HomeMy WebLinkAbout100923 - 06.1HERITAGE RESOURCE COMMISSION STAFF REPORT 6.1
TO: Heritage Resource Commissioners October 9, 2023
SUBJECT: Resolution 2023-02, approving Development Plan request DEV23-0012
allowing a second story addition, the infill of an existing porch, and other
minor modifications to the Podva Farm House, a Designated Danville
Heritage Resource located at 809 Podva Road (APN 208-462-013).
PROJECT DESCRIPTION
The project includes a Development Plan request (DEV23-0012) to review architectural
elevations for the proposed 485 square foot addition to the second story, the infill of an
existing 102 square foot ground floor porch, and other minor alterations to the Podva
Farmhouse located at 809 Podva Road.
The project was reviewed by the Historic Design Review Board at a special meeting on
September 20, 2023, where it was recommended for approval with the caveat that the
proposed addition of stained glass to the attic vent and skylights on the historic portion
of the structure’s roof not be allowed.
EVALUATION
Conformance with General Plan and Zoning District
The site is located within the O-1 Limited Office District. The proposed development is
located within the existing building’s footprint and meets all applicable development
standards, including height and setbacks to property lines.
Issues to Discuss
The applicant is proposing an addition to the second story, the infill of an existing ground
floor porch, and other minor alterations. The following are requirements of the Town’s
Design guidelines for a Heritage Resource, and a description of how the proposed
development complies with the guidelines:
•5.1 Preserve an older addition that has achieved historic significance in its own right.
o The original Podva Farm House was a two-story house which was relocated
to the current location at 809 Podva Road. A non-historic addition was
809 Podva Road – Development Plan 2 October 9, 2023
previously added to the rear of the main structure in 1995. The proposed
development would not demolish or renovate the original historic home.
• 5.2 A more recent addition that is not historically significant may be removed.
o There is no proposed removal of any portion of the structure.
• 5.3 Place an addition at the rear of a building or set it back from the front to minimize
the visual impacts.
o The proposed second-story addition is located to the rear of the original home
above a previous non-historic addition. The enclosure of the entry niche
would also take place on the previous non-historic addition. The
development would not take away from the character of the home and would
not be blatantly visible from the street.
• 5.4 Do not obscure, damage, destroy or remove original architectural details and
materials of the primary structure.
o Construction of the proposed addition would not obscure, damage, destroy
or remove original architectural details of the primary structure. The addition
would be located above an existing non-historic addition. The development
proposes to replace the existing weathered wooden slats located on the attic
vent with stained glass panels to match the glass panels on the entry way
door. Historic pictures indicate the wooden slats element is part of the
historic architecture, and should be preserved or replaced in-kind. The
Historic Design Review Board recommends retaining the wooden slats
element and not allowing the addition of stained glass to the attic vent.
• 5.5 An addition should be compatible in scale and character with the primary
structure.
o The proposed addition is subordinate to the main historical farm house as it
is located to the rear of the primary structure and not blatantly visible from
the street.
• 5.6 Use building materials that are compatible with those of the primary structure.
o Horizontal lap siding would be applied to match the previous addition and
primary structure. Trim would match the existing home. Roof materials will
be consistent with that of the primary structure and previous addition.
• 5.7 Use windows that are similar in character to those of the main structure.
809 Podva Road – Development Plan 3 October 9, 2023
o Windows would be of similar character, proportion, and location to that of
the main structure.
• 5.8 The roof form of a new addition should be in character with that of the primary
building.
o The addition would have a roof form which is consistent with the existing
roof structure. The historic portion of the building has a dutch gable roof with
double cross gables. The non-historic addition has a dutch gable roof which
is proposed to be replaced with a gable roof with the addition of the second
story. Roof materials for the addition would be composition shingle to match
the main residence. The development proposes the addition of skylights to
the attic roof which is located on the historic portion of the structure. The
Historic Design Review Board recommends not allowing the addition of
skylights.
• 5.9 When constructing a rooftop addition, keep the mass and scale subordinate to
the primary building.
o The second story addition is smaller in scale and mass than the historic
primary structure placed in front of the addition.
• 5.10 Set a rooftop addition back from the front of the building.
o The rooftop addition will be set back from the front of the building as it is
located behind the existing second story.
• 5.11 When adding a dormer, it should be in character with the primary structure’s
design.
o The dormers in the proposed addition are in scale with the structure, are
below the ridge line of the primary structure, and would not overwhelm
the scale of the primary structure.
809 Podva Road – Development Plan 4 October 9, 2023
RECOMMENDATION
Approve Development Plan request DEV23-0012 allowing a second story addition, the
infill of an existing porch, and other minor modifications to the Podva Farm House, a
Designated Danville Heritage Resource located at 809 Podva Road.
Prepared by:
Riley Anderson-Barrett
Associate Planner
Attachments: A - Resolution 2023-02
B - Public Notice
C - Architectural Plans
RESOLUTION NO. 2023-02
APPROVING DEVELOPMENT PLAN REQUEST DEV23-0012 ALLOWING A
SECOND STORY ADDITION, THE INFILL OF AN EXISTING PORCH, AND
OTHER MINOR MODIFICATIONS TO THE PODVA FARM HOUSE, A
DESIGNATED DANVILLE HERITAGE RESOURCE LOCATED AT 809 PODVA
ROAD (APN 208-462-013).
WHEREAS, JOEL MALAKOFF (Owner/Applicant) has requested approval of
Development Plan application DEV23-0012 to allow for a second story addition, the infill of
an existing porch, and other minor modifications to a Designated Danville Heritage
Resource; and
WHEREAS, the subject site is located at 809 Podva Road, also known as the Podva Farm
House, and is further identified as Assessor’s Parcel Number 208-462-013; and
WHEREAS, the Town’s Historic Preservation Ordinance requires approval of a
Development Plan application prior to the construction of any alteration to a structure that
contains historical significance; and
WHEREAS, the project has been found to be Categorically Exempt from the Requirements
of the California Environmental Quality Act (CEQA), Section 15301, Class 1; Existing
Facilities; and
WHEREAS, the Heritage Resource Commission did review the project at a noticed public
hearing on October 9, 2023; and
WHEREAS, the public notice of this action was given in all respects as required by law;
and
WHEREAS, the Heritage Resource Commission did hear and consider all reports,
recommendations, and testimony submitted in writing and presented at the hearing; now,
therefore, be it
RESOLVED, that the Danville Heritage Resource Commission approves Development
Plan application DEV23-0012 and makes the following findings in support of this action:
Development Plan:
1.The applicant intends to obtain permits for construction within 18 months from the
effective date of plan approval.
ATTACHMENT A
PAGE 2 OF RESOLUTION NO. 2023-02
2.The development will be an attractive and efficient development, which will fit
harmoniously into and will have no adverse effects upon the adjacent or
surrounding development, in that, the applicant worked with a professional design team,
a historic architect, and the Town’s reviewing bodies to determine the most appropriate and
reasonable approach to the addition and modifications of the historic building.
3.The proposed development is consistent with the Danville 2030 General Plan and
the O-1; Limited Office District Ordinance, in that the Development Plan approval will
ensure the retention of a historic resource, and recognizes such resource as an essential part
of the Town’s heritage. The addition will fit seamlessly into the fabric of the downtown and
surrounding neighborhoods’ character.
4.The proposal will not be detrimental to the health, safety, and general welfare of the
Town, in that the development will meet all health and safety codes and is subject to
compliance with all applicable building codes and requirements.
