HomeMy WebLinkAbout02/09/2021 PLANNING
COMMISSION
AGENDA
February 9, 2021
6:30 PM
CONSISTENT WITH THE GOVERNOR’S EXECUTIVE ORDER TO STAY AT HOME,
AVOID GATHERINGS AND MAINTAIN SOCIAL DISTANCING, THIS MEETING
WILL BE CONDUCTED TELEPHONICALLY. MEMBERS OF THE PLANNING
COMMISION AND CITY STAFF WILL BE PARTICIPATING VIA
TELECONFERENCE, WHICH IS BEING RECORDED.
YOU CAN PARTICIPATE IN THE MEETING BY VISITING:
https://attendee.gotowebinar.com/registe r/1060163817918599951
Audio +1 (562) 247 -8422 - Attendee Access Code: 197-570-576
Copies of staff reports or other written documentation relating to agenda items are on
file in the Planning Division of the Community Development Department, located at
21810 Copley Drive, and are available for public inspection. If you have questions regarding
an agenda item, please call (909) 839-7030 during regular business hours.
Written materials distributed to the Planning Commission within 72 hours of the Planning Commission
meeting are available for public inspection online at:
http://diamondbarca.iqm2.com/Citizens/Default.aspx
Chairperson Kenneth Mok
Vice Chairperson William Rawlings
Commissioner Naila Barlas
Commissioner Mahendra Garg
Commissioner Raymond Wolfe
In an effort to comply with the requirements of Title II of the Americans with
Disabilities Act of 1990, the City of Diamond Bar requires that any person in need of any
type of special equipment, assistance or accommodation(s) in order to communicate at a
City public meeting must inform the Community Development Department at
(909) 839-7030 a minimum of 72 hours prior to the scheduled meeting.
The City of Diamond Bar uses recycled paper
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City of Diamond Bar
Planning Commission
MEETING RULES
PUBLIC INPUT
The meetings of the Diamond Bar Planning Commission are open to the public. A member of the public
may address the Commission on the subject of one or more agenda items and/or other items of which
are within the subject matter jurisdiction of the Diamond Bar Planning Commission. At this time, the
teleconference moderator will ask callers one at a time to give their name and if there is an agenda item
number they wish to speak on before providing their comment. If you wish to speak on a public hearing
item or commission consideration item, you will then be called upon to speak at that point in the
agenda.
As a general rule, the opportunity for public comments will take place at the discretion of the
Chairperson. However, in order to facilitate the meeting, persons who are interested parties for an item
may be requested to give their presentation at the time the item is called on the calendar. The
Chairperson may limit individual public input to five minutes on any item; or the Chairperson may limit
the total amount of time allocated for public testimony based on the number of people requesting to
speak and the business of the Commission.
Individuals are requested to conduct themselves in a professional and businesslike manner.
Comments and questions are welcome so that all points of view are considered prior to the
Commission making recommendations to the staff and City Council. When speaking, please direct your
questions and comments to the Commission, not to staff or other members of the public.
In accordance with State Law (Brown Act), all matters to be acted on by the Commission must be
posted at least 72 hours prior to the Commission meeting. In case of emergency or when a subject
matter arises subsequent to the posting of the agenda, upon making certain findings, the Commission
may act on item that is not on the posted agenda.
INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE COMMISSION
Agendas for Diamond Bar Planning Commission meetings are prepared by the Planning Division of the
Community Development Department.
Every meeting of the Planning Commission is recorded and duplicate recordings are available for a
nominal charge.
HELPFUL CONTACT INFORMATION
Copies of Agenda, Rules of the Commission, CDs of Meetings (909) 839-7030
Email: info@diamondbarca.gov
Website: www.diamondbarca.gov
Consistent with the Governor’s Executive Order to stay at home, avoid gatherings and maintain
social distancing, this meeting will be conducted telephonically and Members of the Planning
Commission and City staff will be participating via Teleconference. There will be no physical
meeting location.
CITY OF DIAMOND BAR
PLANNING COMMISSION
February 9, 2021
AGENDA
Next Resolution No. 2021-03
CALL TO ORDER: 6:30 p.m.
PLEDGE OF ALLEGIANCE:
1. ROLL CALL: COMMISSIONERS: Naila Barlas, Mahendra
Garg, Raymond Wolfe, Vice Chairperson William
Rawlings, Chairperson Kenneth Mok
2. MATTERS FROM THE AUDIENCE/PUBLIC COMMENTS:
This is the time and place for the general public to address the members of the
Planning Commission on any item that is within its jurisdiction, allowing the public
an opportunity to speak on non-public hearing and non-agenda items. At this
time, the teleconference moderator will ask callers one at a time to give their
name and if there is an agenda item number they wish to speak on before
providing their comment. If you wish to speak on a public hearing item or
commission consideration item, you will then be called upon to speak at that
point in the agenda
3. APPROVAL OF
AGENDA:
Chairperson
4. CONSENT CALENDAR:
The following items listed on the consent calendar are considered routine and
are approved by a single motion. Consent calendar items may be removed from
the agenda by request of the Commission only:
4.1 Minutes of the City Council and Planning Commission Special Joint
Meeting – January 26, 2021
4.2. Minutes of the Planning Commission meeting – January 26, 2021
FEBRUARY 9, 2021 PAGE 2 PLANNING COMMISSION
4.3 Corrected minutes of the Planning Commission Meeting –
December 8, 2020
5. OLD BUSINESS: None.
6. NEW BUSINESS: None.
7. PUBLIC HEARINGS:
7.1 Development Review Planning Case No. PL2020-142 - Under the authority of
Diamond Bar Municipal Code Section 22.48, the property owner is requesting
Development Review approval to construct a 670 square-foot addition and
façade remodel to an existing two-story, single-family residence. The subject
property is zoned Low Medium Residential (RLM) with an underlying General
Plan land use designation of Low Medium Residential.
