HomeMy WebLinkAboutReso - PC - 2024-03.25-8ADocuS;gn Env--ktpe lD:' FBE65DDE-35 1 9-447C-880A-A7F336C2 1 0A1
RECORDING REOUESIED BY
Planning Department
City of Burlingame
WHEN RECORDED II/AIL TO:
COI\4I\,4UNIry DEVELOPI\,1ENT DEPARTMENT
CITY 0F BURLINGAI/!E
501 PRIMROSE ROAD
BURLINGAI\,IE, CA 94010
2024-025407
!O4pm Oih4lm24 R'l Fee: NO FEE
Count of Pages4
Recorded in Off icialRecords
County of San Mateo
Mark Church
Assessor-County Clerk-Rocod€r
ililliii]ililfl!ilfiilillilililil]tiililiililllliltil]ilil1lli|ll* $ R000346 485 5$*
Resolution No. 2024-03.25-8A
36 BLOOMFIELD ROAD
APN 029-293-260
I hereby certify this to be a full. true and conect copy of the
document it purports to be, the original of \,vhich is on file in my
offce.
5 2024
Eu;w 6arkw.r
TITLE OF DOCUMENT
E!.!Fi,.:-l{iF
,t
CiTY
Kevin Gardiner, AICP, Community Development Di
A?ED TJUNE
Date:
WHEREAS, said matters were heard by the Planning Commission of the City of Burlingame on March
25.2024, 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 section 15303 (a), 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. ln urbanized areas, up to three
single-family residences maybe constructed or converted under this exemption, is hereby
approved.
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 certifled copy of this resolution be recorded in the official records of the
County of San Mateo
2
o+bAA.^)
Chairperson {,W,efl,
n of the City of Burlingame, doSecretary of the Pla ng Commissio
hereby certify that the foregoing
Planning Commission held on the
36 BLoo FIELD RD - RESO 2o2,u8.25{AAYES; CO AROTO, HORAI{, LOENTHAL
SCH[!D, S}IORES, TSENOES: NOI{E
A&SEXT NONE
RECUSED: PFAFF
resolution was introduced and adopted at a regular meeting of the
hda of March 2024 by the following vote
Secretary
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 Desiqn
Review and Special Permit for a second storv balconv for a first and second story addition to an existinq
sinole-unit dwellinq at 36 Bloomfield Rd. zoned R-1, Nasim Novin and Ali Daneshio, prooertv owners.
APN: 029-293-260:
2
EXHIBIT "A"
Conditions of Approval for Categorical Exemption, Design Review, and Special Permit
36 Bloomfield Road
Effective April 4, 2024
Page 1
that the project shall be built as shown on the plans submitted to the planning Division date
stamped March 14, 2024, sheets A-00.01 through A-00.02, sheets C-1 through C-5, sheets L-1
through L-5, sheets RA-01.01 through RA-02.02, sheets A-01.01 through A-04.02, and site
survey;
that any changes to building materials, exterior flnishes, 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 ofthe
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;
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 elterior, shall require a demolition permit;
thatthe project shall meet all the requirements of the California Building and Unlform Fire Codes,
in effect at time of building permit submittal, as amended by the City of Burlingame;
4
5
6
7
o
1
EXHIBIT "A"
12
11
Conditions of Approval for Categorical Exemption, Design Review, and Special permit
36 Bloomfield Road
Effeclive April 4,2024
Page 2
THE FOLLOWING CONDITIONS SHALL BE MET DURING THE BUILDING INSPECTION
PROCESS PRIOR TO THE INSPECTIONS NOTED IN EACH CONDITION:
that prior to scheduling the framing inspection the project architect or residential designer, or
another architect or residentlal design professional, shall provide an architectural certification
that the architectural details shown in the approved design which should be evident at framing,
such as window locations and bays, are built as shown on the approved plans; architectural
certification documenting framing compliance with approved design shall be submitted to the
Building Division before the final framing inspection shall be scheduled;
that prior to scheduling the roof deck inspection, a licensed surveyor shall shoot the height of
the roof ridge and provide certification of that height to the Building Divisiont and
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
accordrng to the approved Planning and Building plans.
10.
1/8 INCH = 1 FEET
0 2 4 6 8 10 20 30
GRAPHIC SCALE :
4 : 12
4 : 124 : 124 : 12
w / Ww / Ww / WGAS
E / L 2%2%FFFFFFFFFFFFFFFFFFFFFFFFFFFFF
FFFFFFFFFFFFFFFFFFFFFFFS S S S S S S S S S S S S S S S S S S S S S S S S S S S
4 : 12
4 : 124 : 124 : 124 : 124 : 124 : 124 : 124 : 124 : 124 : 124 : 12
4 : 12
4 : 12 4 : 124 : 1212'-8"32'-8"29'-11"2'17'-5"2'-10"
9'-9"7'-3"15'80'-6"1'-11"86'-3"5'-8"
10'-3"3'28'-9"12'-8"17'-10"12'-8"
5'
1'1'1'1'1'FLAT ROOF
FLAT ROOF
WATER
METER
WALK WAY DRIVE WAY
50.03'157.71'157.73'50.00'
COOLING UNIT
AC-UNIT
36"Ø TREE TO REMAIN
6"Ø TREE TO REMAIN
14"Ø TREE TO
REMAIN 12"Ø TREE TO REMAIN
6"Ø TREE TO REMAIN
8"Ø TREE TO REMAIN 20"Ø TREE TO
REMAIN 30"Ø TREE TO REMAIN
26"Ø TREE TO
REMAIN BUILDINGAPN: 029293250BUILDINGAPN: 02929301025.3725.7125.7725.8925.8825.8325.9925.9525.8825.7525.6525.8625.6025.6525.9425.9025.8825.8425.8825.7826.3127.3727.5727.4626.2926.6827.3726.3027.6727.6027.6027.3527.6227.6727.7726.5627.8228.1428.1327.9328.1527.8628.1227.4028.0227.8528.1327.5827.4028.1428.1428.3228.3428.2428.3228.4528.1028.8928.8228.4828.3028.2828.3328.2428.5328.6628.2727.8428.0027.9427.9027.6027.6727.59CONC CURB & GUTTER
GRADE BREAK
SIDEWALK
SIDEWALK
OVERHEAD
POWER LINE
WATER
METER
EXISTING
CHIMNEY TO BE
REMOVED
EXISTING FENCE
TO REMAIN
MAIN SEWER ELEC. METERGAS METERSKY L.
30" X 30"2ND FLOOR2ND FLOOR
2ND FLOOR 2ND FLOOR2ND FLOOR
BLOOMFIELD RD.
NORTH
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
A -00.01
1/8'' = 1'
COVER SHEET/
PROPOSED SITE
PLAN
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
VICINITY MAP: PROPERTY LOCATION / NTSDRAWING INDEX:
LOT AREA:7875 SQF
"E" 1ST FLOOR:1616 SQF
"N" ADDITION TO 1ST FLOOR:246 SQF
"N" 1ST FLOOR:1862 SQF
"N" 2ND FLOOR:1145 SQF
"N" COVERED PORCH:65 SQF
"E" DETACHED GARAGE :570 SQF
"N" TOTAL BUILDING:3007 SQF
AREA CALCULATION:
LOT COVERAGE: 1ST FLOOR BLDG AREA (1862) SQF
COVERED PORCH 65 SQF
TOTAL % 1927/7875= 24.4%
MAX. FAR: 32% X 7875 + 1100 + 400 = 4020 SF
-ADDITION AND REMODELING AT REAR SIDE OF THE HOUSE TO HAVE A NEW
LARG KITCHEN FAMILY.
-ADDITION AT FRONT SIDE OF THE HOUSE TO HAVE A NEW ENTRY INCLUDING
POWDER AND CLOSET AND CONVERT THE LIVING ROOM TO OFFICE
-ADDITION AT LEFT SIDE OF THE HOUSE TO HAVE A BATHROOM FOR OFFICE.
-BUILD A NEW 2ND STORY TO HAVE MASTER BEDROOM INCLUDING MASTER
BATH AND WALK-IN CLOSET, TWO BEDROOMS, BATHROOM, AND LAUNDRY.
SCOPE OF WORK:
LEGEND:
CONVERTED GARAGE TO ADU
BLDG 1ST FLOOR FOOTPRINT LINE
PROPERTY LINE
NEW ADDITION
CODE EDITIONS:
A.
B.
C.
D.
E.
F.
G.
H.
I.
CALIFORNIA RESIDENTIAL:
CALIFORNIA BUILDING:
CALIFORNIA MECHANICAL:
CALIFORNIA PLUMBING:
CALIFORNIA ELECTRICAL:
CALIFORNIA ENERGY:
CALIFORNIA FIRE:
CALIFORNIA GREEN BUILDING:
ANY OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS.
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
2022 EDITION
A-00.01:COVER SHEET / PROPOSED SITE PLAN
T-1:BOUNDRY AND TOPOGRAPHIC SURVEY MAP
A-00.02:BLOCK AVERAGE FOR FRONT SETBACK
C-1:COVER SHEET (G&D)
C-2:GRADING & DRAINAGE PLAN
C-3:DETAILS
C-4:EROSION CONTROL PLAN
C-5:CONSTRUCTION BMP
L-1:LANDSCAPE PLAN
L-2:IRRIGATION PLAN
L-3:IRRIGATION NOTES
L-4:NOTES
L-5:TRELLIS AND FIREPLACE DETAIL
RA-01.01:EXISTING FLOOR PLAN(MAIN HOUSE)
RA-02.01:EXISTING ELEVATIONS(MAIN HOUSE)
RA-02.02:EXISTING PLAN & ELEVATIONS (ADU)
A-01.01:PROPOSED 1ST FLOOR PLAN
A-01.02:PROPOSED 2ND FLOOR & ROOF PLAN
A-02.01:PROPOSED ELEVATIONS / TYPICAL WINDOW DETAIL
A-02.02: PROPOSED ELEVATIONS / STRUCTURAL DETAILS
A-03.01:PROPOSED SECTIONS
A-04.01:FLOOR AREA DIAGRAM / EXTERIOR MATERIAL SCHEDULE
A-04.02:EXISTING FOOT PRINT PLAN / DEMOLITION PLAN
ASSESSOR'S PARCEL NUMBER:
PROJECT TYPE:
PROJECT LOCATION:
ZONING:
OCCUPANCY GROUP:
CONSTRUCTION TYPE:
NUMBER OF FLOORS:
FIRE PROTECTION:
PROJECT DATA:
029293260
NEW CONSTRUCTION
36 BLOOMFIELD RD.
BURLINGAME, CA., 94010
R1
R - 3 / U
V - B
TWO(2)
SPRINKLERED
SETBACKS
REAR
RIGHT
LEFT
EXISTING/PROPOSED
1ST
PROPOSED
2ND
FRONT
5'
12'-8''
80'-6"
15'
SETBACK INFORMATION:
OWNER: NASIM NOVIN
NNOVIN@GMAIL.COM
DESIGNER: AMS DESIGN
(415) 254-1606
4010 MOORPARK AVE#101, SAN JOSE, CA 95117
AZADEH@AMSDESIGNLLP.COM
STRUCTURAL: AMS DESIGN
(415) 254-2634
4010 MOORPARK AVE#101, SAN JOSE, CA 95117
ARMIN@AMSDESIGNLLP.COM
T24 & ENERGY: AMS DESIGN
(415) 254-1606
4010 MOORPARK AVE#101, SAN JOSE, CA 95117
OFFICE@AMSDESIGNLLP.COM
PROJECT CONTACT:
36 BLO O M FIE L D RD .
BU RLINGAM E, CA 94010
2ND FLOOR
MAIN HOUSE TO ADU 32'-8"
5'-8"
12'-8''
86'-3"
28'-9"
THE SCOPE OF RENOVATION (COMBINATION OF ADDITION AND INTERIOR
REMODEL) EXCEEDS 750 SQUARE FEET, THEREFORE A FIRE SPRINKLER
SYSTEM IS REQUIRED TO BE INSTALLED THROUGHOUT THE RESIDENCE.