5.The proposal is in consistent with The Town’s Historic Preservation Ordinance 32-
72 and the Town’s Design Guidelines for Heritage Resources, in that the Development
Plan observes the recommended approaches for the alteration of a historic structure.
Certificate of Approval:
1.The proposed alteration will not adversely affect the historically significant exterior
architectural features of the Heritage Resource or the special character, interest or
value of its neighboring improvements and surroundings, including facade, setback,
roof shapes, scale, height and relationship of material, color and texture. Specifically,
the applicant worked with a professional design team, a historic architect, and the Town’s
reviewing bodies to determine the most appropriate and reasonable approach to the alteration
of the historic building. In addition, the project is consistent with the requirements of the
Town’s Historic Preservation Ordinance and Design Guidelines for Heritage Resources.
2.The reviewing body relied upon the most current version of the Secretary of the
Interior's "Standards for Rehabilitation and Guidelines for Rehabilitating Historic
Buildings," the State Historic Building Code and the Town of Danville’s Design Guidelines
for Heritage Resources.
CONDITIONS OF APPROVAL
Conditions of approval with an asterisk ("*") in the left-hand column are standard project
conditions of approval. Unless otherwise specified, the following conditions shall be
complied with prior to the issuance of a building permit for the project. The Planning
Division shall review and approve each item unless otherwise specified.
PAGE 3 OF RESOLUTION NO. 2023-02
A. GENERAL
1.This approval is for Development Plan request DEV23-0012 allowing a
second story addition, the infill of an existing porch, and other minor
modifications to the Designated Danville Heritage Resource at 809 Podva
Road (the Podva Farm House). Except as may be modified by these
conditions of approval, development shall be substantially as shown on the
project drawings as follows:
a.Floor plans and elevations, labeled “Building Remodel 809 Podva
Road,” as prepared by Ruffin Architecture, consisting of 36 sheets,
dated received by the Planning Division on August 30, 2023.
2.The applicant shall pay any and all Town and other related fees that the
property may be subject to. These fees shall be based on the current fee
schedule in effect at the time the relevant permits are secured, and shall be
paid prior to issuance of said permit. Waiver of fees may be considered as
part of the recommended historic preservation incentives for the property,
which requires separate approval by the Town Council.
3.Prior to the issuance of a building permit, the applicant shall reimburse the
Town for notifying surrounding neighboring residents of the public hearing.
The fee shall be $198.89 ($130.00 + 83 notices X $0.83 per notice).
* 4. Prior to the issuance of building permits, the applicant shall submit written
documentation that all requirements of the San Ramon Valley Fire Protection
District have been, or will be, met to the satisfaction of the District.
* 5. In the event that subsurface archeological remains are discovered during any
construction or pre-construction activities on the site, all land alteration work
within 100 feet of the find shall be halted, the Town Planning Division
notified, and a professional archeologist, certified by the Society of California
Archeology and/or the Society of Professional Archeology, shall be notified.
Site work in this area shall not occur until the archeologist has had an
opportunity to evaluate the significance of the find and to outline
appropriate mitigation measures, if they are deemed necessary. If prehistoric
archaeological deposits are discovered during development of the site, local
Native American organizations shall be consulted and involved in making
resource management decisions.
* 6. Construction activity shall be restricted to the period between the weekday
hours of 7:30 a.m. to 5:30 p.m. (Mondays through Fridays), unless otherwise
PAGE 4 OF RESOLUTION NO. 2023-02
approved in writing by the City Engineer for general construction activity
and the Chief Building Official for building construction activity. Prior to
any construction work on the site, including grading, the applicant shall
install a minimum 3’ x 3’ sign at the project entry which specifies the
allowable construction work days and hours, and lists the name and contact
person for the overall project manager and all contractors and sub-
contractors working on the job.
* 7. The applicant shall provide security fencing, to the satisfaction of the City
Engineer and/or the Chief Building Official, around the site during
construction of the project.
* 8. A watering program which incorporates the use of a dust suppressant, and
which complies with Regulation 2 of the Bay Area Air Quality Management
District shall be established and implemented for all on and off-site
construction activities. Equipment and human resources for watering all
exposed or disturbed soil surfaces shall be supplied on weekends and
holidays as well as workdays. Dust-producing activities shall be
discontinued during high wind periods.
* 9. As part of the initial submittal for the building permit review process, the
applicant shall submit a written Compliance Report. This report shall list
each condition of approval followed by a description of what the applicant
has provided as evidence of compliance with that condition. The applicant
must sign the report. The report is subject to review and approval by the
City Engineer and/or Chief of Planning and/or Chief Building Official, and
may be rejected by the Town if it is not comprehensive with respect to the
applicable conditions of approval.
* 10. Planning Division sign-off is required prior to the completion of a Final
Building Inspection.
B. SITE PLANNING
* 1. All lighting shall be installed in such a manner that lighting is generally
down directed and glare is directed away from surrounding properties and
rights-of-way.
* 2. The location of any pad mounted electrical transformers shall be subject to
review and approval by the Planning Division prior to the issuance of a
building permit. To the extent feasible, such transformers shall not be located
between any street and the front of a building.
PAGE 5 OF RESOLUTION NO. 2023-02
C. ARCHITECTURE
* 1. All ducts, meters, air conditioning and/or any other mechanical equipment
whether on the structure or on the ground shall be effectively screened from
view with landscaping or materials architecturally compatible with the main
structures.
* 2. The street number for the buildings shall be posted so as to be easily seen
from the street at all times, day and night by emergency service personnel.
3.Project signage is not approved as part of this application. Design of tenant
signage, including any proposed lighting, shall be submitted for review and
approval by the Design Review Board and the Historic Design Review
Committee under a separate Sign Permit application.
4.The proposed modifications to the attic roof located on the historic portion of
the structure comprised of the addition of skylights and the addition of
stained glass where wooden slats exist are not approved as part of this
Development Plan.
D. HISTORIC PRESERVATION
1.Prior to issuance of a building permit for the project, Town staff, the project
Historic Architect, the Town Building Inspector for the project, and the
building contractor for the project shall participate in a pre-construction
meeting. The meeting shall focus on and highlight the historic preservation
related details and requirements associated with the building permit. During
the meeting, the Town and the contractor shall also review all historic
preservation related conditions of approval related to the project.
2.At least one week prior to the removal of any exterior building materials or
architectural elements that are required to be preserved and re-used as part
of the project, the applicant shall be required to notify in writing the Planning
Division of the date and time of the initiation of the work. The project’s
Historic Architect shall be required to be on site as necessary to inspect the
proper handling of the condition of the exterior building materials and
elements to be re-used. If any of the exterior building materials or elements
previously believed suitable for re-use is found to be in a substantially
deteriorated condition, their replacement shall be subject to approval by the
Planning Division in consultation with the project’s Historic Architect.
3.During the review of the building permit plans for the project and during
PAGE 6 OF RESOLUTION NO. 2023-02
project construction, the Town and the building contractor shall utilize the
Town Historic Preservation Checklist form to assure that all of the
preservation requirements outlined by these conditions of approval and
shown on the structural report/building preservation plans are fully
complied with.
E. GRADING
* 1. Any grading on adjacent properties will require prior written approval of
those property owners affected.
* 2. Stockpiles of debris, soil, sand or other materials that can be blown by the
wind shall be covered.