PROJECT ADDRESS: 1523 Silver Rain Drive
Diamond Bar, CA 91765
PROPERTY OWNER/ Jim Pan
APPLICANT: 1523 Silver Rain Drive
Diamond Bar, CA 91765
ENVIRONMENTAL DETERMINATION: The project has been reviewed for
compliance with the California Environmental Quality Act (CEQA). Based on that
assessment, the City has determined the project to be Categorically E xempt from
the provisions of CEQA pursuant to Article 19 under 15301(e) (additions to
existing structures) of the CEQA Guidelines. No further environmental review is
required.
RECOMMENDATION: Staff is requesting the Planning Commission review the
proposed project for compatibility with the surrounding neighborhood, open the
public hearing to take testimony from the public, and provide direction to staff.
8. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS:
9. STAFF COMMENTS / INFORMATIONAL ITEMS:
10. SCHEDULE OF FUTURE EVENTS:
*Until further notice and consistent with the Governor’s latest Executive
Order to stay at home, all City meetings will be conducted telephonically.
PRESIDENTS’ DAY HOLIDAY
Monday, February 15, 2021
In observance of the holiday, City offices
will be closed. City offices will re-open on
Tuesday, February 16, 2021
FEBRUARY 9, 2021 PAGE 3 PLANNING COMMISSION
11. ADJOURNMENT:
CITY COUNCIL MEETING: Tuesday, February 16, 2021, 6:30 pm
PLANNING COMMISSION MEETING: Tuesday, February 23, 2021, 6:30 pm
CITY COUNCIL MEETING: Tuesday, March 2, 2021, 6:30 pm
TRAFFIC AND TRANSPORTATION
COMMISSION MEETING:
Thursday, March 11, 2021, 6:30 pm
PARKS AND RECREATION
COMMISSION MEETING:
Thursday, March 25, 2021, 6:30 pm
CITY OF DIAMOND BAR
MINUTES OF THE CITY COUNCIL AND PLANNING COMMISSION
SPECIAL JOINT MEETING
JANUARY 26, 2021
CALL TO ORDER: Mayor Lyons called the Special Joint Meeting of the
City Council and Planning Commission to order at 5:30 p.m.
Mayor Lyons announced that consistent with COVID-19 regulations, all Council Members
and staff participated via teleconference and there was no physical location for public
attendance. The Public was invited to join the meeting online or by phone at the numbers
printed on the agenda.
PLEDGE OF ALLEGIANCE: Mayor Lyons led the Pledge of Allegiance.
ROLL CALL:
COUNCIL MEMBERS: Andrew Chou, Stan Liu, Steve Tye, Mayor Pro
Tem Ruth Low, and Mayor Nancy Lyons
PLANNING COMMISSIONERS: Naila Barlas, Mahendra Garg, Raymond Wolfe,
Vice Chair William Rawlings, and Chair
Kenneth Mok
Staff participating telephonically: Dan Fox, City Manager; James Eggart, Assistant City
Attorney; Greg Gubman, Community Development Director; Grace Lee, Senior
Planner; May Nakajima, Associate Planner; Stella Marquez, Administrative Coordinator;
Kristina Santana, City Clerk.
APPROVAL OF AGENDA: As submitted.
1. 2021-2029 HOUSING ELEMENT UPDATE WORKSHOP
CDD/Gubman introduced John Douglas, AICP, J.H. Douglas and Associates who
provided a presentation on the 2021 -2029 Housing Element Update.
CDD/Gubman recommended the following actions:
● Receive Public Comments
● Provide feedback and direction to staff to facilitate the preparation of the
Draft 2021-2029 Housing Element Update.
PUBLIC COMMENTS:
Paul Deibel stated that he has lived in the community for many years and is a
St. Denis parishioner. He and other parishioners discussed how over the years
housing prices have increased to the point that their kids are unable to afford to
live and buy property in the community and felt that an objective of this process
should be to provide affordable housing to help young people and essential
workers to be able to afford to live in Diamond Bar.
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COUNCIL AND PLANNING COMMISSION DISCUSSION:
C/Chou thanked staff and Mr. Douglas for the presentation and said he look ed
forward to working with staff to move the Housing Element forward.
C/Liu thanked staff for the presentation and asked what the size requirement was
for each unit and how accessory units factor into that requirement.
Mr. Douglas responded to C/Liu that the California Building Code has size
requirements that generally relate to the construction of housing. In terms of the
Housing Element and the General Plan, there is no direct requirement on the size
of housing units. Regarding accessory dwelling units, when contemplating how
the City can accommodate the RHNA allocated to Diamond Bar, there are two
basic ways the City can demonstrate capacity to accommodate the RHNA –
1) through land that is zoned to allow housing (single family housing, multi-family
housing or mixed use) and 2) through Accessory Dwelling Units (ADU’s). As staff
prepares the Housing Element, it will look at what the production trend has been
in ADU’s. In most cities, there has been a significant increase in homeowners’
interest in constructing ADU’s. Based on those trends, Diamond Bar will, in its
Housing Element, represent to the state what level of ADU production it expects
to see over the next eight (8) years. Based on how HCD views the situation, the
City will get potential “credits” for those future ADU’s in terms of showing capacity
to accommodate that RHNA number.
C/Tye said that cities have pushed back on RHNA numbers the state has required
of the SCAG region. He then asked what the likelihood was that the deadline to
adopt the Housing Element would beextended.