05.24.2023 S.B.PLN02
“CONSTRUCTION HOURS”
WEEKDAYS: 8:00 A.M. – 7:00 P.M.
SATURDAYS: 9:00 A.M. – 6:00 P.M.
SUNDAYS AND HOLIDAYS: NO WORK ALLOWED
(SEE CITY OF BURLINGAME MUNICIPAL CODE,
SECTION 18.07.110 FOR DETAILS.)
CONSTRUCTION HOURS IN THE CITY PUBLIC RIGHT-
OF-WAY ARE LIMITED TO WEEKDAYS AND NON-CITY
HOLIDAYS BETWEEN 8:00 A.M. AND 5:00 P.M.
ANY WORK IN THE CITY RIGHT-OF-WAY, SUCH AS PLACEMENT OF DEBRIS
BIN IN STREET, CONSTRUCTION PARKING, WORK IN SIDEWALK AREA,
PUBLIC EASEMENTS, AND UTILITY EASEMENTS, IS REQUIRED TO OBTAIN AN
ENCROACHMENT PERMIT PRIOR TO STARTING WORK. PORTA POTTY’S ARE
NOT ALLOWED TO BE PLACED IN THE CITY RIGHT-OF-WAY. WORK WITHOUT
THE BENEFIT OF AN ENCROACHMENT PERMIT WILL BE DOUBLE THE PERMIT
FEE.
SEWER BACKWATER PROTECTION CERTIFICATION IS REQUIRED FOR THE
INSTALLATION OF ANY NEW SEWER FIXTURE PER ORDINANCE NO. 1710.
THE SEWER BACKWATER PROTECTION CERTIFICATE IS REQUIRED PRIOR
TO THE ISSUANCE OF BUILDING PERMIT.
570 SF DETACHED ADU WILL BE REVIEWED UNDER A SEPARATE BUILDING
PERMIT.
08.01.2023 A.G.PLN03
AVERAGE TOP OF CURB: (27.88’ + 28.36’)/2 = 28.12’
ALLOWED HEIGHT: 28.12’ + 30’ = 58.12’ (30’-0” ABOVE AVERAGE TOP OF CURB)
EXISTING: 28.12' + 16.583' = 44.75'
PROPOSED: 28.12' + 26.583' = 54.75'
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR DIMENSION,
GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE
THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT
TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT PROCEED WITH THE
WORK IN THE AREA OF DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE
RESOLVED. IF THE CONTRACTOR CHOOSES TO DO SO HE SHALL BE
PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO CARRY
OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR WHICH IS
CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE CONTRACTOR FROM
PERFORMING SUCH OMITTED OR MIS-DESCRIBED DETAILS OF THE WORK AS IF
FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN THE DRAWINGS AND
SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL VERIFY
DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO COMMENCEMENT OF
THEIR WORK. FAILURE TO DO SO SHALL NOT RELEASE THEM FROM THE
RESPONSIBILITY OF ESTIMATING THE WORK. IF ANY VARIATION, DISCREPANCY
OR OMISSION (BETWEEN THE INTENT OF THESE CONTRACT DOCUMENTS AND
THE EXISTING CONDITIONS ARE FOUND, THE CONTRACTOR OR SUB-
CONTRACTOR SHALL NOTIFY AMS DESIGN IN WRITING AND OBTAIN WRITTEN
RESOLUTION FROM AMS DESIGN PRIOR TO PROCEEDING WITH ANY RELATED
WORK.
GENERAL NOTES:
09.27.2023 A.G.PLN04
SMA
T-1
APN: 029-293-260
CITY OF BURLINGAMESMP ENGINEERS36 BLOOMFIELD RD.
BURLINGAME, CA 94010
PROJECT BENCHMARK:
BASIS OF BEARINGS:
NOTE:
DISCLAIMER:
SITE BENCHMARK:
NOTES:
LEGEND
TOPOGRAPHIC SURVEY MAP
PRELIMINARY BOUNDARY AND
BLOCK AVERAGE FOR FRONT SETBACK
SC : 1/18" = 1'-0"
1 15'24'-1"27'-2"11'16'-8"23'-3"27'27'28'-2"23'-4"20'18'16'22'28'20'4'50.00'50.00'62.92'50.00'157.71'157.71'157.71'157.71'157.71'100.00'50.00'50.00'157.71'50.00'157.71'50.00'157.71'100.00'45.00'50.00' BLOOMFIELD RD.
36 BLOOMFIELD RD.28 BLOOMFIELD RD.24 BLOOMFIELD RD.22 BLOOMFIELD RD.
40 BAYSWATER AVE.
18 BLOOMFIELD RD.14 BLOOMFIELD RD.18 BLOOMFIELD RD.
620 PENINSULA AVE.
NORTH
1/16 INCH = 1 FEET
0 2 4 6 8 10 20 30
GRAPHIC SCALE :
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
LEGEND:
BLDG 1ST FLOOR FOOTPRINT LINE
SUBJECT PARCEL
PROPERTY LINE
A -00.02
BLOCK AVERAGE
FOR FRONT
SETBACK
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
SETBACKS
REAR
RIGHT
LEFT
EXISTING PROPOSED 1ST /
PROPOSED 2ND
FRONT
5'
12'-8''
80'-6"
15'
SETBACK INFORMATION:
MAIN HOUSE TO ADU 32'-8"
5' / 5'-8"
12'-8" / 12'-8''
80'-6" / 86'-6"
15' / 28'-9"
ALLOWED 1ST FLR. /
ALLOWED 2ND FLR.
15' / 20'
4' / 4'
4' / 4'
20' AVERAGE BLOCK
09.27.2023 A.G.PLN04
1/18'' = 1'
SMA
SMP
ENGINEERS
SMP
ENGINEERS
X
PLAN
Y
X
Y
SECTION Y-YSECTION X-X
SECTION W-W
W
PLAN
Z Z
W
SECTION Z-Z
X
PLAN
X
SECTION W-W
W
W
SECTION X-X
ELEVATION VIEW
PLAN VIEW
SECTION A - A
STORM INLET SEDIMENT TRAP-FIBER ROLLS
CONCRETE WASHOUT AREA
EROSION AND SEDIMENT CONTROL NOTES AND MEASURES
EXISTING DRAINAGE INLET PROTECTION
PLAN
FIBER ROLL NOTES
FIBER ROLL SECTION B-B
TEMPORARY COVER ON STOCK PILE
PERSPECTIVE
STABILIZED CONSTRUCTION ENTRANCE
(TO BE MAINTAINED)
Maintenance
PLAN
PROFILE
SMP
ENGINEERS
SMP
ENGINEERS
THE LANDSCAPE DESIGN FOR THIS PROJECT COMBINESBOTH DROUGHT TOLERANT PLANTINGS, AND A HIGHLYEFFICIENT DRIP IRRIGATION SYSTEM TO COMPLY WITHTHE LOCAL WATER ORDINANCE, AND PROVIDE ALANDSCAPE THAT IS WATER WISE, SUSTAINABLE, ANDLOW MAINTENANCE.MOST OF THE PLANTINGS PROPOSED ARE DROUGHTTOLLERANT WITH A HIGH MAJORITY HAVING THEWUCOLS CLASSIFICATION OF LOW OR VERY LOWWATER USE. THE SPACING OF THE PLANT MATERIALSALLOW THE PLANTS TO MATURE TO THEIR ULTIMATESIZE WITHOUT THE NEED FOR SHEERING, HEADINGBACK, AND EXCESSIVE OFFHAULING OF CUTTINGS. THESPACING OF THE PLANT MATERIALS ALSO ALLOW SOMENEGATIVE SPACE WHICH WILL PROVIDE A NON-OVERPLANTED LOOK, AND VISUAL INTEREST. ALL AREAS NOTPLANTED WILL HAVE A 3" MINIMUM LAYER OF MULCHFOR WEED PREVENTION, SOIL STABLILATION, ANDWATER RETENTION.THE IRRIGATION SYSTEM IS ROBUST, TIME PROVEN,WITH ALL SHRUBS AND GROUNDCOVERS BEING DRIPIRRIGATED. THE LAWN WILL BE SPRAY IRRIGATED. THEIRRIGATION SYSTEM USES A CONTROLLER THAT HASTHE CAPABILTY OF BEING WEATHER BASED, RECIEVINGDAILY WEATHER INPUT TO ADJUST THE IRRIGATIONSCHEDULE BASED ON REAL TIME WEATHER INPUT. THISWILL ELIMINATE WATERING DURING TIME OF HIGHHUMIDITY, RAIN, OR HIGH SOIL SATURATION. THEIRRIGATON SYSTEM WILL BE ALL HARD PIPEUNDERGROUND, WITH THREADED RISERS, AND ATHREADED DISTRIBUTION HEAD, WITH NO POLY PIPE ORBARBED CONNECTIONS. Y -STRAINERS WILL BE USEDAT EACH VALVE.A LANDSCAPE IRRIGATION AUDIT IS REQUIRED. THISAUDIT MUST BE COMPLETED BY A CERTIFIEDLANDSCAPE IRRIGATION AUDITOR, NOT THE DESIGNEROR INSTALLER. THE AUDIT MUST BE SUBMITTED TO THEBUILDING DEPARTMENT, WITH A CERTIFICATE OFCOMPLETION (APPENDIX C) AS REQUIRED BY THEDEPARTMENT OF WATER RESOURCES, PRIOR TOSCHEDULING A FINAL INSPECTION OF THE WATEREFFICIENT LANDSCAPE PERMIT.GENERAL NOTESLANDSCAPE DOCUMENTATION PACKAGE PROJECT INFORMATIONA. DATE: 02-24-2023B. PROJECT APPLICANT: NASIM NOVIN AND ALI DANESHJOO36 BLOOMFIELD ROAD, BURLINGAME, CA 94010 APN NO: PROJECT ADDRESS: 36 BLOOMFIELD ROAD, BURLINGAME, CA 94010D. TOTAL IRRIGATED LANDSCAPE AREA= 1821 SQ FTE. WATER SUPPLY: POTABLE, CAL-WATERF. PROJECT TYPE: NEW RESIDENCEG. PROJECT CHECKLIST: SEE BELOWH. PROJECT CONTACT:MENAKA RAO 650 644 7631, I. LANDSCAPE DOCUMENTATION PACKAGE CERTIFICATION: " I agree to comply with the requirements of the water efficient landscape ordinance and submit a complete landscape documentation package"Owner's Signature:Date: 2. WATER EFFICIENT LANDSCAPE WORKSHEET D. HYDROZONE INFORMATION TABLE - SEE SHEETS L-2 E. WATER BUDGET CALCULATIONS MAWA AND ETWU- SEE SHEET L-3 3.SOIL MANAGEMENT REPORT BY OTHERS 4. LANDSCAPE DESIGN PLAN SEE SHEET L-1 5. IRRIGATION DESIGN PLAN SEE SHEET L-2 6. GRADING DESIGN PLAN SEE CIVIL ENGINEER PLAN SHEET LANDSCAPE DOCUMENTATION CHECKLIST 1. PROJECT INFORMATION- CHECK 2. WATER EFFICIENT LANDSCAPE WORKSHEET- CHECK 3. SOIL MANAGEMENT REPORT- DEFERRED 4. LANDSCAPE DESIGN PLAN-CHECK 5. IRRIGATION DESIGN PLAN- CHECK 6. GRADING DESIGN PLAN-CONSULT CIVIL RUSSELL STRINGHAM,408-886-4089AND CHECKLISTLANDSCAPE TYPE: NEW1EXISTING TREESSCREENING/LARGESHRUBS4 : 12WATERMETER DN2'-11" X7'-10"5'-2" X 2'-0"2'-4" X 2'-0"ELEC. METER GAS METER