* 3. If toxic or contaminated soil is encountered during construction, all
construction activity in that area shall cease until the appropriate action is
determined and implemented. The concentrations, extent of the
contamination and mitigation shall be determined by the Contra Costa
County Health Department. Suitable disposal and/or treatment of any
contaminated soil shall meet all federal state and local regulations. If
deemed appropriate by the Health Department, the applicant shall make
provisions for immediate containment of the materials. Runoff from any
contaminated soil shall not be allowed to enter any drainage facility, inlet or
creek.
F. STREETS
* 1. The applicant shall obtain an encroachment permit from the Engineering
Division prior to commencing any construction activities within any public
right-of-way or easement.
* 2. All mud or dirt carried off the construction site onto adjacent streets shall be
swept each day. Water flushing of site debris or sediment or concrete
washing is expressly prohibited.
* 3. Any damage to street improvements now existing or done during
construction on or adjacent to the subject property shall be repaired to the
satisfaction of the City Engineer, at full expense to the applicant. This shall
include slurry seal, overlay or street reconstruction if deemed warranted by
the City Engineer.
PAGE 7 OF RESOLUTION NO. 2023-02
* 4. All improvements within the public right-of-way, including curb, gutter,
sidewalks, driveways, paving and utilities, shall be constructed in
accordance with approved standards and/or plans and shall comply with
the standard plans and specifications of the Development Services
Department and Chapters XII and XXXI of the Town Code. At the time
project improvement plans are submitted, the applicant shall supply to the
City Engineer an up-to-date title report for the subject property.
G. INFRASTRUCTURE
* 1. Domestic water supply shall be from an existing public water system. Water
supply service shall be from the East Bay Municipal Utility District water
system in accordance with the requirements of the District.
* 2. All wastewater shall be disposed into an existing sewer system. Sewer
disposal service shall be from the Central Contra Costa Sanitary District
sewer system in accordance with the requirements of the District. Any work
conducted on the street for sewer connection shall be coordinated with the
Town’s Development Services Department to avoid or minimize any public
impact.
* 3. Drainage facilities and easements shall be provided to the satisfaction of the
City Engineer.
* 4. All runoff from impervious surfaces shall be intercepted at the project
boundary and shall be collected and conducted via an approved drainage
method through the project to an approved storm drainage facility, as
determined acceptable by the City Engineer.
* 5. Roof drainage from structures shall be collected via a closed pipe and
conveyed to an approved storm drainage facility in the street curb. No
concentrated drainage shall be permitted to surface flow across sidewalks.
* 6. The applicant shall furnish proof to the City Engineer of the acquisition of all
necessary rights of entry, permits and/or easements for the construction of
off-site temporary or permanent road and drainage improvements.
* 7. All new utilities required to serve the development shall be installed
underground in accordance with the Town policies and existing ordinances.
All utilities shall be located and provided within public utility easements,
sited to meet utility company standards or in public streets.
PAGE 8 OF RESOLUTION NO. 2023-02
* 8. All street, drainage or grading improvement plans shall be prepared by a
licensed civil engineer.
H. MISCELLANEOUS
1.The project shall be constructed as approved. Minor modifications in the
design, but not the use, may be approved by staff. Any other change will
require Planning Commission and/or Heritage Resource Commission
approval through a revised Development Plan review process.
* 2. As a part of the issuance of a demolition permit and/or building permit for
the project, the developer shall submit a recycling plan for building and
construction materials and the disposal of green waste generated from land
clearing on the site. Prior to obtaining framing inspection approval for the
project, the applicant/owner shall provide the Planning Division with
written documentation (e.g., receipts or records) indicating that waste
materials created from the demolition of existing buildings and the
construction of new buildings were/are being recycled according to their
recycling plan, or in an equivalent manner.
* 3. The proposed project shall conform to the Town’s Stormwater Management
and Discharge Control Ordinance (Ord. No. 94-19) and all applicable
construction and post-construction Best Management Practices (BMPs) for
the site. For example, construction BMPs may include, but are not limited to:
the storage and handling of construction materials, street cleaning, proper
disposal of wastes and debris, painting, concrete operations, dewatering
operations, pavement operations, vehicle/equipment cleaning, maintenance
and fueling and stabilization of construction entrances. Training of
contractors on BMPs for construction activities is a requirement of this
permit.
PAGE 9 OF RESOLUTION NO. 2023-02
APPROVED by the Heritage Resource Commission at a regular meeting on October 9,
2023 by the following vote:
AYES:
NOES:
ABSTAINED:
ABSENT:
_____________________________
CHAIR
APPROVED AS TO FORM:
_______________________________ ______________________________
CITY ATTORNEY CHIEF OF PLANNING
NOTICE OF A PUBLIC HEARING
Danville Heritage Resource Commission Meeting
Monday, October 9, 2023, at 5:00 p.m. | Town Meeting Hall, 201 Front Street
Project Name: DEV23-0012 – 809 Podva Road
Case File Nos.: DEV23-0012
Location: 809 Podva Road | APN: 208-462-013
Description: Development Plan request DEV23-0012 allowing a second story addition, the infill
of an existing porch, and other minor modifications to the Designated Danville
Heritage Resource at 809 Podva Road (the Podva Farm House).
Environmental
Review This project has been found to be Categorically Exempt from the requirements of
the California Environmental Quality Act (CEQA), Section 15301, Class 1, Existing
Facilities.
Property Owner and
Applicant: Joel Malakoff
809 Podva Road,
Danville, CA 94526
Staff Contact: Riley Anderson-Barrett, Associate Planner
(925) 314-3314
Randersonbarrett@danville.ca.gov
All interested persons are encouraged to attend and be heard at the scheduled public hearing at 5:00
p.m. on Monday, October 9, 2023, at the Town Meeting Hall at 201 Front Street, Danville, CA.
NOTE: If you challenge the Town’s decision on this matter in court, you may be limited to raising
only those issues you or someone else raised at the public hearing described in this notice, or in
written correspondence delivered to the Town at, or prior, to the public hearing.
In compliance with the Americans with Disabilities Act, the Town of Danville will provide special assistance
for disabled citizens. If you need special assistance to participate in this meeting, please contact the City Clerk
(925) 314-3388. Notification 48 hours prior to the meeting will enable the Town to make reasonable
arrangements to ensure accessibility to this meeting. [28CFR 35.102-35.104 ADA Title II]
ATTACHMENT B
Vicinity Map and Hearing Notice Boundary
809 Podva Road
To view the plans for the proposed project, please visit our Development Activity
Map, which is available on our website or by scanning the QR code above.
