City Council
February 1, 2022
AGENDA REPORT
TO: Edward D. Reiskin FROM: William A. Gilchrist
City Administrator Director, Planning &
Building Department
SUBJECT: Memorandum of Agreement for 564
Crofton Avenue
DATE: January 3, 2022
City Administrator Approval Date:
RECOMMENDATION
Staff Recommends That The City Council Adopt A Resolution Authorizing The City Administrator To Enter Into A Memorandum Of Agreement (MOA) With The City Of Piedmont Establishing That The City Of Oakland Will Process Planning And Building Entitlements For A Category I Accessory Dwelling Unit (ADU) At 564 Crofton Avenue, A Property Located Within Both Jurisdictions; And Adopting Appropriate California Environmental Quality Act (CEQA) Findings.
EXECUTIVE SUMMARY
Staff recommends that the City Council authorize the City Administrator to enter into Memorandum of Agreement (MOA) with the City of Piedmont for a Category I Accessory Dwelling Unit (ADU) at 564 Crofton Avenue (Property). The Property is located within both jurisdictions, and the MOA will allow the City of Oakland to act as the lead agency for the issuance of planning and building permits for the proposed development.
BACKGROUND / LEGISLATIVE HISTORY
Property Description
The Property, located at 564 Crofton Avenue, consists of one lot, and one tax parcel ( Assessor Parcel Number 011 085502100 ), has an existing single -family home that straddles the Piedmont/Oakland border. The legal description and assessor parcel map for the property is provided in Attachment A. The property is generally bounded by single-family properties , including 570 Crofton Avenue (Piedmont) to the east, 558 Crofton Avenue (Oakland) to the west, 533 Boulevard and 535 Boulevard (Piedmont) to the north and rear, and 559 Crofton Avenue (Oakland) across the street to the south. The Property consists of 6,250 square feet, with approximately 4,150 square feet or 66 percent of which is located in Oakland, and approximately 2,100 square feet or 34 percent of which is located in Piedmont.
Jan 20, 2022
Edward D. Reiskin, City Administrator
Subject: Memorandum of Agreement for 564 Crofton
Date: February 1, 2022 Page 2
City Council
February 1, 2022
Project Description
The development applicant seeks to convert an existing detached garage in the rear yard of the existing single-family residence to a Category I ADU (Project) as set forth in the project plans in Attachment B. Specifically, the scope of work will create a 336 square foot studio ADU, with no change in building envelope of the garage.
While the scope of work for the Property would occur on the Piedmont portion of the lots, the single-family residence that the ADU is accessory to is largely located in and accessed from Oakland.
ANALYSIS AND POLICY ALTERNATIVES
City of Oakland Zoning
The portion of the Property located in Oakland is within the Mixed Housing Type Residential - 2 (RM-2) Zone per the Oakland Planning Code; the RM-2 Zone allows for Category I and Category II ADUs, a s well as Junior ADUs with a non -discretionary zoning permit. Design Review Exemptions (DRX) would be required for the Propert y to comply with Oakland’s land use regulations.
Analysis
Approval of the proposed resolution and the MOA with the City of Piedmont helps to support and advance the Citywide Priorities of housing, economic and cultural security and vibrant, sustainable infrastructure. In addition, City staff recommends that the City of Oakland retain jurisdiction for all required land use permits and building inspections for the following reasons:
The City of Piedmont has not requested or recommended jurisdiction for the Project;
The City of Oakland has historically dealt with permitting at the Property;
A majority of the residence of the Property that the ADUs would be accessory to is served by the City of Oakland; and
Oakland will provide the ADU with 911 emergency services, municipal waste removal services, access to Oakland Unified School District schools, and other municipal services.
In order to efficiently consider the scope of work for the Property, the cities desire to enter into an MOA to memorialize the designation of Oakland as the lead agency for the purposes of both land use approvals and building inspection of the Project, inc luding but not limited to issuance of building and occupancy permits, and the provision of 911 and other municipal services to the Projects, consistent with the terms and conditions contained in the draft MOA (Attachment C) and to ensure that Piedmont will not be negatively impacted by the proposal. As such, the MOA stipulates that:
Oakland will be the lead agency for all land use approvals regarding the Project; Edward D. Reiskin, City Administrator
Subject: Memorandum of Agreement for 564 Crofton
Date: February 1, 2022 Page 3
City Council
February 1, 2022
Oakland will be responsible for building permit issuance, plan check, issuance of certificates of occupancy, building inspections and similar activities for the Project consistent with the appropriate procedures, fees, and standards of Oakland;
The Oakland Fire Department will be responsible for the provision of emergency and public safety services to the Property, including those portions located in the City of Piedmont; and
Oakland will continue to provide municipal waste removal services, access to the Oakland Unified School District schools, and other municipal services to the Property.
On December 6, 2021, the MOA was approved by the Piedmont City Council.
Policy Alternatives
Alternative # 1 City Council declines staff’s recommendation and requires both planning and building permits to be submitted to and approved by the City of Piedmont.
Pros Jurisdictional authority would be separate and distinct without the need for an MOA.
Cons The City of Piedmont has not requested jurisdiction for the Projects. Multiple or “split” jurisdictional authority could create inconsistency in applicable permit requirements, create delays in providing much needed housing, and
duplication of applicant fees.
Reason for not recommending The City of Piedmont has not requested jurisdiction for the Project. This proposal would be confusing in terms of the permitting history for the properties. As noted above, Oakland has typically been the lead agency for permitting for the Properties. Furthermore, State law requires streamlined non- discretionary review of ADU applications.
Alternative #2 City Council declines staff’s recommendation and requires split jurisdiction during the permitting process for the Project, i.e., a planning permit would be processed in Oakland and building permits processed in Piedmont or vice versa.
Pros The City of Oakland would retain partial jurisdiction.
Cons This is inefficient, confusing, and is typically only done for larger, multi-family projects which would generate significant revenue in both cities.
Reason for not recommending State law requires streamlined non-discretionary review of ADU applications. Going through a bifurcated permitting process would be confusing for the applicant in terms of requirements, but also for staff of both jurisdictions. This option would require a more complicated MOA, inconsistent with the overall goal of ADU applications to have a
streamlined process.
Edward D. Reiskin, City Administrator
Subject: Memorandum of Agreement for 564 Crofton
Date: February 1, 2022 Page 4
City Council
February 1, 2022
FISCAL IMPACT
Adoption of this resolution is expected to be revenue neutral. Zoning and Building fees will cover staff time working on the Project, as is standard for ADU applications. Furthermore, there would be no ongoing impact on the City of Oakland’s municipal services for the Property as the existing home is already being served by Oakland.
PUBLIC OUTREACH / INTEREST
This item did not require any additional public outreach other than the required posting on the City’s website. Approval of an ADU is a ministerial action not requiring public notice.
COORDINATION
The City Attorney’s Office and the City of Piedmont have worked closely with staff on the preparation of the MOA and have reviewed this staff report and resolution, as has the City’s Budget Bureau.
SUSTAINABLE OPPORTUNITIES
Economic: There are minimal economic opportunities associated with the Project. The Project is not anticipated to provide a significant number of construction jobs, and these may or may not be for Oakland workers. The Property will remain a single-family home with an ADU.
Environmental: The Project will be required to meet modern standards for energy efficiency and green building.
Race & Equity: There are no race and equity opportunities associated with th e Project. The Property will remain a single-family home with an ADU.
CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
CEQA Guidelines exempt specific types of projects from environmental review. The following is the CEQA exemption that apply to the Projects:
Section 15268 - Ministerial Projects: Section 15268(b) of the CEQA Guidelines states that ministerial projects such as ADUs and the issuance of building permits are exempt from CEQA.
Edward D. Reiskin, City Administrator
Subject: Memorandum of Agreement for 564 Crofton
Date: February 1, 2022 Page 5
City Council
February 1, 2022
ACTION REQUESTED OF THE CITY COUNCIL
Staff Recommends That The City Council Adopt A Resolution Authorizing The City Administrator To Enter Into Memorandum Of Agreement (MOA) With The City Of Piedmont Establishing That The City Of Oakland Will Process Planning And Building Entitlements For A Category I Accessory Dwelling Unit At 564 Crofton Avenue, A Property Located Within Both Jurisdictions; And Adopting Appropriate California Environmental Quality Act (CEQA) Findings.
For questions regarding this report, please contact Sarah Price, Planner III at (510) 238-2955.