Mr. Douglas responded that there have been proposals for extending the deadline
and to his knowledge, there has been no indication from the Sta te of California that
they are willing to extend the deadline for Housing Elements. The deadline is
October 15th for preparing and adopting a Housing Element and there is a three -
year window that cities can adopt changes to their zoning regulations to con form
to the Housing Element policies and programs. For example, the focus areas do
not currently have zoning consistent with the new General Plan, and the City has
three years to go through a process of amending its zoning to come into
conformance with both the General Plan focus areas as well as, requirements that
are in state law for what that zoning must include.
MPT/Low thanked Mr. Douglas for his thorough presentation. She agrees with
public speaker Deibel, believes the community should provide housing for many
different groups by increasing the diversity in the City’s housing stock, and looks
forward to good work from the consultant and staff to fulfill this portion of the plan.
C/Garg asked if the City could impose disability requirements for spe cial needs
individuals on developers.
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Mr. Douglas responded that normally, cities cannot require developers to produce
housing that is targeted at people with disabilities. However, state law focuses on
regulations that cities allow certain types of housing that is tailored to those with
disabilities.
C/Wolfe thanked Mr. Douglas for his thorough presentation and stated that this is
an important conversation that will impact this community for decades moving
forward. C/Tye was correct that there has been a lot of discussion concerning the
RHNA numbers the state has required of the SCAG region and Mr. Douglas noted
that this cycle witnessed significant increases over past cycles and is not
consistent with historic housing production. That stated, Diamond Bar must
provide the necessary planning to meet the required numbers which means that
the City has a really important task ahead to balance the quality of life that this
community desires, and demands of the City while also addressing the need for
increased housing stock.
Chair/Mok asked if the Housing Element will be completed with the joint effort of
the City Council and Planning Commission; will the City be organizing a GPAC
type of committee or task force to include the public input; and, if the state and
county guidelines for COVID-19 continue, how will that effect completion of this
project.
Mr. Douglas responded that cities are required to seek out public comment and
review of all planning documents and to that end, the City will be structuring future
meetings to provide opportunities for that to happen. In addition, with regard to in-
person meetings and conducting meetings remotely, most cities are trying to use
other techniques to solicit public input, i.e. the website or submission of questions
and comments through email and online, questionnaires online, etc. Staff will do
its best within the constraints of COVID-19.
CDD/Gubman responded to Chair/Mok that the City will not be seating a GPAC -
type committee for the Housing Element because the General Plan created the
framework through the mixed-use districts as to what staff believes will fully
accommodate the City’s RHNA requirement. The process of defining
implementation through zoning or specific plans in the mixed-use districts to meet
those numbers will provide the focus of the Housing Element update. At this time,
while staff does not contemplate more joint meetings with the Planning
Commission and City Council, staff is willing to reconsider such meetings in the
future. At this point, staff will return to work on d rafting the Housing Element and
bring it to the Planning Commission for review and comment which will then go to
City Council after addressing Planning Commission feedback, and on to the HCD.
Once the document goes through its review cycle with HCD, the Public Hearing
will commence with the Planning Commission for recommendation to the City
Council for adoption. Throughout that timeframe, staff will employ different
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opportunities for the public to provide feedback and review of the Draft Housing
Element document. COVID-19 does not seem to persuade the state to extend the
deadline which is frustrating to staff, but staff will do its best to meet the deadline.
M/Lyons asked when staff contemplates the public will be given an opportunity to
give their input.
Mr. Douglas said that tonight was the first opportunity for public comments,
questions, etc. and there will be a number of additional meetings over the next
eight or nine months. M/Lyons asked if 60 days forward would be a good estimate
of time for future public input and Mr. Douglas said he believed that 60 days would
offer a good timeline.
Councilmembers concurred to direct staff to proceed to facilitate the preparation
of the Draft 2021-2029 Housing Element Update.
ADJOURNMENT: With no further business to conduct, M/Lyons adjourned the
Joint City Council/Planning Commission Special Meeting at 6:36 p.m.
Respectfully submitted:
__________________________
Kristina Santana, City Clerk
The foregoing minutes are hereby approved this________ day of __________, 2021.
____________________________
Nancy Lyons, Mayor
________________________________________
Kenneth Mok, Planning Commission Chairman
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MINUTES OF THE CITY OF DIAMOND BAR
MEETING OF THE PLANNING COMMISSION
JANUARY 26, 2021
CONSISTENT WITH THE GOVERNOR’S LATEST EXECUTIVE ORDER TO STAY AT
HOME, AVOID GATHERINGS, AND MAINTAIN SOCIAL DISTANCING, THIS MEETING WAS
CONDUCTED TELEPHONICALLY AND PLANNING COMMISSIONERS, CITY STAFF, AND
MEMBERS OF THE PUBLIC PARTICIPATED VIA TELECONFERENCE.
CALL TO ORDER:
Chair/Mok called the meeting to order at 6:41 p.m.
PLEDGE OF ALLEGIANCE: C/Barlas led the Pledge of Allegiance.
1. ROLL CALL: Commissioners: Naila Barlas, Mahendra Garg,
Raymond Wolfe, Vice Chairperson William Rawlings and
Chairman Kenneth Mok.
Staff participating telephonically: Greg Gubman, Community Development Director; James
Eggart, Assistant City Attorney, Grace Lee, Senior Planner; Mayuko (May) Nakajima,
Associate Planner; Stella Marquez, Administrative Coordinator
2. PUBLIC COMMENTS: None
3. APPROVAL OF AGENDA: As presented.
4. CONSENT CALENDAR:
4.1 Minutes of the Regular Planning Commission Meeting – January 12,
2021.