PROJECT SITE
1234567891011121314151617181920212223242526272829303132333435363738394041424344454647484950515253545556575859606162636465666768
A B C D E
APN NAME ADDRESS CITY STATE ZIP
208381009 DREVNO MARK E & CAROL B TRE PO BOX 1164 LAFAYETTE CA 94549
208381001 BOURQUIN JEAN M TRE 10 ADAIR CT DANVILLE CA 94526
208381010 SHEFFIELD KRISTIN KAY 11 ADAIR CT DANVILLE CA 94526
208540003 LIN STEPHEN 112 GERALD DR DANVILLE CA 94526
208540004 AUS GEOFFREY & COLEEN TRE 118 GERALD DR DANVILLE CA 94526
207012008 BUTE DEVELOPMENT LLC 118 TRACY CT ALAMO CA 94507
208540002 NOLAN STEPHEN CRAIG & LISA 119 GERALD DR DANVILLE CA 94526
208540005 SCHUBB JONATHAN & BRECK TRE 124 GERALD DR DANVILLE CA 94526
208540001 COLEMAN JAMES D TRE 125 GERALD DR DANVILLE CA 94526
207011004 INTREPID PARTNERS LLC 12885 ALCOSTA BLVD #A SAN RAMON CA 94583
208462011 MULLIKIN PATRICK & GAIL TRE 131 GERALD DR DANVILLE CA 94526
208381018 CUELLAR JOHN S & MARIJO TRE 1333 FOUNTAIN ST ALAMEDA CA 94501
208461001 WHITESIDE DEAN E & WENLI 137 GERALD DR DANVILLE CA 94526
208461002 WASHALASKI JOHN R & GERALDINE 139 GERALD DR DANVILLE CA 94526
208381002 SCHMID DANIEL & CYNTHIA TRE 14 ADAIR CT DANVILLE CA 94526
207012006 SAN RAMON VALLEY FIRE PRO DIST 1500 BOLLINGER CANYON RD SAN RAMON CA 94583
207490005 LIU MARINA TRE 152 SAINT FRANCIS BLVD DALY CITY CA 94015
208462013 SWIGGETT GARY D TRE 156 LEONA CT ALAMO CA 94507
208381008 HEADSTROM DENISE DAWN TRE 17 ADAIR CT DANVILLE CA 94526
208381003 NIELSEN STANLEY & ELEANOR TRE 18 ADAIR CT DANVILLE CA 94526
208381011 DAY NORMAN S & SANDRA L TRE 200 MORRIS RANCH RD DANVILLE CA 94526
208382005 HERMAN KRISTEN & MATTHEW 201 MORRIS RANCH RD DANVILLE CA 94526
208381012 HAGEWIESCHE DANIEL P TRE 204 MORRIS RANCH RD DANVILLE CA 94526
208382004 MIRZAI NASSER & AFSOON 205 MORRIS RANCH RD DANVILLE CA 94526
208382003 BILL SEAN P & JENNIFER R 209 MORRIS RANCH RD DANVILLE CA 94526
208381007 HORUK RICHARD TRE 21 ADAIR CT DANVILLE CA 94526
208184009 GUASTAVINO GREGORY & ANNA 210 MONTEGO DR DANVILLE CA 94526
208381014 THOMAS REJI C & CHAITALI TRE 212 MORRIS RANCH RD DANVILLE CA 94526
208382002 MCHARGUE WILLIAM D TRE 213 MORRIS RANCH RD DANVILLE CA 94526
208382001 MARIOTTI RYAN & COLLEEN TRE 217 MORRIS RANCH RD DANVILLE CA 94526
208381004 CHACE THOMAS & PATRICIA TRE 22 ADAIR CT DANVILLE CA 94526
208390017 CHANCE ROBERT S & ANNA M TRE 221 MORRIS RANCH RD DANVILLE CA 94526
208381016 DAUGHTERS JAMES & MARILYN TRE 224 MORRIS RANCH RD DANVILLE CA 94526
208190025 BUCKLEY STACY E TRE 22550 SW HIGHLAND DR APT 230 SHERWOOD OR 97140
208184003 SIMPSON KRISTINE M TRE 226 MONTEGO DR DANVILLE CA 94526
208390010 GROSS GLENN J 227 MORRIS RANCH RD DANVILLE CA 94526
208381017 SMITH L STEPHEN TRE 228 MORRIS RANCH RD DANVILLE CA 94526
208390009 PSOMAS STEPHEN M & AMY C TRE 231 MORRIS RANCH RD DANVILLE CA 94526
208184002 PARKER JEAN 234 MONTEGO DR DANVILLE CA 94526
208462001 KLINS MARK A & KATHRYN L TRE 239 MORRIS RANCH CT DANVILLE CA 94526
208462010 HOLZ TIMOTHY J & MARILEE TRE 240 MORRIS RANCH CT DANVILLE CA 94526
208462002 VELTHOEN BRENT & JULIANNA TRE 243 MORRIS RANCH CT DANVILLE CA 94526
208462009 COLLINS ROBERT & JUDYANN TRE 244 MORRIS RANCH CT DANVILLE CA 94526
208462003 KLOPP MARK V & MEGAN M TRE 247 MORRIS RANCH CT DANVILLE CA 94526
208462008 FRANCO ERNEST A & CAROL J 248 MORRIS RANCH CT DANVILLE CA 94526
208381006 BALDYGA JOHN J TRE 25 ADAIR CT DANVILLE CA 94526
208462007 RUST WILLIAM C JR & LEE J 252 MORRIS RANCH CT DANVILLE CA 94526
208381005 GONSALVES DANIEL JR TRE 26 ADAIR CT DANVILLE CA 94526
208184004 SARGENT MARIA T TRE 2904 QUAIL ST DAVIS CA 95616
207011009 801 SAN RAMON LLC 3049 STONEGATE DR ALAMO CA 94507
208170001 HALL DAYLE S & NICOLE L TRE 324 CLIFFSIDE DR DANVILLE CA 94526
208184010 ABADIR JEFFREY & CYNTHIA ANN 33 PODVA PL DANVILLE CA 94526
208184011 HACKETT ZAIDA P TRE 35 PODVA PL DANVILLE CA 94526
208390016 REGELMANN ADAM 37 BOWER PL DANVILLE CA 94526
208184012 BIBEAU CAMILLE 37 PODVA PL DANVILLE CA 94526
208184013 HARRISON CLIVE A & JANET E TRE 39 PODVA PL DANVILLE CA 94526
208390011 MCENTUSH DAVID L & CYNTHIA L 40 BOWER PL DANVILLE CA 94526
207012010 790 SRVB LLC 4125 BLACKHAWK PLAZA CIR #105 DANVILLE CA 94506
208381015 CUNNINGHAM PAMELA R TRE 496 SAINT FRANCIS DR DANVILLE CA 94526
208390001 MERVINE C RICHARD & CLAIRE TRE 52 ALEXANDER LN DANVILLE CA 94526
208390008 MAZZONE CHRISTOPHER J TRE 55 ALEXANDER LN DANVILLE CA 94526
207011002 HIDALGO KATHLEEN TRE 550 GRIMSBY LN DANVILLE CA 94506
208390002 ELLIS JAMES B & BARBARA C TRE 56 ALEXANDER LN DANVILLE CA 94526
207012001 SARTIP NASSER 744 SAN RAMON VALLEY BLVD DANVILLE CA 94526
207012007 BAROUMAND HOMAYOUN 760 SAN RAMON VALLEY BLVD DANVILLE CA 94526
207012009 R & P VENTURES LLC 780 SAN RAMON VALLEY BLVD DANVILLE CA 94526
208540010 DANVILLE LIVERY OFFICES LLC 7855 IVANHOE AVE STE 333 LA JOLLA CA 92037
69707172737475767778798081828384
A B C D E
207490001 ZARDOSHTI FARZAD DEHNAVIZADEH 822 PODVA RD A DANVILLE CA 94526
207490002 KO SAN KO 822 PODVA RD B DANVILLE CA 94526
207490003 CHANDLER JAMES 824 PODVA RD A DANVILLE CA 94526
207490004 LIEDSTRAND CHARLES W 824 PODVA RD B DANVILLE CA 94526
208381013 RATHBUN TIMOTHY & CANDACE TRE 827 CAMINO AMIGO DANVILLE CA 94526
207490007 TIERNAN MEGHAN 828 PODVA RD A DANVILLE CA 94526
207490008 REED TERYL JUSTIN 828 PODVA RD B DANVILLE CA 94526
207490009 KITAJIMA MELISSA A 830 PODVA RD A DANVILLE CA 94526
207490010 CHRISTOV CHAVDAR & EMILY 830 PODVA RD B DANVILLE CA 94526
207490011 VERHOEK CHRISTINA 832 PODVA RD A DANVILLE CA 94526
207490012 ROSS LUCAS 832 PODVA RD B DANVILLE CA 94526
207011005 FERREIRA ROBERT A TRE 852 PODVA RD A DANVILLE CA 94526
216070004 E & G LLC 9 GARDINER CT ORINDA CA 94563
207490006 FISHER GARRICK WOODS 90 WOODRANCH CIR DANVILLE CA 94506
208184007 BLACKBURN JAMES & LESLIE TRE 901 OCHO RIOS DR DANVILLE CA 94526
207011006 866 PODVA ROAD LLC 923 NATOMA CT WALNUT CREEK CA 94596
GSPublisherVersion 2502.0.7.100
AU
G
S
U
B
M
I
T
T
A
L
.
