINEER OF RECORD BEFORE SUBMITTING
TO THE BUILDING DEPARTMENT FOR APPROVAL
PRIOR TO FABRICATION. TRUSS PLANS SHALL BE
WET SIGNED & WET STAMPED BY TRUSS DESIGN
ENGINEER.
9. FURNACE LOCATED IN ATTIC SPACE SHALL BE
LISTED FOR ATTIC LOCATION AND PROVIDED WITH
24" WIDE SOLID FLOORING ACCESS WAY AND 30"
WORKING SPACE AT CONTROLS.
10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO
RECEIVE LOW PROFILE VENTS OR OPENING IN THE
ROOF SHEATHING BELOW
11. ROOF EAVES SHALL NOT PROJECT WITHIN 2" OF
THE PROPERTY LINE WHERE SETBACK IS 4' PER
2016 CRC § TABLE R302.1 (1) OR 2016 CBC TABLE
705.2. ALL ROOF PROJECTIONS WHICH PROJECT
BEYOND THE POINT WHERE FIRE- RESISTIVE
CONSTRUCTION WOULD BE REQUIRED WILL BE
CONSTRUCTED OF ONE-HOUR FIRE-RESISTANCE-
RATED CONSTRUCTION PER 2016 CRC §R302.1 (1)
OR 2016 CBC §705.2.
11. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKING
(N) ROOF
CLASS A: FIRE RATED
G.S.M. OGEE GUTTER
ONE HOUR FIRE-RESITSTANT
RATED CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET FROM
PROPERTY LINE
6/12
(N) SLOPE
(
N
)
H
I
P
6/12(N) SLOPE (N) RIDGE
6/12
(N) SLOPE
6/12
(N) SLOPE
6/12
(N) SLOPE6/12(N) SLOPE6/12(N) SLOPE (N) HIP (N) HIPFLAT ROOF AREA
(N) D.S.
(N) D.S.
(N) D.S.
(N) RIDGE
6/12
(N) SLOPE
(N) HIP (N) HIP (N) VALLEY (N) VALLEY (N) RIDGE
6/12(N) SLOPE6/12(N) SLOPE(N) D.S.
(
N
)
H
I
P
(N) D.S.
(N) FLAT ROOF
CLASS A: FIRE RATED EPDM
LOCATION: OF ALL SOLAR PANELS (N) RIDGE(N) ROOF
CLASS A: FIRE RATED
6/12
(N) SLOPE
6/12
(N) SLOPE
(N) D.S.
G.S.M. OGEE GUTTER
ATTIC TRUSS MAX 4'-0" HEIGHT
ONE HOUR FIRE-RESITSTANT
RATED CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET FROM
PROPERTY LINE
LOT LINE
LOT LINEVENTVENTVENTVENT(N) D.S.
ONE HOUR FIRE-RESITSTANT
RATED CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET FROM
PROPERTY LINE
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1110 BERNAL AVE., (LOT #16)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #16) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Proposed Roof PlanSee Details
A2.1A2.1Scale: 1/4 = 1'-0"
1PROPOSED ROOF PLAN
PLUMBING & HVAC NOTE:
1. GROUP ALL EXHAUST FLUES TOGETHER WHEN
POSSIBLE & LOCATE ON ROOFS SLOPING TO THE REAR
OF HOUSE TYP. VERIFY LOCATION W/ DESIGNER.
ATTIC FURNACE NOTES:
1. PROVIDE THE FOLLOWING FOR ATTIC FURNACES (CMC
SECTION 904.04)
A. PASSAGEWAY TO EQUIPMENT LESS THAN 6'-0" IN HEIGHT
SHALL BE NOT MORE THAN 20'-0" IN LENGTH WHEN MEASURED
ALONG THE CENTER LINE OF PASSAGEWAY FROM THE
ACCESS OPENING TO THE EQUIPMENT. SECTION 904.10.1.
B. UN-OBSTRUCTED PASSAGEWAY W/ A SOILD FLOORING AT
LEAST 24" WIDE THROUGH-OUT ITS LENGTH. SECTION 904.10.2
C. A 30"x30" LEVEL WORKING PLATFORM IN FRONT OF THE
SERVICE SIDE OF THE APPLIANCE. SECTION 904.10.3
D. A PERMANENT 120V RECEPTACLE OUTLET AND LIGHTING
FIXTURE NEAR THE APPLIANCE. SECTION 904.10.4.