Respectfully submitted,
WILLIAM A. GILCHRIST
Director, Planning and Building Department
Prepared by:
Sarah Price, Planner III
Bureau of Operations
Attachments (3):
A. Property Legal Description for 564 Crofton Avenue
B. Project Plans for 564 Crofton Avenue
C. Memorandum of Agreement for 564 Crofton Avenue
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READ & APPROVED
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Attachment A
1. Confirm with Designer that these contract documents are the most recent issue before layout and construction.
2. All work and materials shall be in full accord with the latest rules and regulations of the Safety Orders of the Division of Industrial Safety, California Labor Code, 2016 California Building Code and all applicable federal, state and/or local health regulations.
References to "code" or to "building code" not otherwise identified shall mean the Edition of the Uniform Building Code in effect in Alameda County, CA on the date(s) permits are granted. Nothing in the Drawings or these Specifications is to be construed as requiring or permitting work that is contrary to these rules, regulations and codes.
3. Any reference to standards shall comply with requirements of latest revision.
4. Construction shall comply with all State of California Title 24 requirements and mandatory measures per Compliance certification herein.
5. Documents: The Construction Documents include these Drawings and Notes, Specifications and all revisions, additions and addenda's. Drawings are as accurate as possible, but are not guaranteed. Drawings do not illustrate every detail but show only special requirements to assist subcontractors. Subcontractors are to thoroughly examine the drawings and specifications, and existing site conditions. By entering into the work, Subcontractor states that the documents are sufficient to provide a complete installation of pertinent portions of the work. Report any questions or requests for clarification to Owner immediately. If, in the opinion of any contractor, any construction details shown or otherwise specified are in conflict with accepted industry standards for quality construction or might interfere with his full guarantee of the work, he/she is to notify Owner immediately for clarification. No omission or lack of detailed requirements in the drawings or specifications is to be construed as allowing any materials or workmanship below industry standards.
6. Do not scale drawings. Drawings of larger scale or greater detail take precedence over drawings of smaller scale. Specifications take precedence over drawings.
7. The drawings are intended as instruments of service and shall remain property of Designer.
8. All dimensions are to centerline of stud and centerline of window or door unless otherwise noted. All bale wall dimensions are measured from the inside or outside sill plates. Vertical dimensions are to finish floor unless noted otherwise. It is the subcontractor's responsibility to establish sub floor elevations.
9. It is the subcontractor's responsibility to maintain a complete and organized set of construction documents pertinent to their work at the project site at all times when work is in progress.
10. Site Conditions: Subcontractors shall verify and be responsible for all job site conditions, measurements and levels pertinent to their work. If they differ from Contract Drawings or reviewed Submittals, discrepancies shall be brought to Owner's attention immediately.
11. At all times the subcontractors shall be solely and completely responsible for the conditions of the job site pertinent to their work, including safety of persons and property, and for all necessary independent engineering reviews of these conditions. The Structural Engineer's job site review is not intended to included review of the adequacy of the subcontractor's safety measures. The subcontractors shall take all precautions necessary to protect workmen and public from injury; protect from damage all existing utility lines, structures, and property, on and adjacent to project site; keep the job site and adjoining premises free from accumulations of waste materials resulting from the Work. The subcontractor shall not bury or burn rubbish on Owner's premises.
Subconstractor will only utilize a concrete washout site which has been explicitly approved by Owner. Subcontractor will bear the costs of cleanup if any supplier or materialman disposes of concrete, mortar, plaster or stucco waste in any site other than that designated by Owner.
12. The subcontractors are responsible for all safe temporary shoring and bracing necessary to support the incomplete structure as is pertinent to their work.
13. Subcontractors shall supervise and direct the pertinent work, inspect all work in progress and materials as they arrive for compliance with the Contract Documents and reject defective work or materials immediately upon performance or delivery; deliver, store and handle all materials and products in a manner which will prevent their damage and deterioration; make all repairs or replacement necessary at no additional cost to the Owner in the event of damage.
14. Prior to commencement of any portion of work, the subcontractor shall carefully inspect and verify that work is complete to the point where new work may properly commence and all areas of discrepancy have been fully resolved. In event of failure to do so, the subcontractor shall be responsible for correction of any errors at no expense to the Owner.
15. All materials and equipment are to be installed in strict accordance with the latest edition of manufacturer's written installation instructions and specifications. Generic materials not specified by manufacturer are to be installed in accordance with recommendations of applicable trade associations (For example, Concrete Steel Institute, Gypsum Association, etc.)
16. Owner shall coordinate work in order to produce harmony of matching finishes, textures, colors, etc. throughout various components of the project.
17. Wood imbedded into the ground, in direct contact with the earth & used for the support of permanent structures shall be treated wood. All foundation plates or sills and sleepers on a concrete or masonry slab which are in direct contact with the earth, and sills which rest on concrete or masonry foundations, shall be treated wood.
18. Provide draft stops and fire blocking as required by UBC Chapter 25.
19. All interior wall and ceiling finishes shall comply with UBC Chapter 42.
20. Stucco on strawbales shall be three coat - 7/8" min. thick exterior stucco application per UBC sect. 4708.
21. Coat all exposed bale surfaces in cavities with minimum 1" plaster. Lime, earth and cement plasters are acceptable.
22. Doors and panels of shower and bath enclosures and adjacent wall openings within 60 inches above a standing surface and drain inlet shall be fully tempered, laminated safety glass or approved plastic and shall comply with UBC sect. 5406.
23. Shower area walls shall be finished water resistant gypsum board to a height of not less than 70" above drain outlet. Provide water resistant overlaid plywood underlayment caulked at all joints under adhesive ceramic tile applications.
24. Provide perimeter drains around entire building foundation and at retaining walls upslope of buildings as required or unles otherwise noted. Extend drains to daylight with a slope of 1/16-1/8" per foot. Drain to daylight to well-drained, gently sloped areas, or drywells as required.
25. All chimneys shall terminate with a 10-gauge wire or 24-gauge stainless steel spark arrestor. The top of the spark arrestor shall be a minimum of 2" above the top of the chimney. The spark arrestor screen shall have a heat and corrosion resistance equivalent to 12 B.G gauge galvanized wire, or 24 B.G. gauge stainless steel. Openings shall not permit passage of spheres having a diameter larger than 1/2" and shall not block the passage of spheres having a diameter of less than 3/8".
26. Provide weep screed (minimum 26 gauge galvanized sheet metal, with 3-1/2" vertical attachment flange) at the foundation plate line on all exterior plaster walls. The screed shall be placed a minimum of 4" above surrounding natural grade, and allow trapped water to drain to the exterior of the building. Exterior plaster and lath finish shall cover and terminate on the attachment flange.
27. Ground immediately adjacent to the foundation shall be sloped away from building at a slope of not less than 1:20 (5 percent) for a minimum distance of 10 feet measured perpendicular to the face of the wall. Impervious surfaces within 10 feet of building shall be sloped a minimum of 2 percent away from building, per CBC 1803.3.
28. All construction to comply with Division 4.4 Material Conservation and Resource Efficiency and Division 4.5 Environmental Quality, of the California Green Building Standards. See Sheet A1.1 & A1.2. 1 A1.1
A
1 A6.1
18 1
DRAWING SYMBOL KEY
DESCRIPTIONDESCRIPTION SYMBOLSYMBOL
1 A3.0
1 A4.0
4 Property Line
Drawing No.
Section No.
Elevation No.
Interior Elevation No.
Detail No.
Door No.
Window No.
Datum Or Control Point
Revison No./
Area To Be Revised
GENERAL NOTES
DRAWING INDEX
TITLETITLE NO.NO.
DESIGN DRAWINGSSTRUCTURAL DRAWINGS
PROJECT INFORMATION, GENERAL NOTES &
SCHEDULES
VICINITY MAP, PHOTO EXHIBIT OF NEIGHBORS
EXISTING & PROPOSED SITE PLANS
CALIFORNIA GREEN BUILDING STANDARDS
CALIFORNIA GREEN BUILDING STANDARDS
EXISTING MAIN HOUSE PLANS
EXISTING GARAGE PLAN
& PROPOSED ADU PLAN & ADU ROOF PLAN
& ADU SECTION
EXISTING & PROPOSED ADU ELEVATIONS
A0.0
A1.0
A1.1
A1.2
A1.3
A2.0
A2.1
A4.0
ABBREVIATIONS
ABV
@
BLDG.
B.O.
B.S.
C
CAB.
CL
CLR
CMU
CONC.
CONT
D
DB
DET
DF
DIM.
DN.
DWG.
(E).
ELEC.