p
l
n
r
e
v
:
8
/
1
9
/
2
3
p
r
i
n
t
:
8
/
1
9
/
2
3
5
:
1
7
P
M
D RUFFIN
AS NOTED
A 0.1
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
7-21-23
B
u
i
l
d
i
n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i
l
l
e
,
C
a
l
i
f
o
r
n
i
a
COVER SHEET
23
6
3
B
o
u
l
e
v
a
r
d
C
i
r
c
l
e
,
S
t
e
.
2
Wa
l
n
u
t
C
r
e
e
k
C
A
9
4
5
9
5
da
v
e
@
r
u
f
f
i
n
a
r
c
h
t
i
e
c
t
u
r
e
.
c
o
m
92
5
-
3
4
8
-
2
6
0
6
RU
F
F
I
N
A
R
C
H
I
T
E
C
T
U
R
E
+
AR
C
H
I
T
E
C
T
U
R
E
+
I
N
T
E
R
I
O
R
S
PLAN CHECK
Owners: Joel Malakoff
Address: 809 Podva Road
Danville, CA 94556
APN: 208-462-013-3
Zoning:
Lot Size: 19,602 square feet
Built: Front Building 1887, rear Addition 1995
Front Set Back: 20’-0”
Side Setbacks: Min 10’-0”, 20’-0” aggregate
Rear Setback: 15’-0’
Height Limit: new work does not exceed existing height
Construction: Three story Type V-A Wood Frame, with Sprinklers
Occupancy: Offices B-2
Historic Home: 1,947 square feet circa 1887
(E) Addition: 1,607 square feet circa 1995
Proposed: 1.Add 485 square feet to enlarge Addition second floor
2. Remodel 3rd floor attic with stair and insulation to add
263 square feet of conditioned space.
3. Fill in entry porch for waiting area, add 102 square feet
Proposed total: 4,404.00 square feet
Description: 1.Accessiblity:
a.Update Accessible parking per code: $2,500.
b.Add new Accessible ramp to main entry: $37,000.
c.Add new entry stair, landing and access doors:
$44,500.
d.Provide new accessible toilet room on second floor:
$60,000.
Total Accessible Upgrades: $144,000.00
2.In the Existing Buildings:
a.Remove existing addition’s first floor offices and
rebuild similar with new layout.
b.Update interior framing in 1887 Attic and add new
interior staircase to Attic. Finish room as office with
north facing skylights, invisible from the parking lot.
c.On the Addition’s second floor, remove and rebuild
the roof to increase usable floor area over existing
framing. This will add 485 square feet.
d.Create new kitchens on first and second floors.
e.Remodel existing private bathroom to add shower.
f.Add doors to existing second floor offices.
g.Update Mechanical systems to new layouts on each
floor. Reuse (E) heat-pump for new 3rd floor space.
A 0.1
A 0.2
A 0.4
A 0.3
A 1.1
A 2.0
A 2.1
A 2.2
A 2.3
A 2.4
A 2.5
A 2.6
A 2.7
A 2.8
A 3.1
A 3.2
A 4.1
A 4.2
A 4.3
A 4.4
A 4.5
A 4.6
A 5.1
A 5.2
G-1
G-2
T-24-1
T-24-2
T-24-3
T-24-4
T-24-5
T-24-6
T-24-7
S-1
S-2
S-3
COVER SHEET
PHOTOS
NOTES AND WINDOWS
RENDERINGS
SITE PLAN
EXISTING FIRST FLOOR
FIRST FLOOR
SECOND FLOOR
THIRD FLOOR ATTIC
NEW ROOF PLAN
FIRST FLOOR LIGHTING
2ND FLOOR LIGHTING
ATTIC LIGHTING
ELECTRICAL PLANS
SECTIONS
SECTIONS
SOUTH ELEVATION
NORTH ELEVATION
EAST ELEVATION & SEC…
WEST ELEVATION & SE…
FIRST FLR INTERIORS
2ND FLOOR INTERIORS
DETAILS
DETAILS
CAL GREEN
CAL GREEN
TITLE 24
TITLE 24
TITLE24
TITLE 24
TITLE 24
TITLE 24
TITLE 24
STRUCTURAL
STRUCTURAL
STRUCTURAL NOTES
Building Remodel
809 Podva Road
Danville, CA
VICINITY MAP PROJECT NOTES
SHEET INDEX
ADD NEW ACCESSIBLE RAMP, STAIRS
AND LANDING TO MAIN ENTRY AT SIDE
FILL IN EXISTING PORCH TO CREATE
NEW INTERIOR WAITING AREA
REBUILD ROOF AND WALLS ON
EXISTING TJ FLOOR TO INCREASE
SECOND FLOOR OFFICE AND ADD
2 NEW GABLES OVER ENTRY
REMODEL ATTIC OF EXISTING
1997 ADDITION TO INCREASE
OFFICE AREA BY 485 SQUARE
FEET
REMOVE WOODEN SLATS
AND REFRAME WITH WINDOW
AND STAINED GLASS PANEL
TO MATCH FRONT DOOR
ATTACHMENT C
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 0.2
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 0.2
7-21-23
PHOTOS
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a6FRONT OF 1887 BUIL DING
15 EXISTING 1995 ADDITION
5 EXISTING RAILING 1 EXISTING W AL KWA Y13WEST FACE 9 WI NDOW SILL
FILL IN ENTRY NICHE
AND ADD NEW CCNCETE
LANDING, STAIR AND
ACCESSIBLE RAMP
REPLACE WOODEN
VENT SLATS WITH
NEW DOUBLE PANE
WINDOW WITH
STAINED GLASS
PANEL
NO OTHER CHANGES
TO FACE OF HISTORIC
BUILDING
AT NEW LANDING ON SOUTH SIDE ENTRY,
DUPLICATE EXISTING RAILING WITH REDWOOD
BACK PRIME AND PAINT TO MATCH
NEW SIDEWALK, RAMP AND SOUTHERN
ENTRY PORCH TO DUPLICATE EXISTING
BRICK PLATE PAVERS
ALL NEW WINDOW TRIM TO MATCH
EXISTING REDWOOD BACK PRIMED
AND PAINTED TO MATCH
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 0.3
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 0.3
7-21-23
RENDERINGS
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
5 EXISTING BUIL DINGFROM SOUTHEAST
7 PROPOSED CHANGES TO SOUTH SIDE15PROPOSED NORTH AND WEST WALLS
1 3 EXISTING BACK OF BUILDING FROM NOR THWE ST
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 1.1
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 1.1
7-21-23
SITE PLAN
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