C/Wolfe moved, VC/Rawlings seconded, to approve the January 12, 2021,
Meeting Minutes. Motion carried by the following Roll Call vote:
AYES: COMMISSIONERS: Barlas, Wolfe, VC/Rawlings,
Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: Garg (self-muted in error)
5. OLD BUSINESS: None
6. NEW BUSINESS: None
7. PUBLIC HEARING(S):
7.1 Development Review and Conditional Use Permit Amendment PL2020-123
– Under the authority of Diamond Bar Municipal Code Sections 22.48 and 22.58,
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________________________________________________________________________
JANUARY 26, 2021 PAGE 2 PLANNING COMMISSION
________________________________________________________________________
the applicant and property owner requested Development Review and
Conditional use Permit Amendment approval to renovate and construct a 1,138
square foot addition to the existing children’s center building and playground
area; contract 3,752 square feet of covered patio/canopy for community gathering
areas, re-landscape and restripe parking spaces at Evangelical Free Church of
Diamond Bar. The subject property is zoned Low Medium Residential (RLM) with
an underlying General Plan land use designation of Low Medium Residential.
PROJECT ADDRESS: 3255 S. Diamond Bar Boulevard
Diamond Bar, CA 91765
PROPERTY OWNER: Evangelical Free Church of Diamond Bar
3255 S. Diamond Bar Boulevard
Diamond Bar, CA 91765
APPLICANT: Ruben Van Colenberghe
21330 Hidden Pines Drive
Diamond Bar, CA 91765
(C/Garg’s audio operational and returned to meeting.)
AP/Nakajima presented staff’s report, and recommended Planning Commission
approval of Development Review and Conditional Use Permit Amendment
PL2020-123, based on the Findings of Fact, and subject to the conditions of
approval as listed within the Resolution.
C/Garg expressed concerns about noise levels during construction.
VC/Rawlings commented that this is a historic site. Prior to construction of the
church, the property was the original ranch house location for Frederick Lewis.
Chair/Mok opened the public hearing.
(By Email – read by AP/Nakajima) Ying Li objected to the project because she
felt it would bring a lot of noise, inconvenience and crime to the neighborhood.
Phil Meister, elder chair and representative for Evangelical Free Church of
Diamond Bar, described the project as an improvement to the façade and will not
increase current church activities with improvements to accommodate children in
the future. There will be usual noise during construction.
Stuart Berriman, project designer, stated that he has worked very closely with
staff to meet codes. The primary objective of this project is to bring continuity
and a new heart to the center that has been put together in pieces over the years.
Chair/Mok closed the public hearing.
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________________________________________________________________________
JANUARY 26, 2021 PAGE 3 PLANNING COMMISSION
________________________________________________________________________
VC/Rawlings moved, C/Barlas seconded, to approve Development Review and
Conditional Use Permit Amendment PL2020-123, based upon the Findings of
Fact and Conditions of Approval as listed within the Resolution. Motion carried
by the following Roll Call vote:
AYES: COMMISSIONERS: Barlas, Garg, Wolfe, VC/Rawlings,
Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: None
8. PLANNING COMMISSION COMMENTS/INFORMATIONAL ITEMS:
C/Wolfe reiterated Chair/Mok’s previous statements asking for the community to shop
and enjoy outdoor dining in Diamond Bar. Businesses are suffering.
VC/Rawlings agreed with C/Wolfe.
9. STAFF COMMENTS/INFORMATIONAL ITEMS:
CDD/Gubman stated that on February 9th the Planning Commission will consider one
public hearing item, an addition to a single family residence on Silver Rain Drive.
10. SCHEDULE OF FUTURE EVENTS:
As listed in the agenda.
ADJOURNMENT: With no further business before the Planning Commission,
Chair/Mok adjourned the regular meeting at 7:05 p.m.
The foregoing minutes are hereby approved this 9th day of February, 2021.
Attest:
Respectfully Submitted,
_______________________________________
Greg Gubman, Community Development Director
_______________________________
KENNETH MOK, Chairperson
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MINUTES OF THE CITY OF DIAMOND BAR
MEETING OF THE PLANNING COMMISSION
DECEMBER 8, 2020
CONSISTENT WITH THE GOVERNOR’S EXECUTIVE ORDER TO STAY AT HOME, AVOID
GATHERINGS AND MAINTAIN SOCIAL DISTANCING, THIS MEETING WAS CONDUCTED
TELEPHONICALLY AND PLANNING COMMISSIONERS, CITY STAFF, AND MEMBERS OF
THE PUBLIC PARTICIPATED VIA TELECONFERENCE.
CALL TO ORDER:
Chair/Mok called the meeting to order at 6:41 p.m.
PLEDGE OF ALLEGIANCE: Chairperson Mok led the Pledge of Allegiance.
1. ROLL CALL: Commissioners: Naila Barlas, Mahendra Garg,
Raymond Wolfe, and Chairman Kenneth Mok.
Absent: Vice Chairperson William Rawlings
Staff participating telephonically: Greg Gubman, Community Development Director; James
Eggart, Assistant City Attorney; Grace Lee, Senior Planner; Stella Marquez, Administrative
Coordinator.