GREAT ROOMKITCHEN & FAMILYSTAIRWELLBEDROOM / OFFICECLOSETENTRYUTILITYBEDROOMWET BARCLOSETCLOSET DECK2 OLE EUR 24box8 ROS TUS 5g2 OLE EUR 24box6 MYR AFR 5g6 BUX MIC 5g5 PER ATR 5g5 SAN ROS 5g6 CIS PUR 5g4 BUX MIC 5g7" step dwnGRAVEL WALKWAY6 ROS TUS 5g3 ICE ROS 5gADJACENT TWO STORYHOUSEADJACENT HOUSE3 BUX MIC 5g9 LAV STO 5gTRASHTRASHTRASH2 LIR MUS1gDRIVEWAYPAVERSMULCH8 HEL SEM 1g7 LAV MUN 5g10 LIR MUS 1g2 GAR AUG 5g8 FES CAL1g2 GAR AUG 5g4 EUO GRE 5g7 SAL MYS 5g2 CIT SAT 15gfire pitUTILITYOUTDOOR DININGdecorative urnBOU VIL as vine04'8'16'24'S C A L E1/8" = 1'-0"14 EUO GRE 5g11 LAV MUN 5g7 HEL SEM 1g10 SCA MAU 1gBOU VIL as vine13 THY SER 1gMULCH
1
(157.73
1
(157.71
1
:50.036
(50.03PAVERSDRIVEWAY built seating built fireplaceto detailoutdoor kitchen(deferred submission)trellis to detailto detail7 SAN ROS 5g6 BUX MIC 5g4 CIS PUR 5gLAWN4 SAL NEM 5gDRIVEWAY PAVERS6 LAV MUN 5g3 HEL SEM 1g7 THY SER 1g5 ACH MIL 1gLAWNGRAVELGRAVEL PAVERS114 new trees 24inch box size of 1Olea Europaea 'Swan hill' to be provided to satisfy landscaping code sec 11.06.090
Y STRAINER FOR ALL DRIP CIRCUITSMOUNT IN A SEPERATE PLASTIC BOX DOWN STREAM FROM THE VALVE.AGRIFIM MAXI-FLO BUBBLER 6 OUTLETS AT 10 GPH EACH OPERATING RANGE 20-80 PSI USE A Y-STRAINER DOWN STREAM FROM VALVE FOR EACH CIRCUIT (SEE IRRIGATION LEGEND FOR SIZE AND TYPE OF FILTER) USE 1/4" DISTRIBUTION TUBING ( .170" I.D. X .250" O.D.-POLY) USE SUPPORT STAKE #S6 AT END USE BUG PLUG #BP250IRRIGATION LEGENDZURN WILKINS REDUCED PRESSURE BACKFLOW PREVENTER 1 1/4"Y STRAINER WILKINS YSBR SERIES WITH A 100 MESH SCREEN (LINE SIZE) MOUNTAS PART OF THE BACK FLOW ASSEMBLY.RAINBIRD PEB SERIES ELECTRIC REMOTE CONTROL VALVE SIZE AS NOTED.PRESSURIZED WATER MAIN, PVC SCHEDULE 40, BURY 18" MIN.IRRIGATION LINE PVC CLASS 200, BURY 12" MIN.USE SLEEVES WHERE EVER IRRIGATION LINES MUST PASS UNDER PAVING, TO BE VALVE SIZEGALLONS PER MINUTECIRCUIT DESIGNATIONA-121"12-MAXIMUM RUN 8' - LINES SHALL NOT TEE. PROVIDE ONE LINE TO EACHSHRUB OR GROUND COVER, AND TWO TO EACH TREECOORDINATED ON SITE BY THE LANDSCAPE CONTRACTOR. SLEEVES SHALL BE 4" PVCSCHEDULE 40 BURY 18" MIN., EXTEND 6" BEYOND EDGE OF PAVINGQUICK COUPLING VALVE, RAINBIRD 44LRC 1", MOUNT IN A PLASTIC VALVE BOXWITH A COVER. EXACT LOCATIONS TO BE DETERMINED ON SITE.AIRRITROL MC-E (BLUE) SERIES WITH "CLIMATE LOGIC" ON SITE WIRELESSWEATHER SENSOR. 18 STATION. WEATHER BASED SMART CONTROLLER.RAINBIRD FMD SERIES LANDSCAPE IRRIGATION WATER SUB-METERFM150B 1 1/2" (1.54 TO 100 GPM) ALL IRRIGATION VALVES TO BE DOWNSTREAMM-1FROM THE SUB-METER TO MEASURE ALL IRRIGATION USED FOR LANDSCAPING.IRRITROL #FS-B150 1 1/2" LINE SIZE FLOW SENSOR TO BE USED WITH THE CONTROLLER.CONTRACTOR TO VERIFY COMPABILITY BETWEEN THE CONTROLLER AND THE FLOW SENSOR.AT POINT OF CONNECTION PROVIDE A MASTER SHUT OFF VALVE (ZURN-WILKINSMODEL 850XL FULL PORT BRONZE BALL VALVE 1 1/2") TO BE MOUNTED UPSTREAM FROMTHE BACKFLOW PREVENTER.PLAN IS DIAGRAMMATIC; THE EXACT LOCATION OF VALVES, LINES, HEADS, ETC., SHALL BELINES SHALL BE IN A COMMON TRENCH WHERE POSSIBLE. LINES AND SLEEVES TO BE INSTALLED UNDER PAVING SHALL BE SCHEDULE 40 PVC. THE LANDSCAPE CONTRACTOR IS RESPONSIBLE FOR LOCATING AND PROTECTING ALLUNDERGROUND UTILITIES. THE CONTRACTOR SHALL NOT OPERATE ANY HEAVY EQUIPMENTOVER UTILITY LINES AND SHALL HAND DIG ANY TRENCHES WITHIN 5' OF UTILITY LINES.THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO UTILITY LINES AT THEIRRIGATION SYSTEM WAS DESIGNED FOR A MAXIMUM OF 18 GPM AT 40 PSI WORKING PRESSURE (WORST CONDITION AT FURTHEST HEAD/DRIP UNIT. IRRIGATION CONT.TO VERIFY PRESSURE PRIOR TO CONSTRUCTION OF ANY PART OF THE IRRIGATION SYSTEM. IF WORKING PRESSURE IS GREATER THAN 75 PSI, CONSULT THE LANDSCAPEARCHITECT FOR USE OF A PRESSURE REGULATOR. IF WORKING PRESSURE IS LESS THAN40 PSI CONSULT LANDSCAPE ARCHITECT.THE WATER SOURCE FOR THE IRRIGATION SYSTEM SHALL BE PROTECTED FROM BACKFLOW BY A BACK FLOW PREVENTER (TO BE INSTALLED IN ACCORDANCEWITH CITY STANDARD DETAILS). ALL VALVE WIRING SHALL BE COPPER U.L. APPROVED FOR DIRECT BURIAL. CONNECT WIRES USING SPLICE-KOTE WIRE CONNECTORS. WIRE SIZE TO BE #12 AWG MIN. (RUNSLONGER THAN 1000 FT. SHALL BE #10 AWG) ONE SPARE CONTROL WIRE TO BE PROVIDEDTHROUGHOUT.ALL BACKFILL MATERIAL SHALL BE FREE OF ROCKS (OVER 3/4"), AND OTHER EXTRANEOUSMATERIALS, AND SHALL BE COMPACTED TO PREVENT SETTLING.AT JOB COMPLETION SUPPLY OWNERS WITH CONTROLLER KEYS, AND MANUFACTURERSPRODUCT INFORMATION.ALL IRRIGATION DETAILS SHALL BE CLOSELY FOLLOWED, AND ALL GOVERNING CODES SHALL THE DRIP IRRIGATION SYSTEM WAS DESIGNED TO PROVIDE ONE DISTRIBUTION LINE TO EACHSHRUB (LINES SHALL NOT BE TEED), AND TWO LINES FOR EACH TREE. THE IRRIGATION CONTRACTOR SHALL COORDINATE THE SPRINKLER HEAD/DRIP UNIT LOCATIONSAND QUANTITIES WITH THE PLANTING PLAN, AND PROVIDE PROPER IRRIGATION TO ALL PLANTMATERIALS SHOWN ON THE PLANTING PLANS. THE IRRIGATION CONTRACTOR SHALL TEST THE IRRIGATION SYSTEM PRIOR TO ANY BACK FILLING, AND SHALL CONTACT THE LANDSCAPEARCHITECT WITH ANY DESCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS.NO TRENCHING WITHIN THE DRIP LINE OF EXISTING TREES SHALL BE PERMITTED. IF IRRIGATION LINES MUST PASS THROUGH THE DRIP LINE OF EXISTING TREES, CONSULT THELANDSCAPE ARCHITECT.GREAT CARE SHALL BE GIVEN TO PREVENT DIRT FROM ENTERING THE IRRIGATION SYSTEMDURING CONSTRUCTION. FLUSH THE ENTIRE SYSTEM THOROUGHLY BEFORE INSTALLINGTHE MAXI FLO HEADS. ALL DRIP CIRCUITS SHALL HAVE A Y STRAINER AS INDICATED ONTHE IRRIGATION LEGEND.IRRIGATION NOTESI HAVE COMPLIED WITH THE CRITERIA OF WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM ACCORDINGLY FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLAN.SEE WATER BUDGET PREPARED FOR THIS SITE AND SUBMITTED WITH THIS DRAWING SET.THE IRRIGATION CONTROLLER SHALL BE WEATHER BASED, TO LIMIT WATERWASTE PER WELO 12.44.070C2. CONTROLLER MAY NOT RELY SOLELY ON TIME BASED SCHEDULING.IRRIGATION SPRAY HEADS SHALL BE PLACED AND ADJUSTED TO ,AND ADJUSTED TO PREVENT FOGGING AND MISTING. NOZZELS TO BE PRESSURE COMPENSATING.BE SATISFIED.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES.CHECK VALVES OR ANTIDRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINTDRAINAGE COULD OCCUR. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATIONCONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.DETERMINED IN THE FIELD. LINES SHALL BE IN A COMMON TRENCH WHERE POSSIBLE. THE ENTIRE IRRIGATION SYSTEM WILL BE WITHIN THE PROPERTY BOUNDARIES. THE LOCATION OF MAIN LINES, BACKFLOW, VALVES, ETC., ON THE DRAWINGS, IS SCHEMATIC.THE SUBMETER WILL BE USED TO MEASURE WATER USAGE FOR IRRIGATING THE LANDSCAPE.THE SUBMETER WILL BE PLACED BELOW GRADE. IRRIGATION TRENCHES SHALL ADHERE TO SETBACK REQUIREMENTS FROM THE OWTS.OR THE LICENSED LANDSCAPE CONTRACTOR OF THE PROJECTPREVENT OVERSPRAY ONTO PAVED AREA CONTRACTOR'S OWN EXPENSE.TORO 570Z 8'RADIUS (PROVIDE ARC AS NEEDED FOR PROPER COVERAGE)84 : 12WATERMETER DN2'-11" X7'-10"5'-2" X 2'-0"2'-4" X 2'-0"ELEC. METER GAS METER
GREAT ROOMKITCHEN & FAMILYSTAIRWELLBEDROOM / OFFICECLOSETENTRYUTILITYBEDROOMWET BARCLOSETCLOSET DECKTRASHTRASHTRASH04'8'16'24'S C A L E1/8" = 1'-0"1