EPS.
EQ.
EQUIP.
EXT.
above
at
building
bottom of
both sides
chime
cabinet
centerline
clear
concrete masony unit
concrete
continuous
dryer
doorbell
detail
douglas fir
dimension
down
drawing
existing
electric
expanded polystyrene
equal
equipment
exterior
F
FIN.
FLASH.
FL.
FURN
F.O.
GA
GALV.
GSM
GYP. BD.
H.B.
HR.
H.
INSUL.
INT.
LTG.
MAX.
MEP
MIN.
MTL.
(N)
PL.
PL.
PLYWD.
furnace
finished
flashing
floor
furniture
face of
gauge
galvanized
galvanized sheet metal
gypsum board
hose bib
hour
height
insulation
interior
lighting
maximum
mechanical electrical plan
minimum
metal
new
plate
property line
plywood
PT.
NTS
O/ O.
O.C.
OSB.
REIN.
RWL.
SIM.
S.E.
S.O.G.
SSD.
SQFT
TBD.
T.
T.O.
TR.
TYP.
U.O.N.
V.I.F.
W
WP.
WIN
W.
WD.
W/O
pressure treated
not to scale
over
on center
oriented strand board
reinforced
rainwater leader
similar
structural engineer
slab on grade
see structural drawings
square feet
to be designed
thick/thickness
top of
transom
typical
unless otherwise noted
verify in field
washer
waterproof
window
with
wood
with out
PROJECT NOTES
ASSESSOR'S PARCEL NO.: 11-0855-20
PROJECT SCOPE:
336 SQFT (E) GARAGE CONVERSION TO [CATEGORY 1] ADU
GENERAL PLAN: DETACHED UNIT RESIDENTIAL
ZONING DISTRICT: RM-2
OCCUPANCY TYPE: R-3
CONSTRUCTION TYPE: VB
PROPERTY SIZE: 50' X 125' 6250 SQFT
SQUARE FOOTAGE: (E) GARAGE 336 SQFT,
PROPOSED ADU 336 SQFT.
(E) MAIN DWELLING 2041 SQFT
TOTAL CONDITIONED 2377 SQFT
BUILDING HEIGHT ADU (16'-0" MAX): (E) 13'-3" (NO CHANGE) BUILDING HEIGHT MAIN DWELLING (30'-0" MAX): (E) 21'-101 2"
% INTERIOR YARD AREA: 52.3% (NO CHANGE)
LOT COVERAGE (40% MAX): 32.2% (NO CHANGE)
PARKING SPACES: ONE (E) COVERED SPACE CONVERTED
INTO ADU. NO REPLACEMENT PARKING
REQUIRED FOR CATEGORY 1 ADU.
NO ADDITIONAL PARKING REQUIRED FOR
ADU WITHIN 0.5 MI OF PUBLIC TRANSIT.
TWO (E) UNCOVERED SPACE FOR
(E) MAIN HOUSE
FIRE SPRINKLERS: NO (E) AUTOMATIC FIRE EXTINGUISHING
SYSTEM. VOLUNTARY AFES TO BE PROVIDED AT PROPOSED
ADU
OWNER:
RAQUEL SEFTON & DAN SHARP
564 CROFTON AVENUE
OAKLAND, CA 94610
TEL NO. (415) 867-4379
[email protected]
DESIGN:
CINDY LAN
PO BOX 303
JUNCTION CITY, CA 96048
TEL NO. (510) 517-2874
[email protected]
STRUCTURAL ENGINEER:
PATRICK VENNARI, S.E.
CITTA STRUCTURAL ENGINEERING
211 WAWONA STREET
SAN FRANCISCO, CA 94103
TEL NO. (415) 971-5231
[email protected]
PROJECT ADDRESS:
564 CROFTON AVENUE
OAKLAND, CA 94610
WALL SYMBOL KEY
DESCRIPTIONDESCRIPTION SYMBOLSYMBOL
Typical Interior Wall-
2x4 Studs per S.E.
With 1/2" Gyp. Bd. Int. Fin.
Water Resistant Wall Board
At Wet Locations
Typical Exterior Wall-
2x4 Studs per S.E.
Stucco Over Plywood Ext. Fin.
With 1/2" Gyp. Bd. Int. Fin.
Water Resistant Wall Board At Wet
Locations
Provide Insulation At Exterior Walls
WINDOW SCHEDULE - ADU
NO.SIZE: W. X H.HEADER
1 NOTES
1. All windows to be fiberglass frame with U factor and SHGC per T24 compliance report. Provide screens at operable windows, verify with Owner. Color at exterior white to match existing and interior TBD, verify with Owner. Interior wood trim to be 2-1/2" wide, verify finish with Owner.
2. All dimensions are to rough opening. Verify window sizes with Manufacturer.
3. All glass is to be dual paned.
4. Provide egress windows at bedrooms as required by code.
5. Provide tempered glazing as required by code.
6. See exterior elevations for window operation.
ROOM TYPE
3'-0" X 6'-8"
NO.SIZE: W. X H.DESCRIPTIONTYPE
ENTRY INSWING A
ROOM
GREAT ROOM
DOOR SCHEDULE - ADU
NOTES
CLAUNDRY
Wall mounted duplex
electrical receptacle.
Verify location in field with
Owner.
MECHANICAL & ELECTRICAL SYMBOL KEY
DESCRIPTIONDESCRIPTION SYMBOLSYMBOL
LIGHTING & SWITCHING SYMBOL KEY
DESCRIPTIONDESCRIPTION SYMBOLSYMBOL
Exterior type wall mounted
duplex electrical
receptacle. Cover with
waterproof cap. Verify
location in field with
Owner.
GFIC or AFIC Wall mounted
duplex electrical receptacle
as noted. Verify location in
field with Owner.
Wall mounted appliance
electrical receptacle. Verify
location in field and power
requirements with Owner.
Wall mounted telephone
receptacle. Verify location
in field with Owner.
Ceiling mounted pendant
lighting fixture. All fixtures
to be provided by Owner.
Verify location in field with
Owner.
Wall mounted fixture. All
fixtures to be provided by
Owner. Verify location in
field with Owner.
Wall mounted switch.
Standard switches typical;
dimmer switches to be
located by owner. Verify
location in field with
Owner.Wall mounted three way
switch. Verify location in
field with Owner.
Motion Activated Photo
Sensitive Switch. Fixture is not
activated during daylight hours.
Verify location in field with
Owner.
Smoke Detector or Carbon
Monoxide Detector as
noted. Verify location in
field with Owner.
Switch At Fixture. Verify
location in field with
Owner.
GENERAL MECHANICAL & ELECTRICAL NOTES
1. Provide separate branch circuit rated per manufacturer's recommendations for furnace, pumps, and other equipment and appliances.
2. Provide separate 20 amp. circuit to bathroom receptacles.
3. Provide one min. separate 20 amp. circuit to laundry appliances.
4. Provide (two min.) separate 20 amp. circuit to kitchen appliances.
5. Provide two separate circuits to garage.
6. Mount all switches at 42" above finish floor. Mount outlets horizontally at 12" above finish floor. Stack outlets and jacks horizontally at 6" o.c. where shown grouped on plan. Mount switches and outlets horizontally at 9" to centerline above countertops. Gang all switches and outlets with single piece cover plate where shown grouped on the drawings.
7. Align all switches and outlets on centerline vertically where shown grouped on drawings. Locate switches with minimum 4" space from door/wall jambs. When questions arise as to exact locations of outlets, fixtures and switches, center in relationship to adjacent perpendicular surfaces or verify with Owner/Designer.
8. Fixtures indicated for damp or wet locations shall be approved for use in such locations.
9. Provide GFCI protected outlets in the following locations and as shown on plans:
In garage, except receptacles on dedicated circuit for appliances and equipment.
At all countertop locations.
In bathrooms.
10. Provide AFCI protected outlets in the following locations and as shown on plans:
In all bedrooms.
11. Provide weatherproof cap and GFIC outlets at exterior locations.
12. Provide fluorescent fixtures as shown on plan.
13. Smoke detectors shall be hardwired and interconnected with battery backup.
14. Provide non-removable backflow prevention devices on all exterior hose bibs and vacuum breakers as required.
15. Individual control valves of the pressure balance or the thermostatic mixing valve type at all showers and tub showers per CPC 420.
16. Strap water heater at points within upper and lower third, lower point shall be minimum 4" above controls.
17. Water heater to have temperature and pressure release valve as required.
18. Comply with general notes sheet A1.0 and mandatory requirements of Title 24.
Exterior Wall mounted light
fixture. Verify location in
field with Owner.