2. PUBLIC COMMENTS: None
3. APPROVAL OF AGENDA: As presented.
4. CONSENT CALENDAR:
4.1 Minutes of the Regular Planning Commission Meeting – November 24, 2020.
C/Wolfe moved, C/Barlas seconded, to approve the November 24, 2020, Meeting
Minutes as presented. Motion carried by the following Roll Call vote:
AYES: COMMISSIONERS: Barlas, Garg, Wolfe, Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: VC/Rawlings
5. OLD BUSINESS: None
6. NEW BUSINESS: None
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________________________________________________________________________
DECEMBER 8, 2020 PAGE 2 PLANNING COMMISSION
________________________________________________________________________
7. PUBLIC HEARING(S):
7.1 Development Review PL No. 2020-108 – Under the authority of Diamond Bar
Municipal Code Section 22.48, the applicant and property owner requested
Development Review approval to construct a new 8,311 square foot single family
residence with a 1,520 square foot garage and 3,364 square feet of deck area on
a 1.20 gross acre (52.272 gross square foot) undeveloped lot. The subject
property is zoned Rural Residential (RR) with an underlying General Plan land
use designation of Rural Residential.
PROJECT ADDRESS: 2218 Indian Creek Road
Diamond Bar, CA 91765
PROPERTY OWNER: Ash Patel
14035 Sweet Grass Lane
Chino Hills, CA 91709
APPLICANT: Winn Wittman
Winn Wittman Architecture
1108 Lavaca Street, Suite 110-488
Austin, TX 78701
SP/Lee presented staff’s report and recommended Planning Commission approval of
Development Review PL No. 2020-108, based on the Findings of Fact, and subject to
the conditions of approval.
Chair/Mok opened the public hearing.
Winn Wittman, Project Architect, said they are excited to move forward for Ash Patel
and his family with this special project.
Mr. Patel said Mr. Wittman and his team have been wonderful to work with and he and
his family look forward to building their home and living in The Country Estates. He
complimented SP/Lee and her team who he said had been most welcoming.
Carl Masnec, 2205 Indian Creek, asked what would be done to miti gate construction
noise, what the anticipated period of construction is, how soil issues have been
addressed and whether a bond has been filed. He asked to see a view of the project
from his property and wanted to know about vent screening and roof materials.
Mr. Wittman responded that there are strict regulations about hours of construction.
While there is noise inherent in construction, most of it will be reflected down the hill in
an opposite direction from Mr. Masnec’s property. The builder is very experienced at
keeping construction sites clean and the sound concerns expressed by Mr. Masnec will
be passed along to the builder. Construction is expected to take about four months,
soils issues have been addressed by geotechnical engineers and the bond was filed.
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________________________________________________________________________
DECEMBER 8, 2020 PAGE 3 PLANNING COMMISSION
________________________________________________________________________
SP/Lee showed Mr. Masnec a view of the project from his property. Mr. Wittman
explained a complete meeting agenda packet of materials and renderings was online at
the City’s website for viewing.
Chair/Mok closed the public hearing.
C/Barlas moved, C/Wolfe seconded, to approve Development Review and Tree Permit
No. PL2019-188, based upon the Findings of Fact and Conditions of Approval as listed
within the Resolution. Motion carried by the following Roll Call vote:
AYES: COMMISSIONERS: Barlas, Garg, Wolfe, Chair/Mok
NOES: COMMISSIONERS: None
ABSENT: COMMISSIONERS: VC/Rawlings
8. PLANNING COMMISSION COMMENTS/INFORMATNAL ITEMS:
Chair/Mok asked that residents please patronize local businesses during the
pandemic.
9. STAFF COMMENTS/INFORMATIONAL ITEMS:
CDD/Gubman stated that the Commission will go dark for the remainder of December
with the next meeting scheduled for January 12th, 2021. He wished everyone Happy
Holidays and a Happy New Year.
10. SCHEDULE OF FUTURE EVENTS:
As listed in the agenda.
ADJOURNMENT: With no further business before the Planning Commission,
Chair/Mok adjourned the regular meeting at 7:17 p.m. to January 12, 2021.
The foregoing minutes are hereby approved this January 12, 2021.
Attest:
Respectfully Submitted,
_______________________________________
Greg Gubman, Community Development Director
_______________________________
Kenneth Mok, Chairperson
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PLANNING COMMISSION
AGENDA REPORT
AGENDA ITEM NUMBER: 7.1
MEETING DATE: February 9, 2021
CASE/FILE NUMBER: Development Review Planning Case No.
PL2020-142
PROJECT LOCATION:
GENERAL PLAN DESIGNATION:
1523 Silver Rain Drive
Diamond Bar, CA 91765 (APN: 8702-019-041)
Low Medium Density Residential
ZONING DISTRICT: Low Medium Density Residential (RLM)
PROPERTY OWNER/APPLICANT:
Jim Pan
1523 Silver Rain Drive
Diamond Bar, CA 91765
SUMMARY:
The applicant is requesting Development Review approval to construct a 670 square-
foot addition and undertake a comprehensive exterior remodel of an existing
2,252 square-foot, two-story single-family residence on a 9,609 square-foot lot.
The project entails transforming the architecture of a traditional 1970s-era tract home to
a contemporary design, influenced by the iconic residential architecture of the modernist
period. While staff finds the proposed design to be of the highest caliber in all aspects,
it is an objectively drastic departure from the production home designs in the
surrounding neighborhood.
The City Council recently denied a controversial proposal to construct a 4,300 square -
foot custom home at 1111 North Diamond Bar Boulevard. Among the findings upon
which the City Council based its denial was that the modern design language was out of
character with the homes in the nearby neighborhoods. In light of the controversy
surrounding the North Diamond Bar Boulevard proposal, staff is first presenting this
project to the Planning Commission without a recommendation so that the Commission
CITY OF DIAMOND BAR ~ 21810 COPLEY DRIVE ~ DIAMOND BAR, CA 91765 ~ TEL. (909) 839-7030 ~ FAX (909) 861-3117
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Development Review Planning Case No. PL2020-142
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may first review the design, receive public comments, and then determine whether or
not the proposed design is appropriate for the location.