(157.73
1
(157.71
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:50.036
(50.03A-11"7hydrozone 11"A-21"7hydrozone 21"1-1/2"
LOCATION OF MAIN LINE IS SCHEMATICLOCATION OF MAIN LINE IS SCHEMATICNEW WATER METERSTATIC WATERPRESSURE 76 PSIP.O.C. TO BE DETERMINEDDOMESTIC POTABLE WATERM-11-1/4"(refer civil plans for exact location)A-61"5hydrozone 61"A-71"9hydrozone 7A-31"9hydrozone 31"1"1-1/2"LOCATION OF MAIN LINE IS SCHEMATIC
A-41"4hydrozone 488888A-51"11hydrozone 5(lawn)888888A-81"7hydrozone 81"A-91"13hydrozone 9(lawn)81"
N.T.S.REMOTE CONTROL VALVE ENTIRE AREA OF BOXPEA GRAVEL#14 CONTROL WIRES W/SNAP-TITE CONNECTORSFIN GRADECLASS 200 PVC LATERALPVC FEMALE REDUCEREACH BOX EXCEPTABLE COVER, SET FLUSHSCHED. 40 PVC 90 DEG.ACCEPTABLE)SCHED. 80 PVC UNION (TYP)PVC MAIN LINESCHED. 40 PVC TEE (SST)SNAP-TITE CONNECTORSALL THREADED AREAS#12 GROUND WIRE W/ELL (STREET ELL NOTSCHED. 80 PVC NIPPLE (TYP)NOTES :SHALL BE HEAVILY COATEDW/ JOINT COMPOUND.ALL CONTROL WIRESLOOPED UP 3 FT. INTOIN CLUSTERS.PLASTIC BOX W/ LOCK-TO GRADE 1" MAX6" MIN6" MAX2" MINPROVIDE ONE SPARECONTROL WIRE 1.Irrigation scheduled for the plant establishment period would be 2 to 3 times a week for the first monthfollowed by twice a week for the following months for upto a year until the roots are well established.April - October: Twice a week with run time of 20 minutesNovember- March: Run time of 15 minutesThe system can be shut off on rainy days for the months of November to February. Additional watering byhand can be provided for extremely hot days.2. Irrigation scheduling for the established landscape would be as follows:For the second year of the landscape:May- September: twice a week with a run time of twenty minutesOctober- April:once a week with a run time of twenty minutesThe system can be shut off during the months of November to February assuming that rainfall provides the necessary irrigation.For the following years the landscape can be irrigated once a week.Once established, drought tolerant plants need to be watered only once in two weeks or on a need basis.Note: The above only acts as a guide. Irrigation schedules can be modified by home owner depending on actual weather and soil conditions.([LVWLQJIXOO\HVWDEOLVKHGSODQWVDQGWUHHVRQVLWHWKDWZHUHUHWDLQHGDUHWREHLUULJDWHGDVSHUDQµHVWDEOLVKHGODQGVFDSHVFKHGXOH¶Drought tolerant plants need to be regularly watered for the first two years until they are well established after which they can doquite well with watering them even twice a month.Water used for irrigation per month to be below the MAWA values as shown the water efficient table on sheet L4.The irrigation controller will be weather based as specified in the irrigation legend.The controller will receive real time weather information,and adjust the programmed watering schedule automatically based on local weather. This will restrict watering during times of precipitation and will help to conserve water.IRRIGATION SCHEDULELANDSCAPE DESIGN COMPLIANCE STATEMENTI HAVE COMPLIED WITH THE CRITERIA OF THE MODEL WATER EFFICIENT LANDSCAPEORDINANCE AND HAVE APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE IRRIGATION DESIGN PLANSignature02-24-23RUSSELL STRINGHAM LA #3091
A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR OF THE PROJECT. AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDCAPEPLANTING NOTESTHE PLANTING PLAN IS DIAGRAMMATIC ONLY. THE EXACT LOCATION OF PLANT MATERIAL THE CONTRACTOR SHALL VERIFY THAT THE SOIL TO BE PLANTED IS NATIVE, AND FREE FROM ANY FOREIGN MATERIALS OR SUBSTANCES, WITH A MINIMUM DEPTH OF 8 INCHESTILL ALL NEW PLANTING AREAS TO A DEPTH OF 8", AND REMOVE ALL WEEDS, STICKS, TO PLANT GROWTH.ALL NEW PLANTING AREAS SHALL RECEIVE A 3" LAYER OF WOOD RESIDUAL. TILL IN TO A DEPTH OF 6" AND FINE GRADE. ALL PLANT MATERIAL SHALL RECEIVE "AGRIFORM" FERTILIZER TABLETS AT THE TIME OF PLANTING, INSERTED IN THE BACKFILL MIX AT HALF THE DEPTH OF THE ROOTBALL.TABLET QUANTITIES AND SIZE AS INDICATED ON THE PLANTING DETAILS.AFTER FINE GRADING, AND PLANTING, (PRIOR TO TOP DRESSING WITH MULCH) A PRE-EMERGENT HERBICIDE SHALL BE APPLIED AT A RATE AND METHOD RECOMMENDED BY THE PRODUCT MANUFACTURER. SPREAD AS A TOP DRESSING, A 3" LAYER OF MULCH, IN ALL PLANTING AREAS FOR ADDITIONAL WEED CONTROL AND WATER RETENTION.ALL PLANT MATERIAL SUBSTITUTIONS SHALL BE APPROVED BY THE OWNERS OR THE LANDSCAPE ARCHITECT.ALL PLANTING DETAILS SHALL BE CLOSELY FOLLOWED, AND ALL LOCAL GOVERNING CODES SHALL BE MET.ALL PLANT MATERIALS SHALL BE IN A HEALTHY, VIGOROUS, AND DISEASE FREE CONDITION. THE PLANT SIZE SHALL BE PROPORTIONAL TO THE CONTAINER SIZE SPECIFIED. PLANTS NOT MEETING THESE REQUIREMENTS WILL BE REFUSED, EVEN IF PLANTED.IT IS THE RESPONSIBILITY OF THE OWNER TO SUBMIT LANDSCAPE PLANS TO THEGOVERNING MUNICIPALITY FOR APPROVALOF THE PLANS, AND TO OBTAIN BUILDING PERMITS. TO THE PLANS NEED TO BE MADE, THE OWNER SHALL RETURN THE PLANS, WITH THECITY REVIEW COMMENTS FOR REVISIONS. FINAL APPROVAL MUST BE OBTAINED FROMTHE GOVERNING MUNICIPALITY PRIOR TO THE BEGINNING OF ANY CONSTRUCTION.OF NON COMPACTED TOPSOIL.I HAVE COMPLIED WITH THE CRITERIA OF THE WATER CONSERVATION IN LANDSCAPING ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN.FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A SURVEY MAP BY SMP ENGINEERS DATED JANUARY 26, 2023. REGARDING ALL EXISTING TREE SPECIES, HEIGHT, CONDITION, LOCATIONS, TREE PROTECTION, SHALL BE DETERMINED ON SITE. THE EXACT LOCATION OF PLANTS ONSITE WILL ADHERE TONO ARBORIST REPORT WAS PROVIDED AT THIS TIME. A MINIMUM OF 3-INCH LAYER OF MULCH SHALL BE APPLIED ON EXPOSED SOIL SURFACES OFPLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECTSEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED.RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1000 SQ FT OF PERMEABLE AREA SHALLBE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL.SETBACK REQUIREMENTS FROM THE OWTS.OVER 1/2 INCH DIAMETER AND ANY OTHER MATERIAL THAT WOULD BE HARMFUL TON.T.S.ELEVATIONPLANTREE PLANTING4-PLY 1" X 24" RUBBER TIESNAILED TO STAKEPVC PIPE W/ STYRENE2 TABLETS6 TABLETS10 TABLETS24" BOXOR LARGER1" X 4" RWDTREE1 1/4" GALV. ROOFING NAIL(1 EACH END)FERTILIZER TABLETS3" DEPTH BARK MULCH1 GAL2 OR 5 GAL15 GAL3 TABLETSDRAIN GRATE COVER1" X 4" ROUGH REDWOOD W/PREVAILING WIND SIDE)SETTLE TO FINISH GRADEALLOW ROOT BALL TOSCARIFY SIDESFIN GRPINE STAKEINSTALLED W/ A TWIST &RUBBER TIES PLACED6" MAX BELOW MAIN FORKOR BRANCH, INSTALLED W/(2) 2" DIA LODGE POLEA TWIST & NAILED TO STAKEPINE STAKES - 15 GAL ORSMALLER , (2) 3" DIA24" OR LARGERLODGE POLE PINE STAKES -(2) 2" GALV NAILS EACH CONNECTION (LOCATE ON 4" DIA X 3' L PERFORATEDBACK FILL MIX(VARIES) 2'-0" MIN
2 X CONTAINER
TO BOTTOM OF CROTCH
(VARIES) 2'-0" MIN
HALFWAY TO FORK MAX
4" MIN BERM ABOVE GRADE
1'-6" MIN2 X CONTAINER(NO BERM IN TURF AREA)
6" MIN
1'-6" MIN(TYP)2" MINPREVAILING WIND3" BERMALLOW ROOT BALL TOSETTLE TO FINISH GRADE5 GC15 GC2 TABLETS3 TABLETS TABLETSGCFIN GR11FOOT TAMP3" DEEP MULCHBACKFILL MIX 21 GRAM PLANT TABLET6"6"SHRUB PLANTINGN.T.S.APPLICABLE CODESSCOPE OF WORKWork Hours and ParkingNoiseIF ANY CHANGES OR ADDITIONSSUBMIT A SAMPLE FOR APPROVAL.
2'-2"8'-4"2'-2"eq'eq1'-6"1'-6"EQ.EQ.EQ.EQ.