E. UPRIGHT FURNACES MAYBE INSTALLED IN ATTIC OR
CRAWLSPACE MORE THAN 5'-0" IN HEIGHT, PROVIDED THAT
REQUIRED LISTINGS, DUCT AND FURNACE CLEARANCES ARE
OBSERVED. SECTION 904.10.5
F. CLARIFY THE LOCATION OF THE FURANCE ON PLANS BY
DASHED LINE OR OTHER SYMBOL.
SOLAR CONDUIT NOTE:
PROVIDE A PIPE FOR SOLAR CONDUIT FOR FUTURE USE.
*SOLAR PANEL AREA TO BE NO LESS THEN 150 SQ.FT.
MAIN HOME A2.1Scale: 1/4 = 1'-0"
2PROPOSED ROOF PLAN
DETACHED GARAGE
A2.1Scale: N.A.
3SPECS FOR ROOFING
4
G2.0
2
G2.0
3
G2.0
5
G2.0
GARAGE
5" CONC W/ APPROVED
VAPOR BARRIERLANDINGSTONE TILEATTIC LADDER / WERNER OR EQ.
16/0 O.H. DR
2X6 WALL
21'-0"
001
REAR LOT LINE
SIDE LOT LINE21'-0"10'-0"11'-0"2'-6"16'-0"
2'-6"
1'-0"20'-2"20'-3"10"6"4"3'-0"
1'-0"
5/0
002
001
62'-6"
G2.0
6
G2.0
6
TEMP.
1-HR. FIRE RATED WALL
21'-0"1-HR. FIRE RATED WALLTEMP.
15' REAR SETBACK
7' SIDE SETBACK(N) DRIVEWAY
(N) PAVERS
25'-6"(N) ELECT. CAR
CHARGING STATION (PER
CODE)
(N) ELECT. PANEL (PER
CODE)(E) LOT LINEGRADE
GARAGE T.O.P.8'-10 1/2"15' HT. LIMIT + RIDGE HIGHT
15'-0"(N) 6' WOOD FENCE
G.S.M. GUTTERS
(PAINTED)
CEDAR SHINGLE SIDING
W/ MITERED CORNERS
12"
ONE HOUR
FIRE-RESITSTANT RATED
CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET
FROM PROPERTY LINE
40 YR ARCH.
ASPHALT SHINGLES
6'-0"REAR YARD
6
12
CEDAR VENEERED WD
O.H. DOOR
21'-0"
F.F.
TEMP.(E) LOT LINEFENCE LINE
G.S.M. GUTTERS
(PAINTED)
(N) 6' WOOD FENCE
ONE HOUR
FIRE-RESITSTANT RATED
CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET
FROM PROPERTY LINE
21'-0"
DRIVEWAY
CEDAR SHINGLE SIDING
W/ MITERED CORNERS
D.S.
GARAGE T.O.P.8'-10 1/2"6'-0"15'-0"15' HT. LIMIT + RIDGE HIGHT
GRADE
F.F.
40 YR ARCH.
ASPHALT SHINGLES
TEMP.
GARAGE T.O.P.8'-10 1/2"(E) LOT LINEFENCE LINE (N) 6' WOOD FENCE
G.S.M. GUTTERS
(PAINTED)
ONE HOUR
FIRE-RESITSTANT RATED
CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET
FROM PROPERTY LINE
40 YR ARCH.
ASPHALT SHINGLES
6'-0"15'-0"DRIVEWAY CEDAR SHINGLE SIDING
W/ MITERED CORNERS
D.S.
15' HT. LIMIT + RIDGE HIGHT
GRADE
F.F.(E) LOT LINEGARAGE T.O.P.8'-10 1/2"(N) 6' WOOD FENCE
G.S.M. GUTTERS
(PAINTED)
ONE HOUR
FIRE-RESITSTANT RATED
CONSTRUCTION FOR
EAVES WITHIN 2-5 FEET
FROM PROPERTY LINE
40 YR ARCH.
ASPHALT SHINGLES 6'-0"15'-0"1-HOUR RATED
EXT. WALL SYSTEM, TYP.