If the Commission determines that the proposed project is not subject to the precedent
set by the decision to deny the project at 1111 N. Diamond Bar Boulevard (whether due
to a lack of neighborhood controversy, better compatibility in terms of size and scale,
and/or other factors deemed germane to the question), then staff recommends that the
Commission continue the matter for two weeks to allow staff to prepare a resolution for
approval. Alternatively, should the Commission find the design unsuitable for the
neighborhood, then staff recommends that the Commission either: 1) continue the
matter and direct staff to prepare a resolution for denial; or 2) allow the applicant to
withdraw the proposal and submit a revised application for further consideration at a
later time.
BACKGROUND:
Site and Surrounding General Plan, Zoning and Land Uses
The following table describes the surrounding land uses located adjacent to the subject
property:
General Plan Designation Zoning
District Land Use
Site Low Medium Density Residential RLM Single Family Residential
North Low Medium Density Residential RLM Single Family Residential
South Low Medium Density Residential RLM Single Family Residential
East Low Medium Density Residential RLM Single Family Residential
West Low Medium Density Residential RLM Single Family Residential
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Development Review Planning Case No. PL2020-142
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Existing Residence
Site Aerial
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Project Description
The existing 2,252 square-foot, two-story home consists of common areas (living room,
family room, dining room, and kitchen), five bedrooms, four bathrooms, and a two -car
garage.
The applicant is proposing to construct a 670 square-foot addition to the first and
second floors. The existing dining room and kitchen on the first floor will be extended
towards the rear. The master bedroom will be extended forward and bedrooms will be
reconfigured on the second floor. A new balcony overlooking the rear yard is also
proposed from one of the bedrooms. If the project is approved and constructed, the
residence will have a total of four bedrooms and four bathrooms.
The height of the existing house is 24 feet. The proposed project will reduce the overall
height by six inches.
The proposed two-story addition consists of the following components:
PROJECT SUMMARY (square footage)
Living Area
o Existing First Floor
o New First Floor
Total First Floor
o Existing Second Floor
o New Second Floor
Total Second Floor
982
400
1,382
1,270
270
1,540
2,922
Garage
o Existing 432
911
Balcony/Porch/Patio Areas
o Existing Porch to be Replaced -156
o Existing Balcony to be Replaced -90
o New Porches 99
o New Balconies 192
291
TOTAL FLOOR AREA 3,354
Site and Grading Configuration: The property is a rectangularly-shaped lot. The
existing house is situated on a leveled p ad. The proposed addition is located on the
existing leveled pad at the rear and front of the house. No grading is required for the
proposed addition beyond minimal excavation for footings and foundation placement.
Architectural Features, Colors, and Materials: The existing home is a 1970s tract
design with textured stucco, wood panels, aluminum windows with concrete mission
tiles on a gabled and hipped roof. The applicant is proposing a complete façade
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remodel by changing the architecture to a contemp orary style, introducing a coordinated
palette of new exterior finish materials, roof lines, and architectural projections. The
project is designed to have a variety of elements to reflect the architectural style,
including the following design features:
• Smooth white stucco finish;
• Metallic silver corrugated metal paneling;
• Precast stone veneer and composite cement panel wood décor used as vertical
accents;
• Sectional wood garage door in a dark oak color;
• Porches and balconies with glass and stainless-steel railing; and
• Flat roof.
Rendering of South (Front) Elevation
Rendering of North (Rear) Elevation
Rendering of North (Rear) Elevation
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Development Review (DBMC Chapter 22.48)
The proposed project requires a land use approval through the Development Review
process. Additions which are equal to or greater than 50 percent of the existing
habitable floor area of all existing structures on site, or substantially change the
appearance of an existing residence require Planning Commission approval of a DR
application. Development Review approval is required to ensure compliance with the
City’s General Plan policies and design guidelines, and to minimize adverse effects of
the proposed project upon the surrounding properties and the City in general.
As stated in Section 22.48.010 of the Development Code, the Development Review
process was established to ensure that new development and additions to existing
development are consistent with the General Plan “through the promotion of high
functional and aesthetic standards to complement and add to the economic, physical,
and social character” of Diamond Bar.
As designed, the proposed project complies with the City’s development standards such
as setbacks, lot coverage, building height, etc. for residential development in the RLM
zone.
ISSUES FOR CONSIDERATION:
Compatibility with Neighborhood
As mentioned above, the proposed contemporary style home is a drastic departure from
the traditional 1970s-era production home designs in the surrounding neighborhood. In
light of the recent controversy with the 1111 N. Diamond Bar Boulevard project, staff is
requesting the Planning Commission review the proposed project for compatibility. In
order to assess a project’s compatibility, architectural design, size, scale and massing
should be considered.
• Architectural Design: The cul-de-sac includes both single-story and two-story
tract homes built in the 1970s. Building materials include textured stucco, brick,
wood siding and trim. Roofs include both hipped and gabled styles with the use
of asphalt shingles, concrete or clay tiles. The proposed remodel would
noticeably change the style of the home to a modern, contemporary style.
Building materials such as smooth stucco and corrugated metal paneling are
proposed to reflect the architectural style.
• Size: Within the cul-de-sac, the size of the homes ranges from 1,436 square feet
to 2,252 square feet. If the project is approved, this home would be the largest at
2,922 square feet. However, the majority of the addition is located towards the
rear of the property and the flat roof allows the height of the overall building to be
reduced by six inches.