2'-6"12"X12" CONCRETE CLAD WITH STONE COLUMN4"X4" CEDAR PURLINSSECTION1A12"X12" CONCRETE CLAD W/ STONE COLUMN4"X4" CEDAR PURLINS8"X10" CEDAR BEAM8"X10" CEDAR BEAMTRELLIS PLAN VIEW1AWALL WITHBUILT IN FIRE PLACE9'-0"TRELLIS BUILT INTOADU WALLOUTDOOR DINING PLAN VIEW OF TRELLIS AND FIREPLACE1BTRELLISBUILT IN SEATINGBUILT IN FIRE PLACEELEVATION - OPTION 1BTRELLIS STONE COLUMNCAST LIMESTONE SHELF 6" thickTHIN VENEER LIMESTONE CLADDINGBUILT WITH 6" THICK CMU BLOCKSrefer structural for detailsFIREPLACESTONE SLAB FOR SEATINGELEVATION - OPTION 2BTRELLIS STONE COLUMNWOODEN MANTLEFIREPLACEPATTERNED TILE CLADDING2'-6"20'-0"8"X10" CEDAR BEAMS9'-10"TV/ MIRRORCLCLFOR DESIGN INTENT ONLY, NOT FOR CONSTRUCTION
EXISTING FLOOR PLAN
SC : 1/4" = 1'-0"
2
EXISTING FLOOR PLAN - MAIN HOUSE
SC : 1/4" = 1'-0"
1
1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
GRAPHIC SCALE :
DN
REF.D12-2668
W06-4444W04-2334W04-2334W01-110210W08-26310W03-25310W03-25310
W03-25310
W03-25310W02-2530W03-25310W03-25310D18-2668
W05-3035W07-4462 D19-4468D13-3568D06-2868D09-2868D03-26684068
D20-2668 D07-2268D17-2868D04-2468D15-2868
D17-2868
D08-2468D01-2468
D02-1568D07-2268D05-2668
D06-2868D04-2468
D16-2868D14-246840681'-4"2'-5"7'-3"5'-6"2'-6"0'-7"
6'-0"4'-4"5'-8"
16'-0"
31'-9"
1'-7"2'-6"1'-2"
5'-3"
2'-0"3'-5"0'-10"
6'-3"4'-3"1'-5"2'-5"2'-11"3'-0"2'-6"2'-11"0'-8"1'-10"0'-11"2'-4"2'-3"0'-5"2'-3"2'-8"3'-10"4'-4"4'-3"1'-6"5'-0"1'-0"4'-8"2'-6"3'-0"2'-8"6'-9"8'-5"3'-5"9'-11"12'-5"20'-4"61'-3"1'-4"1'-4"2'-5"3'-3"2'-5"1'-0"3'-5"2'-5"1'-8"1'-4"2'-5"9'-11"4'-6"2'-5"10'-5"7'-6"13'-8"3'-9"61'-3"8'-0"4'-4"8'-0"20'-4"2'-11"2'-5"1'-2"
6'-6"5'-8"11'-0"8'-7"
31'-9"
5'-1" X 11'-2"
15'-1" X 12'-0"
10'-8" X 12'-6"
5'-0" X 3'-4"
11'-6" X 13'-0"
8'-7" X 7'-1"
15'-1" X 19'-9"
11'-5" X 5'-2"
11'-6" X 10'-1"
3'-9" X 21'-9"
2'-0" X 2'-5"
3'-7" X 4'-2"
15'-1" X 9'-7"
6'-7" X 2'-4"
3'-7" X 2'-0"
3'-0" X 2'-3"4'-6" X 3'-0"
3'-6" X 3'-5"
3'-2" X 2'-3"
3'-0" X 1'-8"
2'-9" X 6'-6"ELEC. METERGAS METERBATH
BEDROOM
CLOSET
HALL
CLOSET
CLOSET
BEDROOM
CLOSET
CLOSET
HALL
LIVING
KITCHEN
CLOSET
BATH
HALL
CLOSET
CLOSET
CLOSET
LIVING
BEDROOM
STAIRWELL
ATTIC ACCESS
8' CEILING HEIGHT
8' CEILING HEIGHT
8' CEILING HEIGHT
8' CEILING HEIGHT
8' CEILING HEIGHT
8' CEILING HEIGHT
WHUP
4'-2"22'-4"
26'-6"17'-2"13'-2"30'-4"30'-4"26'-6"FUR.WA.DR.NORTH
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
LEGEND:
EXISTING WALL TO BE REMOVED
EXISTING WALL TO STAY
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
EXISTING FLOOR
PLANS
RA-01.01
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
EXISTING FRONT (SOUTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
1
EXISTING REAR (NORTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
2
EXISTING RIGHT (SOUTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
3
EXISTING LEFT (NORTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
4
D18-2668
W07-4462
D18-2668
W07-4462
Electrical MeterD18-2668
W07-4462
Gas Meter
D13-3568D13-3568D13-3568
EXISTING SHINGLE ROOF
4
12
4
12
4
12
4
12
1'-9"8'-0"14'-2"6'-2"1'-2"16'-7"F.F.
8' PLATE HT.
ABOVE F.F.
NATURAL GRADE LINE
21" ABOVE NGL
STUCCO
F.F.
14" ABOVE NGL
AVERAGE TOP OF CURB (28.12')
16'-7" TOP HT. (44.75')
ABOVE AVE. TOP
OF CURB (28.12')
D18-2668
W07-4462
D18-2668
W07-4462
Electrical MeterD18-2668
W07-4462
Gas Meter
D13-3568D13-3568D13-3568
W03-25310W03-25310
D12-2668
W03-25310
D12-2668
W03-25310
D12-2668
EXISTING SHINGLE ROOF
4
12
4
12
4
12
4
12
1'-9"8'-0"14'-2"6'-2"16'-7"F.F.
8' PLATE HT.
ABOVE F.F.
NATURAL GRADE LINE
21" ABOVE NGLSTUCCO
AVERAGE TOP OF CURB (28.12')
16'-7" TOP HT. (44.75')
ABOVE AVE. TOP
OF CURB (28.12')
W03-25310W03-25310
D12-2668
W03-25310
D12-2668
W03-25310
D12-2668
W02-2530
W03-25310W03-25310
D19-4468
W03-25310
4
12
4
12
4
12
4
12
4
12
4
12
EXISTING SHINGLE ROOF
1'-9"8'-0"14'-2"6'-2"1'-2"16'-7"F.F.
8' PLATE HT.
ABOVE F.F.
NATURAL GRADE LINE
21" ABOVE NGLSTUCCO
F.F.
14" ABOVE NGL
AVERAGE TOP OF CURB (28.12')
16'-7" TOP HT. (44.75')
ABOVE AVE. TOP
OF CURB (28.12')
W02-2530
W03-25310W03-25310
D19-4468
W03-25310
W01-110210
W08-26310W03-25310
W06-4444
W04-2334
W05-3035
Gas Meter
Electrical Meter
Gas Meter
EXISTING SHINGLE ROOF
4
12
4
12
4
12
4
12
4
12
1'-4"8'-0"6'-2"14'-2"16'-7"F.F.
8' PLATE HT.
ABOVE F.F.
NATURAL GRADE LINE
21" ABOVE NGL
STUCCO
AVERAGE TOP OF CURB (28.12')
16'-7" TOP HT. (44.75')
ABOVE AVE. TOP
OF CURB (28.12')
W01-110210
W08-26310W03-25310
W06-4444
W04-2334
W05-3035
Gas Meter
Electrical Meter
Gas Meter
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
RA-02.01
EXISTING
ELEVATIONS
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
EXISTING FLOOR PLAN - DETACHED ADU
SC : 1/4" = 1'-0"
1
EXISTING FRONT (SOUTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
2
EXISTING REAR (NORTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
3
EXISTING RIGHT (SOUTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
4
EXISTING LEFT (NORTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
5
NORTH
1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
GRAPHIC SCALE :D/WREF.WHD28-24682868
D36-3068
W13-6046
D17-2868
D35-3868
W11-3046
D37-2868
D27-3068
10'-2"0'-0"0'-1"5'-8"6'-0"2'-1"3'-0"1'-2"
17'-11"16'-2"16'-2"3'-8"10'-3"5'-2"35'-3"2'-3"3'-0"2'-0"1'-1"2'-8"5'-1"0'-11"
0'-10"7'-3"8'-10"0'-11"
17'-10"5'-1"10'-3"5'-5"14'-5"35'-2"2'-6"2'-4"1'-3"1'-0"
3'-2"3'-0"5'-8" X 3'-0"7'-7" X 5'-0"
17'-3" X 15'-9"
6'-7" X 4'-9"
GREAT ROOM
BATH CLOSET
UTILITY
WA.
9'-9" CEILING HEIGHT
8'-6" CEILING HEIGHT
9'-0" CEILING HEIGHT
EGRESS
MOTION
SENSOR
MOTION
SENSORNEW 100 AMP.ELEC. METERMOTION
SENSOR
COOLING&HEATING UNIT
HVAC-UNIT
HVAC-UNIT
D10-15080D10-15080D10-15080
4
12
4
12
EXISTING SHINGLE ROOF
PROPERTY LINEPROPERTY LINE
9'-9"3'-7"13'-4"1'-11"29'-11"
13'-4" TOP HT.
9'-9" PLATE HT.
ABOVE N.G.
NATURAL GRADE LINE
STUCCO
ABOVE N.G.
D10-15080D10-15080D10-15080
W10-2236
D21-3068D21-3068
4
12
4
12
EXISTING SHINGLE ROOF
PROPERTY LINE PROPERTY LINE
9'-9"3'-7"13'-4"1'-6"2'-10"
1'-11"
29'-11"
13'-4" TOP HT.
9'-9" PLATE HT.
NATURAL GRADE LINE
STUCCO
BOARD & BATTEN
ABOVE F.F.
ABOVE F.F.
F.F.
18" ABOVE NGL
W10-2236
D21-3068D21-3068
4
12
4
12
EXISTING SHINGLE ROOF
EXISTING FLAT ROOF
PROPERTY LINE13'-4"8'-6"9'-9"1'-6"13'-4"3'-7"9'-6"12'-2"
NATURAL GRADE LINE
NATURAL GRADE LINE
13'-4" TOP HT.
9'-9" PLATE HT.
ABOVE N.G.
8'-6" TOP HT.
F.F.
18" ABOVE NGL
ABOVE F.F.
9'-6" TOP HT.
ABOVE F.F.
STUCCO BOARD & BATTEN
D21-3068
W09-2036
D21-3068
EXISTING FLAT ROOF
4
12
4
12
EXISTING FLAT ROOF
4
12
4
12
EXISTING SHINGLE ROOF
PROPERTY LINE
9'-9"3'-7"13'-4"8'-6"9'-6"1'-6"4'-10"13'-4"12'-2"
BOARD & BATTEN
STUCCO
BOARD & BATTEN
NATURAL GRADE LINE
NATURAL GRADE LINE
13'-4" TOP HT.
9'-9" PLATE HT.
ABOVE N.G.
8'-6" TOP HT.
F.F.
18" ABOVE NGL
ABOVE F.F.
9'-6" TOP HT.
ABOVE F.F.