2
4
1
2
3
4
5
SCALE: 1:3.56ACCESSIBLE LOGO
7 5 '-0 "
5 '-0 "
4 0 '-0 "
1 0 '-0 "
17'-1/2"28'-0"
4 '-0 "
5 '-0 "
1887 HISTORIC
OFFICE BUILDING
EXTERIOR UNCHANGED
(E) STEP
NEW ACCESS RAMP
NEW CONCRETE PORCH
TO MAIN ENTRY W/RAMP,
STAIRS & RAILINGS T0
MATCH (E)
NO PARKING
EXISTING PAVEDPARKING LOT
REPAINT STRIPING &
LOGO TO MATCH
DETAILS 3 & 7 THIS
PAGE
SIDEWALK IS
LEVEL TO PARKING
LOT PAVING
ADD UPDATED SIGN
BELOW EXISTING
DETAIL 11 THIS PAGE
ADD ARROWED SIGN
SHOWING ADA ACCESS
AT SOUTH ENTRY PER
DETAILS 15 THIS PAGE
ADD PRIVATE PARKING
SIGN AND TOWING
PER DETAIL 11
UP 1/12
REMOVE AND REPLACE
SIDEWALK TO (E) WESTERN
ENTRY ADDING CONCRETE
STEPS
CL
ADD NEW WINDOWS
TO NORTH AND WEST
WALLS OF ADDITION
EXISTING SIDEWALK
NEW APPROACH
TO RAMP
N
21'-0"
5 '-0 "
160'-1/2"
PROPERTY LINE N 78º 21' 39" E
260.40
P R O P E R T Y L I N E S 1 1 X 0 4 2 ' E
7 5 '-0 0 "
P R O P E R T Y L I N E S 1 1 º 4 2 ' 1 7 " E
7 5 '-0 "
PROPERTY LINE S 78º 21' 39" W
260.40
1995 OFFICE ADDITION
FILL IN 1ST FLOOR PORCH
AND REFRAME 2ND FLOOR
OFFICES
FILL IN EXISTING
PORCH
SAVE PLANTINGS BETWEEN
BUILDING AND RAMP
SCAL E: 1/4" = 1'-0"15 UPDATED PARKING SIGN
SCAL E: 1/4" = 1'-0"11 ACCESSIBLE SIGNAGE
SCAL E: 1/4" = 1'-0"3 ACCESSIBLE PAR KING
SCAL E: 1/4" = 1'-0"7 ACCESSIBLE L OGO
SCAL E: 1" = 10'13 SITE PL AN & ACCESSIBLE PARKING
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A-1.2
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A-1.2
7-21-23
NEW RAMP &
ENTRY
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
S11S12
A
UP
1 0 '-0 "
17'-0"
6 '-1 1 1 /2 "
4 '-0 "
5 '-0 "
29'-0" VIF
5 '-4 1 /2 "
8'-0"
4'-6"4'-6"
12"
2 '-2 "
13A 4.4
13A 4.31A 4.1
NEW MAIN
ENTRY
ELEVATION +30"
NEW +/- 29" HIGH ACCESSIBLE RAMP
UP RAMP
1/12 SLOPE
ALIGN PROTECT AND SAVE (E) PLANTING STRIP AT WINDOWS
ALIGN
BROOM SWEPT CONC
PLATFORM +29-3/4"
SLOPING ¼" TO SOUTH,
WRAP STD SITE BRICK
PLATE AROUND OUTSIDE
1
2
3
4
5
NEW CONCRETE ACCESSIBLE RAMP, DIVIDE INTO 6 EQUAL
SECTIONS WITH SCORED JOINT. WRAP PERIMETER IN BRICK PLATE
TO MATCH EXISTING SIDEWALKS AND AT THIRDS ON RAMPNEW CONCRETE STAIR
WITH 6" RISERS AND
14" TREADS WITH ABBRASIVE
STRIPS AT THE TOE
REMOVE (E) SIDEWALK.
ALIGN NEW SIDEWALK
TO CENTER ON NEW
ENTRY DOOR
1-½" Ø PAINTED STEEL
HANDRAIL, EXTEND ONE
TREAD PLUS 12" AT BOTTOM
EXISTING SIDEWALK
WITH BRICK PLATE
EDGE
REMOVE (E) CONCRETE
PATIO AND WOOD STAIR
NEW ENTRY
36" HIGH, 1-½" Ø PAINTED STEEL HANDRAIL, BOTH
SIDES; EXTEND 12" AT TOP AND BOTTOM OF RAMP
WRAP PLATFORM WITH
PRIMED AND PAINTED REDWD
BOLLARDS TO MATCH (E)
CL
1'-0" MIN
3 '-0 "1 0 "
3 '-0 "
29'-0"
EQUAL EQUAL EQUAL EQUAL
1'-0"
4 "
NEW ACCESSIBLE RAMP, SLOPE EXACTLY 1" IN 12"
WITH HANDRAILS AT 36" AND BOTTOM GUARD RAIL
AT 4" ABV RAMP
LIGHTLY SANDBLAST, PRIME AND
PAINT BUILDING ACCENT BLUE WITH
AUTOMOTIVE ACRYLIC ENAMEL,
LOW SHEEN
CAST CONCRETE WITH 2"Ø BY 9"
RECESSES FOR RAILING POSTS
SET IN DRYSET MORTAR
OUTSIDE EDGE BORDER WITH
SITE STANDARD BRICK PLATE
TO MATCH SIDEWALK. MITER TO
RAMP SURFADE BRICK PLATE
SCALE: 3/8" = 1'-0"13 NEW ENTRY THRESHOLD
SCALE: 1/4" = 1'-0"14 RAMP AND STAIR ISO
SCALE: 1/4" = 1'-0"15 RAMP AND STAIR HAND RAILS
SCALE: 1/4" = 1'-0"9 NEW ENTRY PLATORM
SCAL E: 1/4" = 1'-0"7 R AMP ELEVATION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 2.1
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 2.1
7-21-23
FIRST FLOOR
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
1
2
3
4
5
6
7
8
9
10
11
12
13
1
4
1
5
1
6
1
7
N12N11 N13
5 ' b y
6 '
0 1
3 ' b y
8 '
01
3'-6" by 6'-8"
2'-6" by 6'
5 ' b y
6 '
5 ' b y
6 '
5 ' b y
6 '
W11
5' by 6'5' by 6'
S11S12
A
2'-6" by 6'2'-6" by 6'2'-6" by 6'
2'-6" by 6'
02
3' by 6'-8"
0 2
3 ' b y
6 '-8 "
01
3' by 6'-8"
2'-6" by 6'2'-6" by 6'2'-6" by 6'
G
C
F
E
D
23
2'-8" by 6'-8"
B
1
2
3
4
5
N
FRIG
40'-3"40'-6"
8'-2"5'-1/2"8'-2"
4 '-9 "5 '-1 1 /2 "
3'-1 1/2"
8 '-6 "
8 '-6 "
3 0 '-4 -½"
5'-7 1/2"
10'-8"3 1/2"3'-9"3 1/2"9'-2 1/2"3 1/2"15'-6"
6'-6"
1 2 '-1 "
1 1 '-2 1 /2 "
3 1 /2 "
9 '-2 1 /2 "
3 1 /2 "
9 '-2 1 /2 "
9'-2 1/2"3-½"9'-1 1/2"3 1/2"6'-1"
6'-1"6'-2"6'-1 1/2"
16'-4 1/2"
29'-7"
10'-8"3 1/2"10'-8"
1 0 '-0 "
17'-0"
6 '-1 1 1 /2 "
4 '-0 "
5 '-0 "
29'-7"
5 '-4 1 /2 "
5'-4"6'-3"5'-5"
6 '-7 1 /2 "
5 1 /2 "
6 '-0 "
5 '-0 "
5A 4.3
5A 4.5
7
A 4.5
6
A 4.5
9A 4.5
E-42
PORCH
OFFICE
EXISTING
ACCESSIBLE
TOILET
EXISTING
TOILET
NEW MAIN
ENTRY
KITCHEN
NEW
SHOWER
100
101
102
103
104
105 106
107 108
109
110
114
113112
111
115
OFFICE
OFFICE OFFICE
OFFICE
OFFICE
OFFICE
WAITING
1995 ADDITION 1887 BUILDING
CONFERENCE
NEW +/- 29" HIGH ACCESSIBLE RAMP UP RAMP
1/12 SLOPE
RECEPTION
OFFICE
ALIGN NORTH WINDOWS
ON BOTH FLOORS
CL
ALIGN
A L I G N
PROTECT AND SAVE (E) PLANTING STRIP AT WINDOWSALIGN
EXISTING
STAIR TO
SECOND
FLOOR
NEW SHOWER
WITH 32" CLR.