6
12
CEDAR SHINGLE SIDING
W/ MITERED CORNERS
15' HT. LIMIT + RIDGE HIGHT
GRADE
F.F.
6
12 4" MAX
EVE OVERHANGS W/ IN
24" OF PROPERTY LINE
TO PROJECT NOT MORE
THAN 4" 2016 CRC
R302.1 EXP. #4
GARAGE
(N) 6' WD FENCE
VERIFY IF
PRESENT @ THIS
LOCATION
12"
G.S.M. GUTTERS
(PAINTED)
ATTIC
CEDAR SHINGLE SIDING
W/ 1 HR. FIRE RATING
40 YR ARCH.
ASPHALT SHINGLES(E) LOT LINEREAR
YARD
FENCE LINE
GRADE
GARAGE T.O.P.8'-10 1/2"15' HT. LIMIT + RIDGE HIGHT
15'-0"6'-0"F.F.
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1110 BERNAL AVE., (LOT #16)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #16) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Proposed Garage PlansSee Details
G2.0
G2.0Scale: 1/4 = 1'-0"
3PROPOSED LEFT ELEVATION
G2.0Scale: 1/4 = 1'-0"
5PROPOSED RIGHT ELEVATION
G2.0Scale: 1/4 = 1'-0"
2PROPOSED FRONT ELEVATION
G2.0Scale: 1/4 = 1'-0"
4PROPOSED REAR ELEVATION
G2.0Scale: 1/4 = 1'-0"
1PROPOSED GARAGE FLOORPLAN
G2.0Scale: 1/4 = 1'-0"
6PROPOSED BLDG SECTION
1. EXTERIOR BEARING WALLS LESS THAN 5' FEET FROM THE PROPERTY
LINE WILL BE BUILT OF ONE-HOUR FIRE RATED CONSTRUCTION, 2019
CRC TABLE R302.1(1) OR 2019 CBC, TABLE 602.
2. ROOF EAVES WILL NOT PROJECT WITHIN 2' FT. OF PROPERTY LINE
2019 CRC TABLE R302.1 OR 2019 CBC TABLE 705.2
FIRE RATING NOTES:
1. AT THE TIME OF THE INSPECTION FOR THE FORM AND STEEL WORK
FOR THE FOUNDATION OF THE NEW DETACHED GARAGE, THE LICENSED
SURVEYORS HUBS / STAKES WITH THEIR LICENSE NUMBER WILL BE IN
PLACE WITH THE STRING LINE SET UP FROM BATTER BOARD TO BATTER
BOARD.
SURVEYOR NOTES:
CENTER MATCHED CEDAR
SIDING (RANDOM WIDTHS),
STAINED SEMI-TRANSLUCENT
G.S.M. HALF ROUND GUTTER
SYSTEM (PAINTED), TYP.
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
LAYMENT TYP., TYP.
METAL ROOF ACCENTS, 24"
STANDING SEAM, TYP.
VERIFY
8"-9" HORIZONTAL WOOD
SIDING, WINDSOR-ONE
(PAINTED) MITERED
CORNERS,TYP.
SIERRA-PACIFIC
WOOD/(ALUM.) CLAD
WDS. + DRS, PUTTY SDL
2X BASE TRIM, WINDSOR-ONE
(PAINTED)
12X24 OR LARGER FORMAT,
STONE (SATIN FINISH)
(N) CEDAR CLAD MOTORIZED
DRIVEWAY GATE (E) LOT LINE62'-6" 9'-6"TOP PLATE (73.50')
2ND FLR(SUB. FLR) (74.56')
2ND FLR. T.O.P. (83.06') 8'-6"MAIN FLR. F.F. (64.00')1'-0 3/4"DRIVEWAY
7'-0"15'-0"
EGRESS EGRESS EGRESS
2'-0"(E) LOT LINE7' SIDE SETBACK TEMP.
EGRESS 2X6 REDWOOD/CEDAR2X6 R
E
D
W
O
O
D/
C
E
D
A
R
12
6
DS
AVERAGE T.O.C. (60.90')
TOP OF RIDGE (99.90')30'-0"7'-6" ABOVE 2ND FLOOR7' SIDE SETBACK7'-6"1
1
1
2
ADDRESS (LIT), PER CITY
STANDARD
SIDE SETBACK
CEDAR CLAD COLUMNS
W/ MITERED CORNERS SIMPLE /
STRAIGHT FORWARD, DTL. W/
ADDED STEEL BOOT FOR DESIGN
ESTHETICS
TEMP.