To half outlet. Verify
location in field with
Owner.
Wall mounted dimmer
switch. Verify location in
field with Owner.
Hose bib. Verify location in
field with Owner.
Wall mounted cable
receptacle. Verify location
in field with Owner.
Doorbell or chime as noted.
Verify location in field with
Owner.
Thermostat. Verify
location in field with
Owner.
Exhaust fan. Verify
location in field with
Owner.
S
DBC
CA EXT
E S
GFCI
HOSE BIB
T
APP
MAPS
FAN
Wall mounted quadplex
electrical receptacle.
Verify location in field with
Owner.
Ceiling mounted recessed
directional lighting fixture.
All fixtures to be provided
by Owner. VIF with Owner.
DESCRIPTION SYMBOL
DESCRIPTION SYMBOL
Under Cabinet mounted
light fixture. To be hard
wired. Verify location in
field with Owner.
GENERAL WINDOW NOTES
GENERAL DOOR NOTES
1. Exterior doors to be noncombustible or listed under SFM 12-7A-1, or 20 minute listed assembly or solid core 1-34" with interior field panel thickness not less than 1-14", as required per CBC 704A.3.2.
2. Fiberglass clad at exterior and wood at interior, verify with Owner. Standard white color at exterior to match existing and interior TBD, verify with Owner.
3. All exterior door dimensions are sash size, verify sizes with Manufacturer. All interior doors are sash size.
4. All glass is to be dual paned.
5. Provide tempered glass at all doors.
6. Hardware is TBD, verify with Owner/Designer.
2'-3" X 6'-8"INTERIOR BI-FOLD
AFCI
High efficacy. See Title 24
documents for JA8
compliant requirements.
FULL-LITE
SOLID CORE
C
BBATHROOM 2'-8" X 6'-8"INTERIOR POCKETSOLID CORE
2 3
CONFIRM DIMENSIONS W. APPLIANCE CHOICE
1'-6" X 6'-8"PICTUREENTRY7'-3"
1'-6" X 6'-8"PICTUREENTRY7'-3"
W. MULLIONS TO MATCH MAIN HOUSE
W. MULLIONS TO MATCH MAIN HOUSE
2'-6" X 3'-6"CASEMENTKITCHEN7'-3"W. MULLIONS TO MATCH MAIN HOUSE 4 5
6'-0" X 3'-6"PICTUREGREAT ROOM6'-6"
6'-0" X 1'-2"AWNINGGREAT ROOM7'-6"MULL TO WINDOW 4
W. MULLIONS, SEE A4.0 ELEVATIONS
MULL TO WINDOW 5 TRANSOM
62'-0" X 2'-0"FIXED SKYLIGHTBED AREANAW. BLINDS
PROJECT INFO,
GENERAL NOTES,
ADU SCHEDULES
NTS
A0.0
DWG NO.
Drawing Title:
CROFTON ADU
564 CROFTON AVENUE
OAKLAND, CA 94610
APN 11-0855-20
Scale:
Drawn By:
Revision:
ZONING PERMIT SEPTEMBER 27, 2021
CL
Design
PO Box 303
Junction City, CA 96048-0303
(510) 517-2874
[email protected]
Homeowner:
Raquel Sefton & Dan Sharp
564 Crofton Avenue
Oakland, CA 94610
(415) 867-4379
[email protected]
Cindy YP Lan
1 OF 8
Attachment B
0.3 MILESTO BUS STOP
LAKESHORE AVE
GRAND AVE
SUBJECT SITE: 564 CROFTON AVE556 CROFTON570 CROFTON
559 CROFTON 563-565 CROFTON557 CROFTON
576 CROFTON580 CROFTON565 BOULEVARD 530 CROFTON538 CROFTON544-546 CROFTON552 CROFTON 571 CROFTON 575 CROFTON 577 CROFTON547 CROFTON 551 CROFTON 553-555 CROFTON543 CROFTON SIDE - WEST REAR - NORTHFRONT - SOUTHSIDE - EAST
DWG NO.
Drawing Title:
CROFTON ADU
564 CROFTON AVENUE
OAKLAND, CA 94610
APN 11-0855-20
Scale:
Drawn By:
Revision:
ZONING PERMIT SEPTEMBER 27, 2021
CL
Design
PO Box 303
Junction City, CA 96048-0303
(510) 517-2874
[email protected]
Homeowner:
Raquel Sefton & Dan Sharp
564 Crofton Avenue
Oakland, CA 94610
(415) 867-4379
[email protected]
Cindy YP Lan
VICINITY MAP
PHOTO EXHIBIT
AS NOTED
A1.0
2 OF 8
3'X7' TRASH &RECYCLING AREA
(E) ELECTMETER(E) SEWER MAIN(E) LINE OFWALL BELOW
PL
C R O F T O N A V E N U E50' ROAD
(E) GASMETER
PL
PL
PLN 41 15' W 125.0'N 48 45' E 50'(E) CONCRETE SIDEWALK(E) PLANTER(E) CONCRETECURB5"2'-7"5'-2" (E) 14'-6"(E)4'-0"(E) DRIVEWAY(E) CULVERT BELOW(E) 9" DIA TREE(E) 6" DIA TREE (E) 18'-0"MIN 4'-0" REQ'DREAR SETBACK
(E) GARAGE W.PROPOSEDCONVERSIONTO ADU(E) CONCRETEDRIVEWAY (E) UP
(E) DN
FIRE SEPARATION LINE
+0'-0"-4'-034"
-6'-314" (E) ROCK WALL
(E) 5'-0" FSDFOR MAIN HOUSE
-5'-614"
(E) 312"MIN 4'-0" REQ'DSIDE SETBACK(WAIVED FORCATEGORY 1 ADU) (E)LINE OFADJACENTRESIDENTIALBUILDING,+/- 24'-2" H (E) LINE OFADJACENTRESIDENTIALBUILDING,+/- 30'-0" H (E)DN
(E)DN
(E) WOOD DECK(E) 20'-5"MIN 20' REQ'DFRONT SETBACK
(E) 10'-0"MIN 5' REQ'DSIDE SETBACK(E) 14'-2"MIN 5' REQ'DSIDE SETBACK (E) 39'-5"MIN 15' REQ'DREAR SETBACK
N 41 15' W 125.0'
N 48 45' E 50'
C ROADL
(E) 6'H WOOD FENCE(E) 6"H CONCRETE CURB(E) 6'H WOOD FENCESW. GATES (E) 6'H WOOD FENCE
(E) 32'-912"MIN 4'-0" REQ'D SIDE SETBACK(E) 4'-4" ENCROACHMENTINTO PUBLICRIGHT-OF-WAY 0'-0" FSD FOR ADU
(E) 25'-0"
(E) 2:12 SLOPEMEMBRANEROOF TYP
(E) CONCWALK (E) SEWERCLEAN-OUT(E) 2'-0" ROOF O.H.W. NO VENTING (E) 38'-0" TONEIGHBORING CURB CUT(E) 76'-2" TONEIGHBORING CURB CUT 14:12SLOPE TYP14:12SLOPE TYP
5'-0"
41'-0"
PL
PL
CITY OF PIEDMONTCITY OF OAKLAND
NOTE:NO CHANGES TO SITE PLANEXCEPT (E) MAIN HOUSE LOWER LEVELCONVERSION TO DUPLEX &(E) GARAGE CONVERSION TO ADU,BOTH WITHIN EXISTING FOOTPRINTS(E) 90'-6"MIN 20' REQ'D FRONT SETBACK +6'-8"
-3'-814"
-0'-712" -0'-2"+0'-2"-0'-212"
+5'-4"
+0'-8" F.F. @ LOWER LEVEL+9'-7" F.F @ UPPER LEVEL(E) +21'-1012" @ RIDGE(E) +18'-334" @ EAVES +0
-2
-4
+2
+4
+4
+6
+8
+8
+0
(E) 2:12 SLOPEMEMBRANEROOF TYP
(E) 812'x18'UNCOVEREDPARKINGSPACE
(E) 812'x18'UNCOVEREDPARKINGSPACE
+2+6
+4
+2
-2-4
-6-6
(E) 3'X7' TRASH &RECYCLING AREA
(E) ELECTMETER(E) SEWER MAIN(E) LINE OFWALL BELOW
PL
C R O F T O N A V E N U E50' ROAD
(E) GASMETER
PL
PL
PLN 41 15' W 125.0'N 48 45' E 50'(E) CONCRETE SIDEWALK(E) PLANTER(E) CONCRETECURB5"2'-7"5'-2" (E) 14'-6"(E)4'-0"(E) DRIVEWAY(E) CULVERT BELOW(E) 9" DIA TREE(E) 6" DIA TREE (E) 18'-0"MIN 4'-0" REQ'DREAR SETBACK
(E) MAIN HOUSE
(E) GARAGE(E) WOOD DECK(330 SF OPEN SPACE)
(E) CONCRETEDRIVEWAY
(E) UP
(E) DN
(E) LANDSCAPING(1018 SQFT OPEN SPACE)+0'-0"-4'-034"
-6'-314"
+0'-7"
(E) ROCK WALL
(E) 5'-0"
-5'-614"
(E) 312"MIN 4'-0" REQ'DSIDE SETBACK
(E)LINE OFADJACENTRESIDENTIALBUILDING,+/- 24'-2" H (E) LINE OFADJACENTRESIDENTIALBUILDING,+/- 30'-0" H (E)DN
(E)DN
(E) WOOD DECK(E) 20'-5"MIN 20' REQ'DFRONT SETBACK
(E) 10'-0"MIN 5' REQ'DSIDE SETBACK(E) 14'-2"MIN 5' REQ'DSIDE SETBACK (E) 39'-5"MIN 15' REQ'DREAR SETBACK
N 41 15' W 125.0'
N 48 45' E 50'
C ROADL
(E) 6'H WOOD FENCE(E) 6"H CONCRETE CURB(E) 6'H WOOD FENCESW. GATES (E) 6'H WOOD FENCE
(E) 32'-912"MIN 4'-0" REQ'D SIDE SETBACK(E) 4'-4" ENCROACHMENTINTO PUBLICRIGHT-OF-WAY(E) 25'-0" (E) 2:12 SLOPEMEMBRANEROOF TYP
(E) CONCWALK (E) SEWERCLEAN-OUT(E) 2'-0" ROOF O.H.W. NO VENTING (E) 38'-0" TONEIGHBORING CURB CUT(E) 76'-2" TONEIGHBORING CURB CUT (E) 14:12SLOPE TYP(E) 14:12SLOPE TYP
5'-0"
41'-0"
PL
PL
CITY OF PIEDMONTCITY OF OAKLAND
NOTE:NO CHANGES TO SITE PLANEXCEPT (E) MAIN HOUSE LOWER LEVELCONVERSION TO DUPLEX &(E) GARAGE CONVERSION TO ADU,BOTH WITHIN EXISTING FOOTPRINTS(E) 90'-6"MIN 20' REQ'D FRONT SETBACK +6'-8"
-3'-814"
-0'-712" -0'-2"+0'-2"-0'-212"
+5'-4"
+0'-8" F.F. @ LOWER LEVEL+9'-7" F.F @ UPPER LEVEL(E) +21'-1012" @ RIDGE(E) +18'-334" @ EAVES +0
-2
-4
+2
+4
+4
+6
+8
+8
+0
(E) 2:12 SLOPEMEMBRANEROOF TYP
(E) 812'x18'UNCOVEREDPARKINGSPACE
(E) 812'x18'UNCOVEREDPARKINGSPACE
+2+6
+4
+2
-2-4
-6-6
(E) WOOD DECK(330 SF OPEN SPACEMIN 300 SQ PER UNIT)
(E) LANDSCAPING(1018 SQFT OPEN SPACEMIN 300 SQFT PER UNIT) +0'-7"
(E) MAIN HOUSE
PATH OF INDEPENDENTENTRY TO ADU
DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEOAKLAND, CA 94610APN 11-0855-20 Scale:Drawn By:
Revision: ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
EXISTING &PROPOSEDSITE PLANSAS NOTEDA1.13 OF 8
CHAPTER 4RESIDENTIAL MANDATORY MEASURESDIVISION 4.1PLANNING AND DESIGN