• Scale and Massing: Although the home would be 670 square feet larger than the
largest home within the cul-de-sac, the proposed home appears to be similar with
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Development Review Planning Case No. PL2020-142
Page 7 of 11 Addresses on the Cul-De-Sac of Silver Rain Drive
the other homes in height, lot coverage and setbacks. Articulation is created on
all sides of the building with placement of recessed windows, variable roof lines
and architectural projections, which may help reduce the overall scale and
massing. The proposed addition above the garage creates bulk, but is also offset
by the front entrance porch which is set back.
Privacy
The subject property is at a higher grade than to the property to the west. A new
second floor balcony at the rear is proposed, but views to the west is blocked by a pillar.
A small window is proposed at the second floor of the master bedroom which may have
views towards the rear yard of the property to the west. According to the property
owner, verbal confirmation was received from the property owners to the west,
indicating they have no objections to the proposed project. The property to the east is at
a higher grade and mature landscaping exists. The property to the rear on Meadow
Glen Road is approximately 65 feet away and landscaping also exists at the rear of the
subject property to help screen privacy concerns. As such, privacy should not be a
concern for the properties to the east and north. N
Subject
Property
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1515 Silver Rain Drive
(Adjacent Property to the East)
1531 Silver Rain Drive (Adjacent Property to the West)
1515 Silver Rain Drive (Adjacent Property to the East)
1507 Silver Rain Drive
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1501 Silver Rain Drive
1503 Silver Rain Drive
1514 Silver Rain Drive
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1522 Silver Rain Drive (Across the Street from Subject Property)
1530 Silver Rain Drive
In conclusion, staff is requesting that the Commission consider the following principles
of neighborhood compatibility:
• Does the proposed project improve or diminish the neighborhood’s character?
• Is the proposed project harmonious and respective to the surrounding
neighborhood?
• Is the proposed project consistent in scale, mass, and form with the surrounding
neighborhood?
• Have the residents in the neighborhood expressed any concerns with the
proposed project?
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NOTICE OF PUBLIC HEARING:
On January 29, 2021, public hearing notices were mailed to property owners within a
1000-foot radius of the subject property. On January 29, 2021, the notice was published
in the San Gabriel Valley Tribune newspaper and the project site was posted with a
notice display board, and a copy of the public notice was posted at the City’s four
designated community posting sites.
Public Comments Received
No comments have been received as of the publication date of this report.
PREPARED BY:
REVIEWED BY:
Attachments:
A. Site Plan, Floor Plans, and Elevations
B. Conceptual Renderings and Color & Material Board
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DIRECTION OF VIEWVIEW ON SHEETSHEET ON WHICH DETAIL OCCURSBUILDING SECTIONDIRECTION OF VIEW CUTROOM NAMEROOM NUMBERROOM TAGDOOR NUMBERWINDOW NUMBERCASEWORK IDENTIFICATION:HEIGHTINDICATES SPECIAL CONDITIONW.I.C. NUMBERLENGTHEXPLANATION OF SPECIAL CONDITION IF NEEDEDDOOR TAGWINDOW TAGDIRECTION OF VIEWVIEW ON SHEETSHEET ON WHICH DETAIL OCCURSEXTERIOR ELEVATIONDIRECTION OF VIEWVIEW ON SHEETSHEET ON WHICH DETAIL OCCURSDETAIL REFERENCE 1A101SIM1A101SIM1A1-0.1SIMRoom name101150 SF1011t403010248MLDEPTHLOCKM=REVERSEROOM SIZE2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail1/4" = 1'-0"12/13/2020 6:28:03 PMT001COVER SHEETDRAWING INDEXProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWABANCHOR BOLTACASPHALT CONCRETE OR AIR CONDITIONINGAFFABOVE FINISH FLORALUMALUMINUMAVAUDIO / VIDEO OR AUDIO / VISUALBDBOARDBLDGBUILDINGBMBEAM or BENCH MARKCABCABINETCBCATCH BASINCDCONSTRUCTION DOCUMENT(S)CFCICONTRACTOR FURNISHED CONTRACTORINSTALLEDCLCENTER LINECLGCEILINGCMUCONCRETE MASONRY UNITCOCLEAN OUTCOLCOLUMNCONCCONCRETECPCENTER POINT or CONTROL PANELor CONCRETE PAVERCWCOLD WATERDEMODEMOLITIONDFDRINKING FOUNTAINDGDECOMPOSED GRANITEDNDOWN(E), EXIST.EXISTINGEJEXPANSION