D21-3068
W09-2036
D21-3068
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
R A-02.02
EXISTING PLAN
& ELEVATIONS (ADU)
LEGEND:
EXISTING WALL TO STAY
05.24.2023 S.B.PLN02
1 HOUR FIRE-RATED WALL
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
1/4'' = 1'
SMA
PROPOSED 1ST FLOOR PLAN
SC : 1/4" = 1'-0"
1
PROPOSED BASEMENT
SC : 1/4" = 1'-0"
2
1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
GRAPHIC SCALE :
DN
D/W
W05-5040W04-60665080D17-2880D15-14080
W08-4646
W08-4646W06-3060D01-2480W02-30465080
W09-3030D09-2880D16-2480D13-3080D10-2680D06-2880D05-4668
D07-10080
W01-3030
D12-3080D11-1680
UP
E2E25'-5"3'-0"3'-9"0'-6"1'-6"0'-4"3'-0"0'-9"0'-7"6'-0"
2'-11"14'-8"8'-2"2'-7"1'-10"1'-10"1'-4"1'-3"1'-11"
4'-0"2'-0"2'-0"2'-6"14'-4"0'-11"3'-6"2'-9"16'-2"1'-0"1'-3"3'-0"0'-9"
5'-0"4'-10"11'-10"6'-1"4'-4"
32'-1"2'-9"5'-0"3'-1"6'-9"8'-2"8'-7"7'-2"10'-10"8'-5"12'-2"62'-1"3'-2"3'-0"1'-4"1'-11"3'-0"30'-4"4'-6"1'-9"9'-1"4'-0"7'-6"41'-6"62'-1"2'-5"4'-6"5'-2"14'-0"2'-8"
28'-9"3'-4"
32'-1"5'-0"1'-3"6'-0"1'-3"
1'-0"1'-0"4'-2"8'-0"18'-2"
19'-7"40'-10"28'-1"3'-4"22'-11"3'-11"11'-5"
15'-10"2'-9"4'-7"2'-9"3'-8"11'-1"1'-0"10'-6"11'-5"
6'-1"
1'-0"19'-7"1'-0"1'-0"8'-3"2'-11" X 7'-10"
3'-8" X 7'-1"6'-0" X 11'-1"
2'-11" X 6'-1"
4'-7" X 8'-0"
15'-10" X 16'-2"
11'-0" X 2'-4"
28'-2" X 23'-1"
2'-4" X 3'-2"
11'-5" X 10'-6"
19'-8" X 17'-9"
3'-8" X 3'-8"
5'-2" X 2'-0"
KITCHEN & DINING
STAIRWELL
BEDROOM / OFFICE
CLOSET
BATH
CLOSET
POWDERENTRY
9' CEILING HEIGHT
9' CEILING HEIGHT
9' CEILING HEIGHT
9' CEILING HEIGHT FIREPLACEWET BARPANTRY
CLOSET CLOSET
A-03.01AB
A-03.01 A-03.01AB
A-03.01
COOLING UNIT
AC-UNIT
TMP TMP/OBSCURETMP/OBSCURE
TMP
EGRESSEGRESSARCH
FAMILY
9' CEILING HEIGHT
ELEC. METERGAS METERSHELVES SHELVES
BEDROOM
MAX. RISE=7 3/4"
NOSING=0.75"
MAX. RISE=7 3/4"
NOSING=0.75"WHUP
4'-2"22'-4"
26'-6"17'-2"13'-2"30'-4"30'-4"26'-6"FUR.WA.DR.A-03.01AA-03.01AB
A-03.01
B
A-03.01
NORTH
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
EXISTING WALL TO STAY
NEW CONSTRUCTION WALL
EXISTING WALL TO BE REMOVED
LEGEND:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
A -01.01
PROPOSED
FLOOR PLAN
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
1- BASEMENTS (EXCEPT THOSE ONLY FOR MECHANICAL EQUIPMENT AND NOT OVER
200 SQFT IN FLOOR AREA), HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL
HAVE AT LEAST ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. R310.1
a.MIN. NET CLEAR OPENABLE DIMENSION OF 24 INCHES IN HEIGHT. R310.1.2
b.MIN. NET CLEAR OPENABLE DIMENSION 20 INCHES IN WIDTH. R310.1.3
c.MIN. NET CLEAR OPENABLE DIMENSION OF 5.7 SQFT IN AREA. GRADE FLOOR
OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5 SQFT. 310.1.1
d.THE HEIGHT OF BOTTOM OF EMERGENCY EGRESS OPENING SHALL HAVE NOT
MORE THAN 44 INCHES MEASURED FROM THE FLOOR. 310.2.2
2- FOR KITCHEN, A CLEAR PASSAGEWAY OF NOT LESS THAN 3-FEET BETWEEN THE
COUNTER FRONTS AND APPLIANCES OR COUNTER FRONTS AND WALLS. CRC R311
3- SHOWER COMPARTMENTS AND WALL ABOVE BATHTUBES WITH INSTALLED SHOWER
HEADS SHALL BE FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO THE
HEIGHT NOT LESS THAN 72 INCHES(6 FT). CRC R307.2
4- THE DOOR BETWEEN GARAGE AND ENTRY REQUIRED TO BE SELF LATCHING AND
SELF CLOSING, SOLID CORE DOOR NOT LESS THAN 1-3/8 INCH THICK.
5- THE MAXIMUM RISER HEIGHT CAN BE 7.75-INCHES. MINIMUM TREAD DEPTH CAN BE
10-INCHES. FOR ANY TREAD DEPTH LESS THAN 11-INCHES, A NOSING OF NOT LESS
THAN 0.75-INCHES, BUT NOT MORE THAN 1.25-INCHES SHALL BE PROVIDED.
6- DOORS AND PANELS OF SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY
TEMPERED, LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC R308.6.2
GLAZING IN SHOWERS OR BATHTUB ADJACENT WALL OPENINGS WITHIN 60 INCHES
ABOVE A STANDING SURFACE AND DRAIN INLET SHALL BE FULLY TEMPERED,
LAMINATED SAFETY GLASS OR APPROVED PLASTIC. CRC R308.5
7- GLAZING IN AN INDIVIDUAL FIXED OR PORTABLE PANEL ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN A 24-INCH ARC OF
EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE
BOTTOM EXPOSED EDGE OF GLAZING IS LESS THAN 60-INCHES ABOVE THE WALKING
SURFACE SHALL BE FULLY TEMPERED, LAMINATED SAFETY GLASS OR APPROVED
PLASTIC ( I.E. SIDE LIGHT AT NEW MAIN ENTRY DOOR) . CRC R308.4.2
8- MINIMUM 36" DEEP LANDING IN THE DIRECTION OF TRAVEL AT NEW EXTERIOR
DOORS SHALL BE PROVIDED. LANDING TO BE NOT MORE THAN 7-¾ INCHES LOWER
THAN THE DOOR'S THRESHOLD FOR IN-SWINGING AND SLIDING GLASS DOORS AND
NOT MORE THAN 7" FOR IN-SWINGING AND MAIN ENTRY DOOR.
9- NEW ENTRY DOOR SHALL BE OPENABLE FROM THE INSIDE OF THE DWELLING
WITHOUT USE OF KEY, SPECIAL KNOWLEDGE OR EFFORT. CRC SEC. R311.2
10- 1/2" GYPSUM BOARD FROM FOUNDATION TO ROOF SHEATHING TO BE INSTALLED
ON THE GARAGE SIDE AT SEPARATION WALL BETWEEN GARAGE AND RESIDENCE.
(GARAGE MUST BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA) CRC SEC.
R302.6 AND TABLE R302.6
5/8" TYPE "X" GYP. BOARD FINISH ON THE GARAGE SIDE OF THE WALL IS REQUIRED.
ALSO THE GARAGE SHALL BE SEPRATED FROM THE DWELLING SPACE ABOVE, BY 5/8''
TYPE ''X'' GYP AT THE CEILING.
11- BATHROOMS & KITCHEN:
11.1- 22" MIN SHOWER DOOR CLEARANCE.
11.2- TEMPER GLAZING FOR THE SHOWER DOOR AND SLIDING WINDOWS.
CEMENT BOARD SUBSTRATE FOR SHOWER WALLS.
11.3- LAVATORY FAUCETS TO HAVE A FLOW RATE OF NO MORE THAN 1.2 GPM OR LESS
AT 60 PSI AND NOT LESS THAN 0.8 GPM OR LESS AT 20 PSI. (CALGREEN 4.303.1)
11.4- WATER CLOSETS TO HAVE A FLOW RATE OF 1.28 GALLONS/FLUSH OR LESS.
(CALGREEN 4.303.1)
11.5 -CEMENT BOARD SUBSTRATE (IE. DUROCK OR WONDERBOARD,ETC) FOR TILE
APPLICATION SURROUNDING THE BATH TUB WALLS .
11.6- KITCHEN FAUCETS TO HAVE A FLOW RATE OF 1.8 GPM OR LESS AT 60 PSI.
(CALGREEN 4.303.1)
11.7- SHOWER HEAD TO HAVE A FLOW RATE NOT TO EXCEED OF 1.8 GPM AT 80 PSI.
(CALGREEN 4.303.1)
BUILDING NOTES:
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
NEW ADDITION
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
PROPOSED 2ND FLOOR PLAN
SC : 1/4" = 1'-0"
1
PROPOSED ROOF PLAN
SC : 1/4" = 1'-0"
2
DN
D25-5068
D21-6668D22-2868D20-2468D21-6668
W12-6040W17-5050W12-6040D24-2868D23-2868W11-2640W11-2640W11-2640W11-2640W10-3030D19-2468W14-3030W13-2630D27-8068 W15-3630
W16-3040W16-3040D28-2468D26-24682'-2"3'-0"3'-7"3'-2"2'-6"0'-5"2'-4"6'-0"2'-1"7'-1"1'-0"
1'-3"2'-5"1'-3"3'-6"0'-11"
7'-9"4'-0"7'-10"4'-0"3'-6"3'-6"
1'-3"1'-3"3'-7"2'-6"5'-3"6'-0"0'-6"
11'-9"4'-9"10'-5"
31'-6"
4'-7"0'-8"2'-6"7'-10"2'-6"0'-5"2'-3"13'-11"3'-0"6'-1"8'-7"8'-9"42'-7"5'-6"3'-6"1'-2"
10'-2"15'-5"
30'-2"
4'-7"0'-8"3'-0"9'-10"3'-0"0'-7"1'-4"5'-0"1'-5"1'-1"3'-0"1'-5"0'-5"2'-6"6'-2"2'-6"0'-8"17'-1"7'-9"5'-6"12'-3"42'-7"5'-2"4'-4"
11'-9"1'-0"1'-0"1'-0"1'-0"
1'-0"1'-0"13'-6"2'-9"11'-4"2'-8"
2'-7"5'-2"2'-6"2'-6"2'-6"3'-4"
7'-6"
7'-10"3'-7"10'-5"6'-0"9'-6"8'-2"2'-6"2'-11"2'-8"16'-8"15'-0"
3'-6"
11'-4" X 11'-10"
5'-0" X 5'-2"
10'-6" X 6'-0"
10'-10" X 7'-1"
15'-0" X 16'-8"
11'-10" X 13'-6"
2'-4" X 7'-6"
7'-10" X 7'-1"
7'-5" X 2'-4"
9'-6" X 8'-2"
15'-10" X 4'-5"
9'-6" X 8'-2"
LAUNDRY
MASTER BEDROOM
STAIRWELL
BATH
BEDROOM
BEDROOM
CLOSET
CLOSET
HALL A-03.01AA-03.01AB
A-03.01
B
A-03.01
EGRESSTMP/OBSCURETMPWA.DR.