4.201 GENERAL4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California EnergyCommission will continue to adopt mandatory standards.DIVISION 4.2ENERGY EFFICIENCY DIVISION 4.3WATER EFFICIENCY AND CONSERVATION4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings insole/bottom plates at exterior walls shall be protected against the passage of rodents by closing suchopenings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65percent of the non-hazardous construction and demolition waste in accordance with either Section4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.Exceptions:1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management planin conformance with Items 1 through 5. The construction waste management plan shall be updated asnecessary and shall be available during construction for examination by the enforcing agency.1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream).3. Identify diversion facilities where the construction and demolition waste material collected will be taken.4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by theenforcing agency, which can provide verifiable documentation that the percentage of construction anddemolition waste material diverted from the landfill complies with Section 4.408.1.Note: The owner or contractor may make the determination if the construction and demolition wastematerials will be diverted by a waste management company.4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combinedweight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement inSection 4.408.14.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combinedweight of construction and demolition waste disposed of in landfills, which do not exceed 2 poundsper square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.14.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstratescompliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compactdisc, web-based reference or other media acceptable to the enforcing agency which includes all of thefollowing shall be placed in the building:1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.2. Operation and maintenance instructions for the following:a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.b. Roof and yard drainage, including gutters and downspouts.c. Space conditioning systems, including condensers and air filters.d. Landscape irrigation systems.e. Water reuse systems.3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.4. Public transportation and/or carpool options available in the area.5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.6. Information about water-conserving landscape and irrigation design and controllers which conserve water.7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.9. Information about state solar energy and incentive programs available.10. A copy of all special inspections verifications required by the enforcing agency or this code.4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on abuilding site, provide readily accessible area(s) that serves all buildings on the site and are identified for thedepositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recyclingordinance, if more restrictive.Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion ofthis section.
DIVISION 4.4MATERIAL CONSERVATION AND RESOURCEEFFICIENCY DIVISION 4.5ENVIRONMENTAL QUALITY
4.303INDOOR WATER USE4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conservingplumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volumeof two reduced flushes and one full flush.4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.4.303.1.3 Showerheads.4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPAWaterSense Specification for Showerheads.4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to onlyallow one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead.4.303.1.4 Faucets.4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shallnot exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shallnot be less than 0.8 gallons per minute at 20 psi.4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatoryfaucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not delivermore than 0.2 gallons per cycle.4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but notto exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installedin accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USEFIXTURE TYPEFLOW RATESHOWER HEADS(RESIDENTIAL)1.8 GMP @ 80 PSILAVATORY FAUCETS(RESIDENTIAL)MAX. 1.2 GPM @ 60 PSIMIN. 0.8 GPM @ 20 PSILAVATORY FAUCETS INCOMMON & PUBLIC USE AREAS0.5 GPM @ 60 PSIKITCHEN FAUCETS1.8 GPM @ 60 PSIMETERING FAUCETS0.2 GAL/CYCLEWATER CLOSET1.28 GAL/FLUSHURINALS0.125 GAL/FLUSH4.304 OUTDOOR WATER USE4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply witha local water efficient landscape ordinance or the current California Department of Water Resources' Model WaterEfficient Landscape Ordinance (MWELO), whichever is more stringent.NOTES:1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS:HCDDepartment of Housing and Community DevelopmentBSCCalifornia Building Standards CommissionDSA-SSDivision of the State Architect, Structural SafetyOSHPDOffice of Statewide Health Planning and DevelopmentLRLow RiseHRHigh RiseAAAdditions and AlterationsNNew NOTE:THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, ANDIS INCLUDED AS A CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS4.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similarpervious material used to collect or channel drainage or runoff water.WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materialssuch as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are alsoused for perimeter and inlet controls.4.106 SITE DEVELOPMENT4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acreor more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacentproperty, prevent erosion and retain soil runoff on the site.1. Retention basins of sufficient size shall be utilized to retain storm water on the site.2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.3. Compliance with a lawfully enacted storm water management ordinance.Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, orare part of a larger common plan of development which in total disturbs one acre or more of soil.(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surfacewater include, but are not limited to, the following:1. Swales2. Water collection and disposal systems3. French drains4. Water retention gardens5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supplyequipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions:1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:1.1 Where there is no commercial power supply.1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit.2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities.4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway terminationlocation shall be permanently and visibly marked as "EV CAPABLE".4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shallbe rounded up to the nearest whole number.Notes:1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging.2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV spaceshall be located in the common use parking area and shall be available for use by all residents.
CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied toadditions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, orimprovements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificateof occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected andother important enactment dates.301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions ofindividual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.