EGRESS
1110
BERNAL
(NEW HOME)
TEMP.
CEDAR 6X6 BOXED OUT WINDOW
DESIGN FOR ADDED INTEREST
6X6 CEDAR BOX OUT
6X6 CEDAR BOX OUT
CEDAR VENT RECESSED 4"
W/ MITERED CORNERS + 2" +
THICK SILL DETAIL, TYP.12'-0"45°
D.H.E. (59.50')
D.H.E (62.55')12'-0"45°(E) LOT LINE(E) LOT LINE62'-6"
7'-0"
TEMP.
TEMP.
EGRESS
2'-8"2'-0"7' SIDE SETBACKDRIVEWAY
CENTER MATCHED CEDAR
SIDING (RANDOM WIDTHS),
STAINED SEMI-TRANSLUCENT
G.S.M. HALF ROUND GUTTER
SYSTEM (PAINTED), TYP.
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
LAYMENT TYP., TYP.
SIERRA-PACIFIC
WOOD/(ALUM.) CLAD
WDS. + DRS, PUTTY SDL
CENTER MATCHED CEDAR
SIDING (RANDOM WIDTHS),
STAINED SEMI-TRANSLUCENT
SIDE SETBACK7' SIDE SETBACK12X24 ANTIQUE FLAMED BASALTE
(CUSTOM DETAIL MITERED CORNERS)
SAMPLES TO BE REVIEWED
12
6
12
6
(CUSTOM) STEEL CANOPY
SHOP DRAWINGS TO BE
PRODUCED
(CUSTOM) STONE BAR TOP
4" TH. SQ. EASED EDGES
FINISH SATIN BLACK (CUSTOM)
CHIMNEY TOP FACADE ONLY
DS
TEMP. 9'-6"TOP PLATE (73.50')
2ND FLR(SUB. FLR) (74.56')
2ND FLR. T.O.P. (83.06') 8'-6"MAIN FLR. F.F. (64.00')1'-0 3/4"TOP OF RIDGE (90.90')30'-0"7'-6" ABOVE 2ND FLOOR
7'-6"6'-0"6'-0"
1ST SUBMITTAL OF
WINDOW SIZE (SLIGHTLY)
SMALLER + NARROW TO
MATCH SLIDING WD. BELOW
AT KITCHEN
6X6 CEDAR BOX OUT
CEDAR VENT RECESSED 4"
W/ MITERED CORNERS + 2" +
THICK SILL DETAIL, TYP.
TEMP.
EGRESS
AVERAGE T.O.C. (60.90')2'-0"1110
BERNAL
(NEW HOME)12'-0"45°
D.H.E. (59.50')
D.H.E (62.55')12'-0"45°
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1112 BERNAL AVE., (LOT #17)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #17) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMENTS(FEB. 19)02-23-21Proposed ElevationsSee Details
A3.0
A3.0Scale: 1/4 = 1'-0"
2PROPOSED REAR ELEVATION
A3.0Scale: 1/4 = 1'-0"
1PROPOSED FRONT ELEVATION
1. AT LEAST (1) WINDOW OR DOOR THAT COMPLIES WITH
EGRESS REQUIREMENTS, 2019 CRC R310, OR CBC 1030
EGRESS NOTES:
EGRESS
9'-6" 8'-6"1'-0 3/4"2'-10"27'-6"12'-0"13'-0"(E) LOT LINE TEMP.
EGRESS
REAR YARD FRONT YARD
TEMP.
EGRESS
12
6
12
6
DS
DS
DS
TOP PLATE (73.50')
2ND FLR(SUB. FLR) (74.56')
2ND FLR. T.O.P. (83.06')
MAIN FLR. F.F. (64.00')
TOP OF RIDGE (90.90')30'-0"AVERAGE T.O.C. (60.90')
DS
CENTER MATCHED CEDAR
SIDING (RANDOM WIDTHS),
STAINED SEMI-TRANSLUCENT
G.S.M. HALF ROUND GUTTER
SYSTEM (PAINTED), TYP.