8' CEILING HEIGHT
8' CEILING HEIGHT
VAULTED CEILING
8' CEILING HEIGHT
TMP/EGRESS TMP/OBSCURE
8' CEILING HEIGHT
MASTER BATH
SKY L.
30" X 30"
WALK-IN CLOSET
BALCONY
70 SQF.
8' CEILING HEIGHT
8' CEILING HEIGHT
EGRESS TMP/OBSCURENORTH
4 : 12
4 : 124 : 124 : 124 : 124 : 124 : 124 : 124 : 12D.S.
W / SPLASH BLOCK
IF NEEDED
D.S.
W / SPLASH BLOCK
IF NEEDED
D.S.
W / SPLASH BLOCK
IF NEEDED
1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
GRAPHIC SCALE :4 : 124 : 124 : 12
4 : 12
4 : 12 4 : 124 : 12D.S.
W / SPLASH BLOCK
IF NEEDED
D.S.
W / SPLASH BLOCK
IF NEEDEDSKY L.
30" X 30"
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
PROPOSED 2ND FLOOR
PLAN / ROOF PLAN
A-01.02
NEW CONSTRUCTION WALL
LEGEND:
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
1/4'' = 1'
SMA
PROPOSED FRONT (SOUTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
1
PROPOSED REAR (NORTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
2
TYPICAL WINDOW DETAIL
SC : N.T.S.
3
W01-3030
Electrical Meter
Gas Meter
W12-6040 W12-6040
W04-6066
D12-3080D11-1680
W12-6040 W12-6040
W04-6066
D12-3080D11-1680
4
12
4
12
4
12
4
12
4
12
4
12
4
12
4
12
1'-9"9'-0"1'-4"23'-2"12'-0"7'-6"7'-6"12'-8"5'-0"10'-0"11'-9"2'-5"25'-7"4'-2"2'-8"4'-2"2'-8"3'-2"3'-2"3'-2"3'-2"1'-0"1'-0"12'-0"45°45°NATURAL GRADE LINE
AVERAGE TOP OF CURB (28.12')AVERAGE RIGHT SIDE ELEVATION (27.18')
AVERAGE LEFT SIDE ELEVATION (26.76')
F.F.
2ND FLOOR F.F.
F.F. (30.55')
9' PLATE HT.
ABOVE F.F.
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE N.G.
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
12' VERTICAL LINE FROM NATURALGRADE AT PROPERTY LINE12'-8" FROM PROPERTY LINE
TO THE EXTERIOR WALL
12' VERTICAL LINE FROM NATURALGRADE AT PROPERTY LINE5' FROM PROPERTY LINE
TO THE EXTERIOR WALL
NEW STUCCO
NEW STUCCO
6' HT. WOOD
FENCE
6' HT. WOOD
FENCE
10' PLATE HT.
ABOVE F.F.11'-9" ENTRY HEIGHT FROMNATURAL GRADE TO TOP PLATENEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
TUSCANY SERIES V400
WINDOW GRILLES ARE
SIMULATED DIVIDED
LIGHT BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
SKYLIGHT: 30'' X 30''
SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A
LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS
OF AAMA/WDMA/ CSA 101/I.S.2/A440. [CRC §R308.6.9]
CRICKET OR SADDLE COVERINGS SHALL BE
CORROSION-RESISTIVE SHEET METAL OR
OF THE SAME MATERIAL AS THE ROOF
COVERING. PER CRC R903.2.2 (MIN. 1/4"
PER FT SLOPE IS REQUIRED)
EXTERIOR LIGHTING
3'-4"3'-9"2'-5"ALUMINUM CLAD WOOD
WINDOWS WITH SIMULATED
TRUE DIVIDED LITES
MAX. RISE=7 3/4"
NOSING=0.75"
W01-3030
Electrical Meter
Gas Meter
W12-6040 W12-6040
W04-6066
D12-3080D11-1680
W12-6040 W12-6040
W04-6066
D12-3080D11-1680
D27-8068
W15-3630
D15-14080
W08-4646
D27-8068
W15-3630
D15-14080
Outdoor Compressor Unit
4
12
4
12
4
12
4
12
1'-9"9'-0"1'-4"8'-0"23'-2"4'-10"7'-6"7'-6"5'-0"12'-0"25'-7"12'-8"12'-0"3'-10"3'-2"3'-8"45°45°AVERAGE TOP OF CURB (28.12')AVERAGE RIGHT SIDE ELEVATION (27.18')
AVERAGE LEFT SIDE ELEVATION (26.76')
F.F.
2ND FLOOR F.F.
F.F.(30.55')
9' PLATE HT.
ABOVE F.F.
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE N.G.12' VERTICAL LINE FROM NATURALGRADE AT PROPERTY LINE12' VERTICAL LINE FROM NATURALGRADE AT PROPERTY LINE5' FROM PROPERTY LINE
TO THE EXTERIOR WALL
12'-8" FROM PROPERTY LINE
TO THE EXTERIOR WALL
NEW STUCCO
NEW STUCCO
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
ALUMINUM CLAD WOOD
WINDOWS WITH SIMULATED
TRUE DIVIDED LITES
TUSCANY SERIES V400
WINDOW GRILLES ARE
SIMULATED DIVIDED LIGHT
BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
SKYLIGHT: 30'' X 30''
SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A
LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS
OF AAMA/WDMA/ CSA 101/I.S.2/A440. [CRC §R308.6.9]
6' HT. WOOD
FENCE
6' HT. WOOD
FENCE
EXTERIOR
LIGHTING
EXTERIOR
LIGHTING
EXTERIOR
LIGHTING
EXTERIOR
LIGHTING
D27-8068
W15-3630
D15-14080
W08-4646
D27-8068
W15-3630
D15-14080
Outdoor Compressor Unit
3/4'' X 2 1/2"
3/4'' X 2 1/2''
WINDOW EXTERIOR
GRADE TRIM
CAULKING PER SIDING
MANUFA CTURE'S SPEC.
P L Y W O O D
SHEA THING
STUCCO
WINDOW UNIT
X1
----
X1
----
WINDOW TRIM:
A) PRIME PINE.
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
A -02.01
PROPOSED ELEVATIONS /
TYPICAL WINDOW DETAIL
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
1. EXTERIOR LIGHTING ON ALL RESIDENTIAL AND COMMERCIAL PROPERTIES
SHALL BE DESIGNED AND LOCATED SO THAT THE CONE OF LIGHT AND/OR
GLARE FROM THE LIGHTING ELEMENT IS KEPT ENTIRELY ON THE PROPERTY
OR BELOW THE TOP OF ANY FENCE, EDGE OR WALL.
2. ON ALL RESIDENTIAL PROPERTIES EXTERIOR LIGHTING OUTLETS AND
FIXTURES SHALL NOT BE LOCATED MORE THAN NINE (9) FEET ABOVE
ADJACENT GRADE OR REQUIRED LANDING; WALLS OR PORTIONS OF WALLS
SHALL NOT BE FLOODLIT; ONLY SHIELDED LIGHT FIXTURES WHICH FOCUS
LIGHT DOWNWARD SHALL BE ALLOWED, EXCEPT FOR ILLUMINATED STREET
NUMBERS REQUIRED BY THE FIRE DEPARTMENT.
3. VARIANCES TO THE PROVISIONS OF THIS SECTION MAY BE APPROVED BY
THE PLANNING COMMISSION, PURSUANT TO THE PROVISIONS OF CHAPTER
25.16 OF THIS CODE, EXCEPT THAT NOTICE OF THE APPLICATION FOR THE
VARIANCE SHALL ONLY BE GIVEN TO PROPERTY OWNERS WITHIN FIFTY FEET.
4. THIS SECTION SHALL NOT APPLY TO SIGNS HAVING AN APPROVED PERMIT
FOR AN ILLUMINATED SIGN PURSUANT TO TITLE 22 OF THIS CODE.
EXTERIOR LIGHTING NOTES:
SMA
PROPOSED RIGHT (SOUTH-EAST) ELEVATION
SC : 1/4" = 1'-0"
3
PROPOSED LEFT (NORTH-WEST) ELEVATION
SC : 1/4" = 1'-0"
4
W11-2640W11-2640
W13-2630
W06-3060
W09-3030
W11-2640W11-2640
W13-2630 W14-3030
W08-4646
W14-3030
Outdoor Compressor Unit
4
12
4
12
4
12
4
123'-5"1'-9"9'-0"1'-4"8'-0"4'-10"25'-7"2'-8"2'-8"3'-8"10'-0"2'-5"23'-2"11'-9"3'-8"AVERAGE TOP OF CURB (28.12')
F.F. (30.55')
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE NGL
F.F.
2ND FLOOR F.F.
9' PLATE HT.
ABOVE F.F.
10' PLATE HT.
ABOVE F.F.
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
ALUMINUM CLAD WOOD
WINDOWS WITH SIMULATED
TRUE DIVIDED LITES
NEW STUCCO
NEW STUCCO
BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
TUSCANY SERIES V400
WINDOW GRILLES ARE
SIMULATED DIVIDED LIGHT
12'-3" ENTRY HEIGHT FROMNATURAL GRADE TO TOP PLATEW11-2640W11-2640
W13-2630
W06-3060
W09-3030
W11-2640W11-2640
W13-2630 W14-3030
W08-4646
W14-3030
Outdoor Compressor Unit
W16-3040W16-3040
Outdoor Compressor Unit
W17-5050
W11-2640W11-2640
W10-3030
W16-3040W16-3040
W05-5040
W17-5050
W11-2640W11-2640
W10-3030
W16-3040W16-3040 W11-2640
W02-3046
Electrical Meter
W11-2640
Gas Meter
4
12
4
12
4
12
4
12
1'-9"9'-0"1'-4"8'-0"23'-2"11'-9"4'-10"3'-8"2'-8"2'-8"10'-0"2'-5"25'-7"2'-8"1'-8"2'-8"AVERAGE TOP OF CURB (28.12')
F.F. (30.55')
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE NGL
NEW STUCCO
F.F.
2ND FLOOR F.F.
9' PLATE HT.
ABOVE F.F.
10' PLATE HT.
ABOVE F.F.12'-3" ENTRY HEIGHT FROMNATURAL GRADE TO TOP PLATENEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
TUSCANY SERIES V400
WINDOW GRILLES ARE
SIMULATED DIVIDED LIGHT
BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
SKYLIGHT: 30'' X 30''
SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A
LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS
OF AAMA/WDMA/ CSA 101/I.S.2/A440. [CRC §R308.6.9]
ALUMINUM CLAD WOOD
WINDOWS WITH
SIMULATED TRUE DIVIDED
LITES
W16-3040W16-3040
Outdoor Compressor Unit
W17-5050
W11-2640W11-2640
W10-3030
W16-3040W16-3040
W05-5040
W17-5050
W11-2640W11-2640
W10-3030
W16-3040W16-3040 W11-2640
W02-3046
Electrical Meter
W11-2640
Gas Meter
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
A -02.02
PROPOSED ELEVATIONS /
STRUCTURAL DETAILS
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
A-A CROSS SECTION
SC : 1/4" = 1'-0"
1
B-B CROSS SECTION
SC : 1/4" = 1'-0"
2
4
12
4
12
4
12
1'-6"1'-9"9'-0"1'-4"8'-0"4'-10"25'-7"10'-0"2'-5"23'-2"2'-0"1'-6"1'-6"9'-0"8'-0"0'-10"1'-10"6'-4"5080D17-2880D10-2680D06-2880
D24-2868 D28-2468 D26-2468
CRAWL SPACE CRAWL SPACE
"E" BASEMENT
ATTIC
AVERAGE TOP OF CURB (28.12')
F.F. (30.55')
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE NGL
F.F.