4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spacesrequired by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building.Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 andSection 4.106.4.2.2, Item 3.Note: Electric Vehicle charging stations serving public housing are required to comply with the CaliforniaBuilding Code, Chapter 11B.4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall bedesigned to comply with the following:1. The minimum length of each EV space shall be 18 feet (5486 mm).2. The minimum width of each EV space shall be 9 feet (2743 mm).3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall providecapacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documentsshall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVsat all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at thetime of original construction.4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code.4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the locationof the EV spaces.Notes:1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging.2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be basedon the total number of parking spaces provided for all types of parking facilities in accordance withTable 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number.
SECTION 4.501 GENERAL4.501.1 ScopeThe provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.SECTION 4.502 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and doorcores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard andmedium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricatedwood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section93120.1.DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air forcombustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
TABLE 4.106.4.3.1TOTAL NUMBER OF PARKINGSPACESNUMBER OF REQUIRED EVSPACES0-90 10-251 26-502 51-754 76-1005 101-1507 151-20010 201 and over6 percent of total4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed tocomply with the following:1. The minimum length of each EV space shall be 18 feet (5486mm).2. The minimum width of each EV space shall be 9 feet (2743mm)4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designedin accordance with Section 4.106.4.2.3.4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4.4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5.4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV chargingstations in the California Building Code, Chapter 11B.
YN/A YN/A YN/A YN/ARESPON.PARTYRESPON.PARTYRESPON.PARTYRESPON.PARTY 2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)Y = YESN/A=NOT APPLICABLERESPON. PARTY=RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEPIEDMONT, CA 94610APN 11-0855-21 Scale:Drawn By:
Revision:ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
CALIFORNIAGREEN BUILDINGSTANDARDSNTSA1.24 OF 8
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding acompound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed tohundredths of a gram (g O³/g ROC).Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700and 94701.MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to thisarticle. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram ofproduct (excluding container and packaging).Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute toozone formation in the troposphere.VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or ringswith vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically containhydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).4.503 FIREPLACES4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installedwoodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits asapplicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,pellet stoves and fireplaces shall also comply with applicable local ordinances.4.504 POLLUTANT CONTROL4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency toreduce the amount of water, dust or debris which may enter the system.4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet therequirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507.4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limitsapply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categorieslisted in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air ResourcesBoard, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation8, Rule 49.4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:1. Manufacturer's product specification.2. Field verification of on-site product containers.
CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shallemploy one or more special inspectors to provide inspection or other duties necessary to substantiate compliance withthis code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for theparticular type of inspection or task to be performed. In addition, the special inspector shall have a certification from arecognized state, national or international association, as determined by the local agency. The area of certificationshall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is notlimited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or othermethods acceptable to the enforcing agency which demonstrate substantial conformance. When specificdocumentation or special inspection is necessary to verify compliance, that method of compliance will be specified inthe appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder byCalifornia Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by theCalifornia Residential Code, Chapter 5, shall also comply with this section.4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.2. Other equivalent methods approved by the enforcing agency.3. A slab design specified by a licensed design professional.4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damageshall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percentmoisture content. Moisture content shall be verified in compliance with the following:1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior toenclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' dryingrecommendations prior to enclosure.4.506 INDOOR AIR QUALITY AND EXHAUST4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with thefollowing:1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment.b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in)Notes:1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.4.507 ENVIRONMENTAL COMFORT4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall besized, designed and have their equipment selected using the following methods:1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods.3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods.Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter)ARCHITECTURAL APPLICATIONSVOC LIMITINDOOR CARPET ADHESIVES50 CARPET PAD ADHESIVES50 OUTDOOR CARPET ADHESIVES150 WOOD FLOORING ADHESIVES100 RUBBER FLOOR ADHESIVES60 SUBFLOOR ADHESIVES50 CERAMIC TILE ADHESIVES65 VCT & ASPHALT TILE ADHESIVES50 DRYWALL & PANEL ADHESIVES50 COVE BASE ADHESIVES50 MULTIPURPOSE CONSTRUCTION ADHESIVE70 STRUCTURAL GLAZING ADHESIVES100 SINGLE-PLY ROOF MEMBRANE ADHESIVES250 OTHER ADHESIVES NOT LISTED50 SPECIALTY APPLICATIONSPVC WELDING510 CPVC WELDING490 ABS WELDING325 PLASTIC CEMENT WELDING250 ADHESIVE PRIMER FOR PLASTIC550 CONTACT ADHESIVE80 SPECIAL PURPOSE CONTACT ADHESIVE250 STRUCTURAL WOOD MEMBER ADHESIVE140 TOP & TRIM ADHESIVE250 SUBSTRATE SPECIFIC APPLICATIONSMETAL TO METAL30 PLASTIC FOAMS50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD30 FIBERGLASS80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURETHE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIRQUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT(Less Water and Less Exempt Compounds in Grams per Liter)SEALANTSVOC LIMITARCHITECTURAL250 MARINE DECK760 NONMEMBRANE ROOF300 ROADWAY250 SINGLE-PLY ROOF MEMBRANE450 OTHER420 SEALANT PRIMERSARCHITECTURAL NON-POROUS250 POROUS775 MODIFIED BITUMINOUS500 MARINE DECK760 OTHER750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTCURRENT LIMITHARDWOOD PLYWOOD VENEER CORE0.05HARDWOOD PLYWOOD COMPOSITE CORE0.05PARTICLE BOARD0.09MEDIUM DENSITY FIBERBOARD0.11THIN MEDIUM DENSITY FIBERBOARD20.131. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIEDBY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROLMEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCEWITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUMTHICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FORARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPTCOMPOUNDSCOATING CATEGORYVOC LIMITFLAT COATINGS50 NON-FLAT COATINGS100 NONFLAT-HIGH GLOSS COATINGS150 SPECIALTY COATINGSALUMINUM ROOF COATINGS400 BASEMENT SPECIALTY COATINGS400 BITUMINOUS ROOF COATINGS50 BITUMINOUS ROOF PRIMERS350 BOND BREAKERS350 CONCRETE CURING COMPOUNDS350 CONCRETE/MASONRY SEALERS100 DRIVEWAY SEALERS50 DRY FOG COATINGS150 FAUX FINISHING COATINGS350 FIRE RESISTIVE COATINGS350 FLOOR COATINGS100 FORM-RELEASE COMPOUNDS250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH TEMPERATURE COATINGS420 INDUSTRIAL MAINTENANCE COATINGS250 LOW SOLIDS COATINGS1120 MAGNESITE CEMENT COATINGS450 MASTIC TEXTURE COATINGS100 METALLIC PIGMENTED COATINGS500 MULTICOLOR COATINGS250 PRETREATMENT WASH PRIMERS420 PRIMERS, SEALERS, & UNDERCOATERS100 REACTIVE PENETRATING SEALERS350 RECYCLED COATINGS250 ROOF COATINGS50 RUST PREVENTATIVE COATINGS250 SHELLACSCLEAR730 OPAQUE550 SPECIALTY PRIMERS, SEALERS &UNDERCOATERS100 STAINS250 STONE CONSOLIDANTS450 SWIMMING POOL COATINGS340 TRAFFIC MARKING COATINGS100 TUB & TILE REFINISH COATINGS420 WATERPROOFING MEMBRANES250 WOOD COATINGS275 WOOD PRESERVATIVES350 ZINC-RICH PRIMERS340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITSARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BYTHE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGSSUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION ISAVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5ENVIRONMENTAL QUALITY (continued)4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and productrequirements of at least one of the following:1. Carpet and Rug Institute's Green Label Plus Program.2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350).3. NSF/ANSI 140 at the Gold level.4. Scientific Certifications Systems Indoor AdvantageTM Gold.4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program.4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receivingresilient flooring shall comply with one or more of the following:1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database.2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program).3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350).4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.54.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
YN/A YN/A YN/A YN/ARESPON.PARTYRESPON.PARTYRESPON.PARTYRESPON.PARTY 2019 CALIFORNIA GREEN BUILDING STANDARDS CODERESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement)Y = YESN/A=NOT APPLICABLERESPON. PARTY=RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEPIEDMONT, CA 94610APN 11-0855-21 Scale:Drawn By:
Revision:ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
CALIFORNIAGREEN BUILDINGSTANDARDSNTSA1.35 OF 8
(E) ENTRY
(E) CL(E) LIVING ROOM
(E) DINING ROOM(E) BEDROOM #2
(E) KITCHEN
(E) BREAKFASTNOOK(E)MASTERBATH
(E) BATH
(E)MASTER BEDROOM
(E) CL
(E) DN
(E) DN(E) WOOD GUARDRAIL& STAIRS(E)DECK
(E) CL
(E) BONUS ROOM
NOTE: SEE 1/A1.1 SITE PLAN FOR(E) UNCOVERED PARKING SPACES (E) CRAWLSPACE
(E) CRAWLSPACE
14'-10"46'-4"
8'-0"18'-6"
18'-10"2'-2"18'-6"
(E) MAIN HOUSEFURNACE
(E) MAINHOUSEWH
7'-11" CEILING
(E) 8'-9" CEILING, TYP
E(E) EXTERIORLIGHT FIXTURE
(E) WC
(E) LINE OFWALL BELOW(E) LINE OFCEILING ABOVE
(E) MAINHOUSEWH
DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEOAKLAND, CA 94610APN 11-0855-20 Scale:Drawn By:
Revision: ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
A2.01/4" = 1'-0"(E) MAIN HOUSE PLANS6 OF 8
NO ROOF EAVE W.UNVENTED ROOF ASSEMBLYW. METAL COPING(PARAPET FLASHING CAP) 2A4.0
NOTE:NO PARKING REQUIRED BECAUSE ADUIS WITHIN 0.5 MI TO PUBLIC TRANSIT PROVIDE FIREBLOCKINGFROM WALL TOP PLATETO UNDERSIDE OFROOF SHEATHING,EAST & SOUTH WALLS (TV)
UP 7"W/DROLLINGCOAT ROD
5'-0"18'-4"
7'-0"18'-4"
30"X48"SHOWER
4'-0"SHOWERNICHEMEDCABSHELVESABOVESHELF ABOVE
REFRANGESINK4'-0"
2'-3"
7'-6"OPEN SHELVES ABOVEROLLINGPANTRYCABABOVE
WHMINI-SPLIT
(E) UP 7"AIRHANDLERABOVE
(E) WOOD DECK
(E) BENCH(E) CL(E) CL(E) RAISED SOFFITWOOD AWNINGAT ENTRY (E) CONCRETEFLOOR (E) 1'-7"X6'-8"WINDOW(E) 1'-7"X6'-8"WINDOW(E) 3'-0"X6'-8"DOOR (E) 6'-2"X4'-0"WINDOW
(E) DECK & STEPSIN FOREGROUND(E) GRADE IN FOREGROUND(E) CONCRETE APRON (E) 13'-3" MAX HEIGHTAT NORTH
(E) 9'-312" MAX HEIGHTAT SOUTH +0'-0" T.O.F.F.
+9'-3" T.O. ROOF
-4'-0" T.O. GRADE AT NORTH
3A2.1
7'-1012" CEILING
(E) GRADE
3'-0"18'-4"
18'-4"
(E) POSTS
(E) SHELF
(E) SHELF
ELECT PANEL
SKYLIGHTABOVE
4'-0"COUNTER @ +42"
121/4
ABC 1
2345
6 RAIN LEADERSCUPPER
SLOPE 14:12
SLOPE 14:12
4A4.0
1A4.03A4.0
0" ROOFO.H. TYP
PARAPET WALLTRANSOMABOVE
NOTE: ALL WALLS TO BE DEMOLISHEDAND REBUILT WITHIN SAME FOOTPRINT.EXISTING CONCRETE FOOTINGS TO REMAIN.NOTE: ALL ROOF TO BE DEMOLISHEDAND REBUILT WITHIN SAME FOOTPRINT,W. DRAINAGE & MEMBRANE ROOFING MATERIALTO REMAIN THE SAME. (E) WOOD GUARDRAIL
SHELF ABOVE
1 HR FIRERATED WALLALL
1 HR FIRERATED WALLALL
1'-3"MIN
2'-0"CLRBATHENTRYSTUDIO BEDROOM
BATHROOM WALLMIN R-38 CLOSED CELLSPRAY FOAM INSULATIONAT ROOF, TYPMIN 8"MUDSILL TO GRADE REAR PLLINE OF(E) MAIN HOUSE
+0'-7" T.O. CONC CURB
MIN R-21 CLOSED CELLSPRAY FOAM INSULATIONAT WALLS, TYP
7'-8" HEADERAT TRANSOM7'-3" HEADERAT WEST WINDOWS
6'-6" HEADERAT NORTH WINDOW
GARAGE
KITCHEN
SKYLIGHT
DWDESK
7'-1012" CEILING, TYP
E(E) EXTERIORLIGHT FIXTURE
SIDE PL
312"
DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEOAKLAND, CA 94610APN 11-0855-20 Scale:Drawn By:
Revision: ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
A2.11/4" = 1'-0"(E) GARAGE PLAN &PROPOSED ADU PLAN &ROOF PLAN & SECTION7 OF 8 (E) WOOD DECK & STEPSIN FOREGROUND(E) GRADE AT ADU
2X4 WOOD TRELLIS
LINE OF(E) MAIN HOUSE LINE OF(E) MAIN HOUSEPL PL
(E) WOOD DECKMETAL RAIN LEADER, GRAYTO MATCH STUCCOMETAL SCUPPER, GRAYTO MATCH STUCCO FIBERGLASS DOOR, WHITEW. WOOD TRIM & SILL, WHITETO MATCH (E) MAIN HOUSE FIBERGLASS WINDOWS, WHITEW. MULLIONS AS SHOWN& WOOD TRIM & SILL, WHITETO MATCH (E) MAIN HOUSESTUCCO, GRAYTO MATCH (E) MAIN HOUSEMETAL COPING, WHITE (E) WOOD DECK
MEMBRANE ROOFING, GRAYW. GRAVEL
WHMINI-SPLIT
(E) WOOD DECK & STEPSIN FOREGROUND(E) GRADE AT ADU(E) CONCRETE APRON LINE OF(E) MAIN HOUSE LINE OF(E) MAIN HOUSEPL PL
(E) WOOD DECK(E) METAL RAIN LEADER,GRAY(E) METAL SCUPPER,GRAY (E) WOOD DOOR W. SIDE LITESW. WOOD TRIM, WHITETO BE RELOCATED(E) STUCCO, GRAY(E) METAL COPING, GRAY (E) WOOD DECK
(E) MEMBRANE ROOFING, GRAYW. GRAVEL
121/4
121/4
121/4
121/4
121/4
121/4
121/4
121/4
EXTERIORLIGHTFIXTURE
18'-4"18'-4"18'-4"18'-4"
(E) 18'-4"(E) 18'-4"(E) 18'-4"(E) 18'-4"
9'-312"
13'-3"
(E) 9'-312"
(E) 13'-3"
(E) WINDOWTO BE ENLARGED
(E) GRADE(E) GRADE
(E) GRADE(E) GRADE
(E) GRADE
(E) CONCRETE APRON(E) GRADE
DWG NO.
Drawing Title: CROFTON ADU564 CROFTON AVENUEOAKLAND, CA 94610APN 11-0855-20 Scale:Drawn By:
Revision: ZONING PERMIT SEPTEMBER 27, 2021
CL
DesignPO Box 303Junction City, CA 96048-0303(510) [email protected] Homeowner:Raquel Sefton & Dan Sharp564 Crofton AvenueOakland, CA 94610(415) [email protected] Cindy YP Lan
ADU EXISTING &PROPOSED ELEVATIONS1/4" = 1'-0"A4.08 OF 8 1 MEMORANDUM OF AGREEMENT
This MEMORANDUM OF AGREEMENT ( “MOA”), dated as of this ___ day of _____________, 202 2 (“Effective Date ”), is entered into by and between the City of Piedmont, a municipal corporation ( “Piedmont”) and the City of Oakland, a municipal corporation (“Oakland”), with reference to the following facts and circumstances:
RECITALS
A. The property located at 564 Crofton Avenue (the “Property”) consists of one lot, and two tax parcel s (APN No. 011 -0855-020-00 and 011 -0855-021-00), th at straddles the Piedmont/Oakland border. The assessor parcel map for the Property is provided as Exhibit A, which is attached hereto and incorporated herein. The Property is generally bounded by single-family properties at 558 & 570 Crofton Avenue on either side, single-family properties on 535 & 533 Boulevard Way at the rear, and single-family properties 565 & 569 Crofton Avenue across the street. The Property consists of 6,375 square feet (determined by a survey dated March 25, 2021) , with approx imately 2,225 square feet or 35 percent of which is located in Piedmont, and approximately 4,150 square feet or 65 percent of which is located in Oakland.