ARCHITECTURAL ASPHALT
SHINGLES GRACE UNDER-
LAYMENT TYP., TYP.
SIERRA-PACIFIC
WOOD/(ALUM.) CLAD
WDS. + DRS, PUTTY SDL
CENTER MATCHED CEDAR
SIDING (RANDOM WIDTHS),
STAINED SEMI-TRANSLUCENT
REAL STONE CLAD CHIMNEY
(12X24), SATIN STONE
FINISHED / ANTIQUED
8"-9" HORIZONTAL WOOD
SIDING, WINDSOR-ONE
(PAINTED)
COVERED
PORCH
EGRESS 9'-6" 8'-6"1'-0 3/4"2'-10"18'-6"13'-2"
TEMP.
TEMP.
TEMP.
EGRESS
REAR YARD
FRONT YARD (E) LOT LINE21'-0"
1-HR FIRE RATED SIDE (GARAGE)
12
6
12
6
DS
DS
TOP PLATE (73.50')
2ND FLR(SUB. FLR) (74.56')
2ND FLR. T.O.P. (83.06')
MAIN FLR. F.F. (64.00')
HANG AREA
TOP OF RIDGE (90.90')30'-0"AVERAGE T.O.C. (60.90')
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1112 BERNAL AVE., (LOT #17)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #17) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMENTS(FEB. 19)02-23-21Proposed ElevationsSee Details
A3.1
A3.1Scale: 1/4 = 1'-0"
2PROPOSED LEFT ELEVATION
A3.1Scale: 1/4 = 1'-0"
1PROPOSED RIGHT ELEVATION
A3.0
2
A3.0
1
A3.1
2
A4.0
2
A4.0
2
A4.0
1
A4.0
1
A3.1
1
NOTES:
1. (OGEE OR HALF ROUND) G.S.M. GUTTERS, & (3"
GSM) DOWNSPOUTS (MATCH EXISTING AS
REQUIRED), LINE ALL VALLEYS WITH GSM, AT
LEAST 20" WIDE WITH WITH 1/4" EDGE TURNED
OVER AND FASTENED WITH CLEATS. LAP JOINTS AT
LEAST 4", BUT DO NOT SOLDER.
2. N/A
3. WHEN INSULATION IS INSTALLED IN ENCLOSED
RAFTER SPACES WHERE CEILINGS ARE APPLIED
DIRECT TO THE UNDERSIDE OF ROOF RAFTERS, A
MINIMUM AIR SPACE OF 1 INCH MUST BE PROVIDED,
INSULATION BAFFLE NEEDED.
4. FLASHINGS AND COUNTER FLASHINGS SHALL
NOT BE LESS THAN 0.016-INCH (28-GAGE)
CORROSION RESISTANT METAL, AND VALLEY
FLASHING
5. AT THE JUNCTURE OF THE ROOF & VERTICAL
SURFACES, FLASHING & COUNTERFLASHINGS
SHALL NOT BE LESS THAN 0.019-INCH (26 GAUGE)
6. NA
7. TERMINATION OF ALL ENVIRONMENTAL AIR
DUCTS SHALL BE A MIN. OF 3'-0" FROM PROPERTY
LINES OR ANY OPENING INTO THE BUILDING (I.E.
DRYERS, BATH& UTILITY FANS, ETC., MUST BE 3'-0"
AWAY FROM DOORS, WINDOWS, OPENING
SKYLIGHTS OR ATTIC VENTS, PER CODE
8. N/A
9. N/A
10. ATTIC VENTILATION AT CALIFORNIA FRAMING TO
RECEIVE LOW PROFILE VENTS OR OPENING IN THE
ROOF SHEATHING BELOW
11. (AS REQUIRED) ALL TRUSS/RAFTER BLOCKING
TO RECEIVE 2" DIA HOLES IN EVERY BLOCK
TYPICAL FOR EVEN DISTRIBUTION OF AIR FLOW.
PLUMBING & HVAC NOTE:
1. GROUP ALL EXHAUST FLUES TOGETHER
WHEN POSSIBLE & LOCATE ON ROOFS
SLOPING TO THE REAR OF HOUSE TYP. VERIFY
LOCATION W/ DESIGNER.