WASHING AREA
AND SEMI-FRAMELESS
7'-0" ENCLOSURE
13A 4.4
13A 4.4
14A 3.1 14A 3.1
13A 4.3
13A 4.3
14
A 3.2
14
A 3.2
1A 4.1
#A 4.2
14A 4.2
SCAL E: 1/4" = 1'-0"13 PROPOSED FIRST FLOOR
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 2.2
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 2.2
7-21-23
SECOND FLOOR
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
1
2
3
4
5
6
7
8
9
10
11
12
13
1
4
1
5
1
6
1
7
394.62 sq ft
9 '-7 1 /2 "
8'-10"8'-8 1/2"3 1/2"8'-3 1/2"3 1/2"
9'-8"
1 3 '-0 "
28'-11 1/2"
10'-0"
OFFICE OFFICE OFFICE OFFICE
OFFICE
KITCHEN
COPIES
TOILET
CONFERENCEROOM
COMPUTERS
REMOVE (E) WALLS AND CUT
BACK ROOF SPRINKLER LINES
TO ENLARGE SPACE
REMOVE (E) WALLS AND REFRAME
FOR NEW LAYOUT AND ACCESSIBLE
TOILET ROOM
1
2
3
4
5
6
7
8
9
10
11
12
13
1
4
1
5
1
6
1
7
6 8
2 '-6 " b y
6 '
6 8
2 '-6 " b y
6 '
68
2'-6" by 6'
68
2'-6" by 6'
68
2'-6" by 6'
68
2'-6" by 6'
71
2'-6" by 6'
72
2'-6" by 6'
N24
R
M ON
S22
W-22
W21
N23
S21
N21 N22
Q
P
I H
K
J
L
N
FRIG
5A 4.3
9 '-7 1 /2 "
36'-1/2"
3 '-1 0 "
7'-3 1/2"
12'-2 1/2"5 1/2"11'-2-½"5 1/2"11'-2-½"
6'-0"6'-0"
3 '-8 1 /2 "
1 6 '-1 1 1 /2 "
1 2 '-7 1 /2 "
5 1 /2 "
6'-6 1/2"
3'-11"36'-1/2"33'-0"
3 '-1 0 "
2 3 '-6 1 /2 "
2 '-2 "
10'-8"2'-8 1/2"10'-9"
3 0 '-4 1 /2 "
4 '-2 1 /2 "
6 '-1 1 "
4'-1"
5 1 /2 "
1 1 '-2 1 /2 "
5 1 /2 "
3'-1-½"
16'-4 1/2"
29'-7"
7 '-6 "
4 '-3 1 /2 "
4 '-3 "
8 '-1 1 /2 "
4 '-0 "
13A 4.4
14A 4.6
10A 4.6
6A 4.6
5
A 4.6
12A 4.6
E-41
OFFICE OFFICE OFFICE OFFICE
OFFICE
STORAGE
CLOSET
OFFICE
CONFERENCE
OFFICE
STORAGE
S U P P L I E S
COMPUTER
CENTER
ACCESSIBLE
TOILET
200
202
201
207
203204205206
208
209
210
211212
214215216
213
CL
REMOVE DOOR AND RETRIM OPENING
CONFIRM THAT (E) DOORWAY
IS 2'-10" CLEAR
(E)
(E)
EXISTING STAIR
NEW STAIRWAY TO ATTIC:
UP 9'-4" (VIF) IN 16 7" RISERS
WITH 11" TREADS AND DRESSED
IN OAK TO MATCH (E) STAIR WITH
HANDRAILS ON BOTH SIDES
14A 3.1 14A 3.1
13A 4.3
14
A 3.2
14
A 3.2
#A 4.2
14A 4.2
SCALE: 1/4" = 1'-0"13 EXISTING SE COND FL OOR
SCAL E: 1/4" = 1'-0"15 PROPOSED SECOND FLOOR
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 2.3
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 2.3
7-21-23
THIRD FLOOR
ATTIC
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
1
2
3
4
5
6
7
8
9
1
0
1
1
1
2
1
3
1
4
1
5
1
6
N
300
5A 4.3
13A 4.4
14A 3.1
13A 4.3
14
A 3.2
14
A 3.2
14A 4.2
CROW'S NEST
SAVE EXISTING FLOOR JOISTS
AND INSTALL NEW 1-¼" T&G
PLYWOOD WALL TO WALL
SCREWED AND GLUED
1 5 '-3 "
19'-2"
1 5 '-8 1 /2 "
8 '-5 "
31'-7"
3 0 '-4 -½"
13'-3 1/2"4'-7 1/2"3'-4 1/2"
6 '-4 "
1 8 '-3 "
5 '-9 1 /2 "
3 '-8 "
8 '-9 1 /2 "
4 '-8 "
26'-11"
2'-9 1/2"5'-5"9'-7"4'-9 1/2"4'-1"
(E) TRIPLE 2 X 6 HIP RIDGE
(E) 4 X 8 STRUCTURAL COLAR
(E) 2 X 6 RAFTERS 16" O.C.