B. When considering properties intersected by the border between the City of Piedmont and the City of Oakland, by long -standing arrangement between the cities, certain properties are considered Piedmont properties for the purposes of providing 911 and other municipal services, and certain properties are considered Oakland properties for the purposes of providing 911 and other municipal services. The Property is considered a n Oakland property eligible for Oakland 911 services, municipal waste removal services, access to Oakland schools, and other municipal services. The neighboring residences which have v ehicular and pedestrian access to Crofton Avenue are also considered Oakland properties for those same services.
C. Cindy YP Lan/ New Avenue Inc. (“Applicant”) for Property owners Raquel Sefton and Dan Sharp desire to convert the existing 336-square-foot detached garage to an Accessory Dwelling Unit (ADU), with the entirety of the project located in Piedmont (“Project”).
D. The entire garage, approximately 336 square feet footprint, is located in Piedmont.
E. In order to efficiently consider the Project, the cities desire to enter into this MOA to memorialize the designation of Oakland as the lead agency for the purposes of both land use approvals and building inspection of the Project, including but not limited to issuance of building and occupancy permits, and the provision of 911 and other municipal services to the Project, consistent with the terms and conditions contained in this MOA.
AGREEMENT
NOW, THEREFORE, for good and valuable consideration, the receipt and adequacy of which is hereby acknowledged, the parties agree as follows:
Attachment C
2 I. Lead Agency under CEQA
Oakland shall serve as Lead Agency for purposes of review under the California Environmental Quality Act (CEQA).
II. Planning Approval Process
The City of Oakland will be the approval autho rity for all land use approvals regarding the Property, including but not limited to the current ADU proposal, zoning approvals, variances, and issuance of conditional use permits or the like, to the extent any such approvals may be necessary. Oakland shall apply its land use regulations, except as may be otherwise stated in this MOA.
A. Applications. The Applicant has submitted an application for an Accessory Dwelling Unit (ADU) to the City of Oakland Planning Department for the Project. The project is subject to ministerial approval within sixty (60) days pursuant to Government Code section 65852.2
B. Conditions of Approval . The City of Oakland will provide the City of Piedmont a copy of the Conditions of Approval for the Project, if any, if and when the Project is approved.
C. Ongoing Jurisdiction. Both Piedmont and Oakland understand that, by virtue of the proposed location of this Project, the Project, if approved, will be constructed both within the City of Oakland and the City of Piedmont. As a consequence, except as otherwise provided in this MOA, the Property is subject to the laws of both cities.
Oakland acknowledges the continuing jurisdiction of the City of Piedmont, its Charter, and its Municipal Code within those portions of the Pr operty located wit hin the City of Piedmont and will not undertake any action or approval that will result in any violation of any of those laws. Piedmont acknowledges the continuing jurisdiction of the City of Oakland, its Charter , and Municipal Code within those portions of the Project located within the City of Oakland and will not undertake any action or approval that will result in any violation of those laws, except as may regard planning or building approvals for buildings on the Property . The City of Oakland shall have jurisdiction over planning and building approvals for th e Property.
The City of Oakland and the City of Piedmont both reserve the right to take such actions as necessary to enforce the laws, conditions or requirements within each city. Both cities agree to cooperate with the other city in any action undertaken to enforce any condition or requirement imposed on the Project.
3 III. Building and Permit Issues
A. Building Permit and Plan Check . Oakland will be responsible for building permit issuance, plan check, issuance of certificates of occupancy, building inspections, assignment of unit address and similar activities for the entire Project consistent with the appropriate procedures, fees, and standards of Oakland. Except as set forth elsewhere in this MOA, ins pections of the Project will be conducted by the City of Oakland. Prior to the issuance of a building permit, the City of Oakland Fire Department shall review and approve the fire and life safety systems including, but not limited to, fire hydrants, fire sprinkler systems, fire alarm systems, fire department access, and water distribution systems. In addition, prior to the issuance of a building permit, the Oakland Planning Department shall review the building permit plans to ensure compliance with the appr oved Conditions of Approval, if any . The City of Oakland retains the authority to issue future building permits for buildings on the Property located either partially or wholly within its jurisdiction.
IV. Emergency Service
The Oakland Fire Department shall be responsible for the provision of emergency and public safety services to the Project, including those portions located in the City of Piedmont. Each City shall provide reciprocal response assistance as needed.
V. Fees
A. Public I mprovement Fees. The Applicant s hall be responsible for paying any public Improvement fees required for the Project in Oakland, including sewer connection fees and sewer user fees as applicable. The Applicant shall be responsible for paying sewer connection fees to the City of Oakland for those units in the Project that discharge to the City of Oakland sewer system. The sewer user fees are collected by East Bay Municipal Utility District as a part of water bills.
B. Other Fees. The Applicant shall be responsible for paying any fees required by Oakland for staff review of encroachment permits, building permit plans, public improvement plans, and subdivision maps for consistency with Project approvals and city design standards.
C. Not Comprehensive. The listing of specified fees in this Section V is not intended to serve as a comprehensive list of applicable fees from either jurisdiction.
4 VI. Indemnification
A. No Liability To Third Parties. Nothing in this MOA shall be deemed to create rights or obligations in the Applicant or third parties not signat ories to this MOA.
B. Indemnification.
Oakland. Oakland shall defend, indemnify and hold harmless Piedmont from and against any and all liability, loss, expense (including reasonable attorneys’ fees) or claims for injury or damage arising out of the performance of this MOA or arising from or connected to the approval process or relating to the Project, but only in proportion to and to the extent such liability, loss, expense, attorneys’ fees, or claims for injury or damages are caused by or the result of the negligent or Intentional acts or omissions of Oakland, its officers, agents or employees.
Piedmont. Piedmont shall defend, indemnify and hold harmless Oakland from and against any and all lia bility, loss, expense (including reasonable attorneys’ fees) or claims for injury or damage arising out of the performance of this MOA or arising from or connected to the approval process or relating to the Project, but only in proportion to and to the ext ent such liability, loss, expense, attorneys’ fees, or claims for injury or damages are caused by or the result of the negligent or intentional acts or omissions of Piedmont, its officers, agents or employees
VII. Miscellaneous Provisions
A. Notice. For any action related to this MOA. each City shall be sent notices at the following addresses:
To Piedmont:
City of Piedmont
120 Vista Avenue
Piedmont, CA 94611
Attention: Kevin Jackson, Planning & Building Director
Phone: 510-420-3050 FAX: 510-658-3167
Email: [email protected]
With a copy to:
City of Piedmont
Attention: City Attorney
120 Vista Avenue Piedmont, CA 94611
5 Phone: 510-273-8780 FAX: 510-839-9104
To Oakland:
City of Oakland
Dept. of Planning and Building
250 Frank H Ogawa Plaza, Suite 2114, Oakland, CA 94612
Attention: Heather Klein
Phone: (510) 238-3659
FAX: (510) 238-6538
Email: [email protected]
With a copy to:
Office of the City Attorney
1 Frank H. Ogawa Plaza,
Floor Oakland, CA 94612
Attention. Brian P. Mulry
Phone: (510) 238-6839
FAX: (510) 238-6500
Email: [email protected]
B. Headings. The headings in this MOA are for reference and convenience of the parties and do not represent substantive provisions of this MOA.
C. Governing Law. This MOA shall be governed by the laws of the State of California.
D. Modifications. Any modification of or amendment to this MOA will be effective only if it is signed in writing by all parties.
E. Counterparts. This MOA may be executed in any number of counterparts (including by fax, PDF, or other electronic means), each of which shall be deemed an original, but all of which shall constitute one and the same instrument.
F. Project Permit File. This MOU shall be kept and maintained at all times in the Property’s Planning Permit file with the City of Oakland Planning Department. The City of Piedmont shall be provided a copy of this MOU upon request.
[Signatures on Following Page]
6 7
IN WITNESS WHEREOF, Piedmont and Oakland have each caused this MOA to be duly executed on its behalf as of the Effective Date.
City of Piedmont
City of Oakland
By:
Name: Theadora Gray King
Title: Mayor
Attest:
By:
Name: John Tulloch
Title: City Clerk
Authorized by Resolution No. ________
Adopted _________________, 2022
By:
Name: William Gilchrist as designee for
Edward Reskin, City Administrator
Title: Director, Department of Planning
and Building
Approved as to form:
By:
Name: Brian Mulry
Title: Senior Deputy City Attorney
Approved as to form:
By:
Name: Michelle Marchetta Kenyon
Title: City Attorney