SLOPE
12
6(N) ASPHALT ROOF
(N) CLASS A: FIRE RATED
ARCHITECTURAL
(N) STANDING SEAM
(N) CLASS A: FIRE RATED
ARCHITECTURAL
(N) STANDING SEAM
(N) CLASS A: FIRE RATED
ARCHITECTURALRIDGERIDGERIDGEVALLEYRIDGE RIDGE
SLOPE126SLOPE126SLOPE
12
4
SLOPE
12
6
SLOPE
12
6
SLOPE
12
6
SLOPE
12
6
SLOPE
12
6 SLOPE126SLOPE126SLOPE126SLOPE
12
6VALLEYRIDGE
VALLEY(N) G.S.M. GUTTER W/ ROUND
DOWNSPOUTS, TYP.
CHIMNEY CAP, SEE DETAILS, TYP.
VALL
E
Y
D.S.
D.S.D.S.
D.S.
D.S.
D.S.
D.S.
D.S.
G2.0
4
G2.0
2
G2.0
5
G2.0
3
(N) ASPHALT ROOF
(N) CLASS A: FIRE RATED
ARCHITECTURALRIDGESLOPE
12
6
SLOPE
12
6
D.S.
D.S.
Sheet
Scale:All drawings & Specifications provided as instruments of service are the property of the Designer whether the project is executed or not.It is unlawful for any person, without the written consent of the Designer. To duplicate or make copies of these documents,partly or in whole, for use for other projects & buildings.Rev.:001002003004005006Description :Date :Revisions one
DESIGN PLANNING
form
4843 SILVER SPRINGS DRIVE
E-mail: TIM@FORMONEDESIGN.COM
Ph: 415.819.0304
Park City, UT 84098
1110 BERNAL AVE. LLC1112 BERNAL AVE., (LOT #17)BURLINGAME, CA 94010Title :Project :Date :10-03-20Drawn :TIM RADUENZ20-38Job No. :Owner :APN#:(LOT #17) 026-182-250Contractor :PLANNING SETZoning: RESIDENTAL 1110 BERNAL AVE. LLC1731 ADRIAN ROAD, #13BURLINGAME CA 94010LOT SIZE: 120x62.5 - 7,500 SQ.FT. GILSON DEVELOPMENTS INC.1731 ADRIAN ROAD, #13BURLINGAME CA 94010CONTRACTORS LIC.# 959166PLANNING COMMISSION COMMENTS 03.2204-15-21Proposed Roof PlanSee Details
A2.1
A2.1Scale: 1/4 = 1'-0"
1PROPOSED ROOF PLAN
A2.1Scale: 1/4 = 1'-0"
2PROPOSED GARAGE ROOF PLAN
A2.1Scale: N.A.
3SPECS FOR ROOFING
5859586058606061N 55°04'00" W 125.00'S 55°04'00" E 125.00'S 34°53'42" W 120.07'
S 34°53'42" W 120.07'22"MAGNOLIA0"TREE6"PLUM6"PRIVET7"PEAR17"CAMPHOR33"RWD10"PRUNUS17"PITT15"PITT9"PITT12"YEW6"PITT4236"PITT117"CAMPHOR1314171615109567118"MAPLE181111111111111111111111111111111111121333333322332232222222222222525444145551513615666666666666666666666666666666666666666666688888888889898910910899101010106666106662222772271717172323132314131313131313131313131313131313131313131313131313131313131313151313131313131315131313131313131313131313131313132413131513241414141414141414141414141414142121181818181919191919191919191919232319201819232323192020202020202016161616222CCCCGCCCCBFDCCCCGACCCADCCCV 1EHIIHG2HIG1HG1G2G1G2G2LJKKM2V2V2VNNNNNNNNNNNNNNNNNRESIDENCE(N)GARAGE(N)RESIDENCE(E)RESIDENCE(E)(N) 6'-0" SOLID WOODFENCING