(E) 6 X 3 ATTIC VENTS, EACH
SIDE
263.34 sq ft
N
GFI GROUND FAULT DUPLEX WALL
OUTLET SPACED PER CODE
EXISTING WALL MOUNT WHITE
DUPLEX ELECTRICAL OUTLET
EXISTING ELECTRICAL FOURPLEX
WALL OUTLET
ELECTRICAL SCHEDULE
NUMBER INDICATES HEIGHT
OF CENTER OF INSTALLED
J-BOX
EXISTING RECESSED WALL MOUNT
ELECTRICAL SUBPANEL
GFI +44"
WALL MOUNTED ELECTRIC
HEAT PUMP
HEAT PUMP
(E) PNL
WALL MOUNT WHITE DUPLEX
ELECTRICAL OUTLET
ELECTRICAL FOURPLEX WALL
OUTLET
(E)
(E)
NEW RECESSED ELECTRICAL SUBPANEL
TELEPHONE HARD LINE OR
INTERNET WALL JACK
PNL
300
CROW'S NEST
SCALE: 1/4" = 1'-0"15 NE W R OOF AND ATTIC IMPROVEMENTS
SCAL E: 1/4" = 1'-0"5 ATTIC RCP FRAMING
SCALE: 1/4" = 1'-0"1 3 CROW'S NEST ELECTRICAL
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 2.4
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 2.4
7-21-23
NEW ROOF PLAN
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
N
300
5A 4.3
13A 4.4
14A 3.1 14A 3.1
13A 4.3
14
A 3.2
14
A 3.2
#A 4.2
14A 4.2
ATTIC CROW'S NEST
3 0 '-4 -½"
SKYLIGHTS SKY 1 & SKY 2
N
SCALE: 1/4" = 1'-0"13 EXISTING R OOF PLAN
SCAL E: 1/4" = 1'-0"1 5 PROPOSED ROOF PL AN
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 3.1
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 3.1
7-21-23
SECTIONS
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a4'-6"
9 '-7 "
1 '-6 "
8 '-8 " N T S
1 '-1 1 /2 "
9 '-1 /2 "
2 8 '-4 1 /2 "
3 '-6 "
9 '-7 "
1 '-6 "
4'-2 1/2"
41'-9"40'-6"
1 3 '-0 "
EXISTING ADDITION HISTORIC BUILDING
SCALE: 1/4" = 1'-0"14 WEST EAST SECTION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 7 P M
A 3.2
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 3.2
7-21-23
SECTIONS
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
5 '-0 "
3 '-6 "
1 1 '-1 "
8 '-8 " N T S
1 0 '-1 1 "
SCALE: 1/4" = 1'-0"14 EAST WE ST SECTION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 8 P M
D RUFFIN
AS NOTED
A 4.1
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
7-21-23
B
u
i l d
i
n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e
,
C
a
l i f
o
r
n
i a
SOUTH ELEVATION
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
PLAN CHECK
3 '-6 "
1 4 '-6 "
1 2 '-7 1 /2 "
4'-3 1/2"5'-11"10'-9"
2'-8 1/2"
10'-9"5'-11"
3 0 '-7 1 /2 "
6 '-4 "
12
9
12
9
12
9
12
9
12
9
(E)(E)(E)(E)(E)(E)
(E)(E)(E)(E)
1995 ADDITION 1887 BUILDING
S21 S22
A
S11 S12
REMOVE EXISTING ROOF AND
BUILD LARGER ADDTION OVER
EXISTING TRUSS JOIST FLOOR
NEW ROOFING TO MATCH (E)
WITH CLASS 'A' FLAME SPREAD
RATING
FILL IN EXISTING PORCH AND
ADD NEW WALL TO CREATE
EXTRA SPACE IN OFFICE
NEW CONCRETE LANDING,
STAIR AND ACCESSIBLE RAMP
SCALE: 1/4" = 1'-0"1 SOUTH ELEVATION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 8 P M
A 4.2
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 4.2
7-21-23
NORTH
ELEVATION
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
3 7 '-8 "
3 0 '-7 1 /2 "
3'-1-½"
16'-4-½"
29'-7"
12
9
12
9
12
9
PROPOSED
SKYLIGHTS
N24
1995 ADDITION1887 BUILDING
REMOVE EXISTING ROOF AND
BUILD LARGER ADDTION OVER
EXISTING TRUSS JOIST FLOOR
NEW ROOFING TO MATCH (E)
WITH CLASS 'A' FLAME SPREAD
RATING
ADD THREE NEW WINDOWS
INTO EXISTING WALL. ALIGN
TO WINDOWS ON SECOND FLOOR
N23 N22 N21
N13 N12 N11
(E)(E)
(E)(E)(E)
CONTINUOUS RIDGE VENT
OVER NEW ROOF
SCALE: 1/4" = 1'-0"14 NORTH ELEVATION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 8 P M
A 4.3
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 4.3
7-21-23
EAST ELEVATION
& SECTION
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
(E)(E)
(E)
(E)
(E)
6 '-8 "
6 '-3 1 /2 "
3 '-6 "
1 1 '-1 "
8 '-8 " N T S
8 "
9 '-7 "
NEW STAIRWAY TO ATTIC:
UP 9'-4" (VIF) IN 16 7" RISERS
WITH 11" TREADS AND DRESSED
IN OAK TO MATCH (E) STAIR WITH
HANDRAILS ON BOTH SIDES. FRAME
WITH 4 2 X 12 STRINGERS EQUALLY
SPACED
CROWS
NEST
REMOVE AGED WOOD SLATS
AND REPLACE WITH CUSTOM
TRIANGULAR WDW WITH STAINED
GLASS INSERT TO MATCH
FIRST FLOOR STAINED GLASS
SCAL E: 1/4" = 1'-0"13 NORTH SOUTH SECTION A
SCAL E: 1/4" = 1'-0"5 EXISTING EAST ELEVATION
GSPublisherVersion 2502.0.7.100
A U G S U B M I T T A L .p l n r e v : 8 /1 9 /2 3 p r i n t : 8 /1 9 /2 3 5 :1 8 P M
A 4.4
ISSUE
DATE:
SCALE:
DRAWN BY:
SHEET NO:
D RUFFIN
AS NOTED
A 4.4
7-21-23
WEST
ELEVATION &
SECTION
2 3 6 3 B o u l e v a r d C i r c l e , S t e . 2
W a l n u t C r e e k C A 9 4 5 9 5
d a v e @ r u f f i n a r c h t i e c t u r e .c o m
9 2 5 -3 4 8 -2 6 0 6
R U F F I N A R C H I T E C T U R E +
A R C H I T E C T U R E + I N T E R I O R S
B
u
i l d
i n
g
R
e
m
o
d
e
l
8
0
9
P
o
d
v
a
R
o
a
d
D
a
n
v
i l l e ,
C
a
l i f
o
r
n i a
12
9
12
9
12
9
12
9
12
9
12
9
(E)(E)
W11
W21
W22
W31
REMOVE EXISTING ROOF AND
WALLS TO BUILD A LARGER OFFICE
SPACE OVER EXISTING TRUSS JOIST
FLOOR WITH BEAMS AND COLUNMNS
TO ADDRESS NEW LOADS
NEW ROOFING TO MATCH (E)
WITH CLASS 'A' FLAME SPREAD
RATING
FILL IN EXISTING PORCH AND
ADD NEW WALL TO CREATE
EXTRA SPACE IN OFFICE
NEW CONCRETE LANDING,
STAIR AND ACCESSIBLE RAMP
REMOVE WEATHERED WOOD
ATTIC VENT AND REPLACE WITH
CUSTOM TRIANGULAR WINDOW
AND STAINED GLASS PANEL
TO MATCH (E) ENTRY STAINED
GLASS, PHOTO THIS PAGE
2'-6"
25'-3"
12
9
12
9
12
9
12
9
MATCH EXISTING CONSTRUCTION
AND FINISH COLORS.
42" HIGH PT POSTS WITH 1 X 8
REDWOOD WRAP
SCAL E: 1/4" = 1'-0"9 WEST ELEVATION
SCALE: 1/4" = 1'-0"13 ADDITION ATTIC SECTION
SCALE: 1:2.3111PODVA STAINED GLASS PATTERN
SCALE: 1/4" = 1'-0"7 ORIGINAL POST DESIGN