2ND FLOOR F.F.
9' PLATE HT.
ABOVE F.F.
10' PLATE HT.
ABOVE F.F.BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
ENTRY KITCHEN & DINING
WALK-IN CLOSETLAUNDRY
CLOSETBEDROOM
MASTER BATH
FAMILY PANTRY
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3)
FASTENERS FOR THE ROOFING SHALL BE
CORROSION RESISTANT IN ACCORDANCE
WITH CRC R905.2.5
ATTIC
CRICKET OR SADDLE COVERINGS SHALL BE CORROSION-RESISTIVE
SHEETMETAL OR OF THE SAME MATERIAL AS THE ROOF COVERING.
PER CRC R903.2.2 (MIN. 1/4" PER FT SLOPE IS REQUIRED)
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS FOR THE
ROOFING SHALL BE CORROSION RESISTANT IN
ACCORDANCE WITH CRC R905.2.5
4
12
4
12
4
12
1'-9"9'-0"1'-4"8'-0"23'-2"4'-10"25'-7"5'-2"12'-7"8'-0"9'-0"3'-9"0'-3"6'-4"5080 D13-3080D12-3080 D11-1680
D22-2868
CRAWL SPACE
AVERAGE TOP OF CURB (28.12')
F.F.
2ND FLOOR F.F.
F.F.(30.55')
9' PLATE HT.
ABOVE F.F.
8' PLATE HT.
ABOVE 2ND F.F.
NATURAL GRADE LINE
21" ABOVE N.G.BUILDING TOTAL HT.25'-7" TOP HT. (53.75')
ABOVE AVE. TOP
OF CURB (28.12')
FAMILY
STAIRWELLLAUNDRY
"E" BASEMENT
HALL
ATTIC
SKYLIGHT: 30'' X 30''
SKYLIGHTS SHALL BE TESTED AND APPROVED, BEARING A
LABEL INDICATING COMPLIANCE WITH THE REQUIREMENTS
OF AAMA/WDMA/ CSA 101/I.S.2/A440. [CRC §R308.6.9]
NEW TILE ROOFING.
CLASS "A" ROOFING (CRC R902.1.3) FASTENERS
FOR THE ROOFING SHALL BE CORROSION
RESISTANT IN ACCORDANCE WITH CRC R905.2.5
CRAWL SPACE
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
A -03.01
PROPOSED
SECTIONS
1/4'' = 1'
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
DN
D/W
UP6'-5"34'-11"32'-4"3'-6"2'-11"6'-10"17'-0"8'-6"21'-0"11'-11"8'-10"7'-3"
4'-11"
17'-0"10'-5"
23'-10"
B
C
D
E
F
G
H
A
P
DN 17'-1"6'-5"17'-1"10'-5"16'-9"8'-0"17'-9"21'-4"9'-1"
4'-7"
25'-10"7'-9"I
J K
L
M
Q WHUP
26'-6"17'-2"13'-2"22'-4"
N
O
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
11'-11" X10'-5"
1145
E
TOTAL BUILDING AREA
FLOORS SIZE
8'-6" X 6'-5"
AREAS (SQF)TOTAL
6'-10" X 3'-6"B
A
24
C 8'-10" X4'-11"43
D 124
I 25'-10" X 17'-1"441
J 21'-4" X 8'-0"
55
171
17'-9" X 16'-9"297L
SPACES
246
EXISTING
LIVING AREA
(1ST FLOOR)
EXISTING
BASEMENT
F
G
H
17'-0" X 3'-6"60
23'-10" X 2'-11"70
34'-11" X 32'-4"1129
21'-0" X 17'-0"357
NEW ADDITION
TO LIVING
AREA(1ST
FLOOR)
M 17817'-1" X 10'-5"
9'-1" X 6'-5"58K
A -04.01
1/8'' = 1'
FLOOR AREA DIAGRAM (PROPOSED PLAN):
SCALE: 1/8" : 1'
2ND FLOOR
LIVING AREA
26'-6" X 17'-2"455N
O 29422'-4" X 13'-2"
1ST FLOOR AREA DIAGRAM
SCALE: 1/8" : 1'
2ND FLOOR AREA DIAGRAM
SCALE: 1/8" : 1'
BASEMENT AREA DIAGRAM
749
1616
3007
1862
COVERED PORCH 9'-0" X 7'-3"65P 65
FLOOR AREA DIAGRAM /
EXTERIOR MATERIAL
SCHEDULE
ALI BABA DOORS
TY PE
CLOPAY DA RK BROWN COLOR
ROOF
DOOR DA RK BROWN COLOR
MI LGARDWINDOWS
STUCCO
TILE ROOFING
TITLE
SMOOTH
TUSCANY / DARK BROWN COLOR
SI DI NG
GA RAGE DOOR
INFO
EXTERIOR MATERIAL SCHEDULE:
STUCCO TI LE ROOFI NG
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
FLOORS SIZE
7'-9" X 4'-7"
AREAS (SQF)TOTAL
Q 35
SPACES
DECLINING HEIGHT ENVELOPE ENCROACHMENT:
ENCROACHMENT 35
SMA
EXISTING FOOT PRINT PLAN
SC : 1/4" = 1'-0"
1
DEMOLITION PLAN - 1ST FLOOR
SC : 1/4" = 1'-0"
2
DN
REF.D12-2668
W06-4444W04-2334W04-2334W01-110210W08-26310W03-25310W03-25310
W03-25310
W03-25310W02-2530W03-25310W03-25310D18-2668
W05-3035W07-4462 D19-4468D13-3568D06-2868D09-2868D03-26684068
D20-2668 D07-2268D17-2868D04-2468D15-2868
D17-2868
D08-2468D01-2468
D02-1568D07-2268D05-2668
D06-2868D04-2468
D16-2868D14-2468406816'-2"20'-5"5'-3"34'-5"3'-9"4'-9"6'-8"16'-6"3'-9"6'-6"38'-3"1'-5"4'-6"6'-1"20'-5"ELEC. METERGAS METERATTIC ACCESS
DN
REF.D12-2668
W06-4444W04-2334W04-2334W01-110210W08-26310W03-25310W03-25310
W03-25310
W03-25310W02-2530W03-25310W03-25310D18-2668
W05-3035W07-4462 D19-4468D13-3568D06-2868D09-2868D03-26684068
D20-2668 D07-2268D17-2868D04-2468D15-2868
D17-2868
D08-2468D01-2468
D02-1568D07-2268D05-2668
D06-2868D04-2468
D16-2868D14-2468406816'-2"20'-5"5'-3"34'-5"8'-6"6'-8"16'-6"3'-9"6'-6"38'-3"1'-5"10'-7"20'-5"ELEC. METERGAS METERATTIC ACCESS
1/4 INCH = 1 FEET
0 1 2 3 4 5 10 15
GRAPHIC SCALE :
NORTH
4010 MOORPARK AVE#101,
SAN JOSE, CA 95117
TELL: (415)254.1606
E-MAIL: OFFICE@AMSDESIGNLLP.COM
PROJECT NAME:
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE.
ANY DISCREPANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR
CHANGE THE WORK DESCRIBED IN THE CONTRACT DOCUMENTS SHALL
BE BROUGHT TO THE AMS DESIGN’S ATTENTION IMMEDIATELY. DO NOT
PROCEED WITH THE WORK IN THE AREA OF DISCREPANCIES UNTIL ALL
SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR CHOOSES
TO DO SO HE SHALL BE PRECEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATIONS OR THE MIS-
DESCRIPTION OF THE WORK WHICH IS MANIFESTLY NECESSARY TO
CARRY OUT THE INTENT OF THE DRAWINGS AND SPECIFICATIONS, OR
WHICH IS CUSTOMARILY REFORMED, SHALL NOT RELIEVE THE
CONTRACTOR FROM PERFORMING SUCH OMITTED OR MIS-DESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND
DESCRIBED IN THE DRAWINGS AND SPECIFICATIONS.
SITE CONDITIONS: ALL CONTRACTORS AND SUB-CONTRACTORS SHALL
VERIFY DIMENSIONS AND CONDITIONS AT THE SITE PRIOR TO
COMMENCEMENT OF THEIR WORK. FAILURE TO DO SO SHALL NOT
RELEASE THEM FROM THE RESPONSIBILITY OF ESTIMATING THE WORK.
IF ANY VARIATION, DISCREPANCY OR OMISSION (BETWEEN THE INTENT
OF THESE CONTRACT DOCUMENTS AND THE EXISTING CONDITIONS ARE
FOUND, THE CONTRACTOR OR SUB-CONTRACTOR SHALL NOTIFY AMS
DESIGN IN WRITING AND OBTAIN WRITTEN RESOLUTION FROM AMS
DESIGN PRIOR TO PROCEEDING WITH ANY RELATED WORK.
SHEET NUMBER:
SHEET TITLE:
THESE PLANS ARE INTENDED ONLY FOR THE ORIGINAL SITE FOR WHICH
THEY WERE DESIGNED AND ARE THE PROPERTY OF AMS DESIGN. THESE
PLANS ARE PROTECTED UNDER COPYRIGHT LAWS AND MAY NOT BE
REVISED OR REPRODUCED IN WHOLE OR IN PART WITHOUT THE
EXPRESSED WRITTEN CONSENT OF AMS DESIGN. ANY USE OF THESE
PLANS ON OTHER SITES IS PROHIBITED WITHOUT THE CONSENT OF AMS
DESIGN. ANY DISCREPANCY DISCOVERED ON THESE PLANS SHALL PRIOR
TO COMMENCEMENT OF THE WORK IN QUESTION. ALL WRITTEN
DIMENSIONS SHALL TAKE PRECEDENCE OVER SCALED DIMENSIONS.
PROJECT ID:
DATE:
SCALE:
DRAWN BY:
REVISION TABLE:
AMS DESIGN
DESIGN
Azadeh Masrour
REVISION DATE BY DEP
BLOOMFIELD
RESIDENCE
36 BLOOMFIELD RD.,
BURLINGAME, CA 94010
04.06.2023 S.A.PLN01
2206-12
OCT.2022
Z.H.
A -04.02
EXISTING FOOT
PRINT PLAN /
DEMOLITION PLAN
1/4''=1'
DEMOLISHED WALL FRAMING
PRESERVED WALL FRAMING
LEGEND:
FLOORS WIDTH OF PRESERVED WALL FRAMING IN LINEAR
FEET (INCLUDING EXISTING OPENINGS)
165'-5''
WIDTH OF DEMOLISHED WALL FRAMING IN LINEAR
FEET (INCLUDING NEW AND ENLARGED OPENINGS)
188'-10''23'-5''
EXISTING FOOT PRINT
(LINEAR FEET)
FIRST
SINCE 165'-5'' IS GREATER THAN 23'-5'' THEN NO TECH DEMO
05.24.2023 S.B.PLN02
08.01.2023 A.G.PLN03
09.27.2023 A.G.PLN04
SMA
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