PLUS 12" LATTICE(E) FENCING(N) STEPPINGOUTLINE OF(E) DRIVEWAY TO BE REMOVED B E R N A L A V E N U ERESIDENCE(N)GARAGE(N)(N)LAWN(N)LAWN(N)LAWN(N)LAWN(N)LAWN(N)UNIT PAVERDRIVEWAYCONCRETE(N)UNIT PAVERDRIVEWAYCONCRETE(N)UNIT PAVERDRIVEWAYCONCRETE(N)UNIT PAVERDRIVEWAYCONCRETE(N) 6'-0" SOLID WOODFENCING PLUS 12" LATTICE(N) CONCRETE DRIVEWAY APRON*INSTALL PER CITY SPECS / STDS(N) CONCRETE CURB / GUTTER*INSTALL PER CITY SPECS / STDSOUTLINE OF(E) GARAGE TOBE REMOVEDCLCLCLCL(N) GRAVEL PATH(N) EVERGREENPRIVACY TREES(N) 6'-0" SOLID WOODFENCING PLUS 12" LATTICE(N) 6'-0" SOLID WOODFENCING / GATE(N) STONEPORCH / STEPS(N) STONE(N) EVERGREENPRIVACY TREES(N) 6'-0" SOLIDWOOD FENCINGGATE(N) EVERGREENESPALIER VINE(N) GAS METER(N) CONCRETERETAINING WALL*4'-0" TALLSTONES *SET(N) EVERGREENPRIVACY HEDGE(N) STEPPING STONESW/ RIVER ROCK JOINTS(E) TREES TOBE REMOVED(N) STONEPORCH / STEPS(N) GRAVEL PATH10'-0"30"10'-0" CLR.(N) STONEFIREPIT*18" TALL(N) STONEFIREPIT*18" TALL(N) 3' TALL BBQ /COUNTERTOP W/6" BACKSPLASH &STORAGE BELOW(N) 6'-0" SOLIDWOOD FENCING PLUS12" LATTICE(E) PITTOSPORUM TREETO REMAIN (E) PITTOSPORUM TREETO BE REMOVED(N) CONCRETE SIDEWALK*INSTALL PER CITY SPECS / STDS(N) STONEPATH(N) STONEPATH(N) STREET TREES(N) STEPPING STONE(E) MAGNOLIA TREETO BE REMOVED(N) CONCRETE SIDEWALK*INSTALL PER CITYSPECS / STDSOUTLINE OF (E) SHEDTO BE REMOVED(N)STONEPATIO(N)STONEPATIO(E) MAPLE TREETO BE REMOVED(N) CITRUSTREE(N) CITRUSTREE(E) PRUNUS TREETO BE REMOVED(N) 6'-0" SOLID WOODFENCING PLUS 12" LATTICE(E) REDWOOD TREETO BE REMOVED(N) EVERGREENPRIVACY HEDGE(N) 6'-0" SOLID WOODVEHICULAR GATE7'-0" WOOD3'-0" WOOD
(N)(N)
FENCINGFENCING *REQUIRES PROTECTED TREE REMOVAL PERMITFROM PARK DEPT.*PROVIDE KNOX KEYSWITCH PER FIREDEPT. REQUIREMENT4'5'(N) STREET TREESPER CITY TREE LIST*SET ON SAND BASEPER CITY TREE LISTSHIFT TO ALLOW FOR 4' PLANTING AREA*PAST PROPERTY LINE(N) STONE *SET ON SAND BASE(N)(E)(E)(N)LANDING(N) GAS METER(N) ELECTRICALMETER(N) 6'-0" STEEL GATE*PROVIDE KNOX KEYSWITCH PER FIREDEPT. REQUIREMENT(N) 3' TALL BBQ /COUNTERTOP W/6" BACKSPLASH &STORAGE BELOW(N) CONCRETE DRIVEWAYAPRON *INSTALL PER CITY(N) CONCRETE CURB / GUTTER*INSTALL PER CITY SPECS / STDSSPECS / STDSFLUSH W/ LAWN(N) EVERGREEN VINES(N) EVERGREENPRIVACY TREES(N) AC UNIT9'-6"102/22/21M.C.L1.0DATE:FEBRUARY 23, 2021TITLE:SHEET NO:PLANLANDSCAPEREVISIONSGILSON RESIDENCE
1110 BERNAL AVE BURLINGAME, CALIFORNIALOT 17LANDSCAPE PLANSCALE: 1/8" = 1'-0"LOT 16LANDSCAPE PLANSCALE: 1/8" = 1'-0"111111204/15/21M.C.227/31/2022