JOINTEQPTEQUIPMENTEWHELECTRIC WATER HEATEREXPEXPANSIONEXTEXTERIORFAFIRE ALARMFDFLOOR DRAINFDNFOUNDATIONFFFINISH FLOOR or FACTORY FINISHFL/FLRFLOORFOF/FOSFACE OF FINISH / FACE OF STUDFPFIREPLACEGYPGYPSUMHBHOSE BIBHDRHEADERHTHEIGHTHWHOT WATERINTINTERIORLAVLAVATORYLFLINEAL FOOT or FEETMCMEDICINE CABINETNICNOT IN CONTRACTNO.NUMBERNTSNOT TO SCALEOCON CENTEROFCIOWNER FURNISHED CONTRACTOR INSTALLEDOFOIOWNER FURNISHED OWNER INSTALLEDPCPORTLAND CEMENTPLPROPERTY LINE or PLATEPMPPERFORATED METAL PANELQTQUARRY TILERCPREFLECTED CEILING PLANRMROOMROROUGH OPENINGSDSTORM DRAIN or SOUP DISPENSERSFSQUARE FOOT or SATIN FINISHor STOREFRONTSSSTAINLESS STEELSTCSOUND TRANSMISSION CLASSSYMSYMBOL or SYMMETRICALTTHERMOSTATT>ONGUE AND GROOVETEMPTEMERATURE or TEMPORARYTOCTOP OF CONCRETE or TOP OF CURBTYPTYPICAL"U" VALUEHEAT TRANSFER COEFFICIENTUNOUNLESS NOTED OTHERWISEVAVVARIABLE AIR VOLUMEVIFVERIFY IN FIELDW/OWITHOUTWCWATER CLOSETWIWOODWORK INSTITUTEWMWATER METERWPWORK POINT or WATERPROOFWRWATER RESISTANTWTWEIGHTWWFWELDED WIRE FABRIC1. DEMOLISH EXISTING KITCHEN, ADD NEW KITCHEN IN THE EXISTING DININGROOM AND EXPAND 6'-6" TO THE BACKYARD2. ENLARGE THE NEW DINING ROOM SPACE BY EXPANDING 10' OF THE EXISTING KICHEN SPACE TO THE BACKYARD.3. ENLARGE THE LIVING ROOM AND FOYED BY EXPANDING 6' TO 10' ON THEFRONTYARD4. RAISE FIRST FLOOR CEILING FROM 8’TO 9’-6”FOR LIVING ROOM, DININGROOM AND KITCHEN. KEEP FAMILY ROOM, LAUNDRY ROOM, HALF BATH ROOM, AND GARAGE EXISTING CEILING HEIGHS.5. REPLACE WINDOWS AND DOORS6. RENOVATE THE BATHROOMS.7. UPGRADE MECHANICAL, ELECTRICAL AND PLUMBING AS NEEDED8. EXTERIOR FINISHES ARE STUCCO, METAL PANEL, COMPOSITE CEMEMT BOARD,AND STONE VENEER (SEE SKECHUP FOR LOCATIONS AND COLORS)9 REPLACE TILE GABLE ROOF WITH SINGLE PLY FLAT ROOFNO. OF STORIES:2 ZONING: RLMOCCUPANCY:RLOT SIZE: 9,609 SQ FTTYP. OF CONSTRUCTION:V EXISTING FLOOR AREA (GSF)ADDITIONFOOTPRINT + PORCHESSHADE STFIRST FLOOR 982 SQ FT400 SQ FTEXISTINGNEWFUTURE2ND FLOOR1,270 SQ FT270 SQ FT1430 SQ FT1850 SQ FT480 SQ FT___________________________________________________TOTAL INCL SHADE2330 SQ FTLOT COVERAGETOTAL2,252 SQ FT670 SQ FT15%19%24%ALL WORK UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS AND DRAWINGS, AND SHALL SATISFY ALL APPLICABLE CODES, ORDINANCES AND REGULATIONS OF ALL GOVERNINGBODIES INVOLVED, ALL PERMITS AND LICENSES NECESSARY FOR THE PROPER EXECUTION OF THE WORKSHALL BE PROCURED AND PAID FOR BY THE CONTRACTOR INVOLVED. APPLICABLE CODES INCLUDE, BUTARE NOT LIMITED TO THE FOLLOWING:LIST OF CALIFORNIA BUILDING STANDARDS CODE [TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR):PARTIAL LIST OF APPLICABLE CODES AS OF AUGUST 1, 2020:2019 BUILDING STANDARDS ADMINISTRATIVE CODE, [PART 1, TITLE 24 CCR]2019 CALIFORNIA BUILDING CODE (CBC), VOLUMES 1 AND 2 [PART 2, TITLE 24 CCR] 2019 CALIFORNIA ELECTRICAL CODE (CEC), [PART 3, TITLE 24 CCR] 2019 CALIFORNIA MECHANICAL CODE (CMC), [PART 4, TITLE 24 CCR]2019 CALIFORNIA PLUMBING CODE (CPC), [PART 5, TITLE 24 CCR]2019 CALIFORNIA ENERGY CODE, [PART 6, TITLE 24 CCR]2019 CALIFORNIA FIRE CODE, [PART 9, TITLE 24 CCR]TITLE 19 CCR, PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONSDRAWING INDEXSheetNumberSheet NameT001 COVER SHEET DRAWINGINDEXT002 GENERAL NOTEST003 GENERAL NOTESA010 EXISTING AND NEW SITEPLANSA020 EROSION CONTROLPLANA100 EXISTING FLOOR PLANSA110 NEW FLOOR PLANSA120 REFLECTED CEILINGPLANSA130 EXISTING AND NEWROOF PLANSA200 EXISTING ELEVATIONSA210 NEW EXTERIORELEVATIONSA220 NEW INTERIORELEVATIONSA300 EXISTING BUILDINGSECTIONSA310 NEW BUILDINGSECTIONSA400 DOOR AND WINDOWSCHEDULESAD-2.0 WALL TYPES & DETAILSAD-3.0 ROOF DETAILSBUILDING & SAFETY DEPARTMENTCITY OF DIAMOND BAR21810 COPLEY DRIVEDIAMOND BAR, CA. 91765T: 909-839-7000OWNER / ARCHITECTJIM PAN1523 SILVER RAIN DR.DIAMOND BAR, CA 91765M: 909-896-7869VICINITY MAPABBREVIATIONSSCOPE OF WORKSAPPLICABLE CODESREFERENCE SYMBOLS13D perspective back23D perspective frontNo. Description Date7.1.aPacket Pg. 27
2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail12/13/2020 6:28:03 PMT002GENERAL NOTESProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWJPCONTRACTOR'S RESPONSIBILITIES:1.ALL WORK SHALL CONFORM TO THE LATEST ADOPTED EDITION OF THE UBC, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR), SECTION 4-333, 2016 BUILDING CODE, AND ALL OTHER APPLICABLE CODES, ORDINANCES, AND REGULATIONS. NOTHING HEREIN SHALL BE INTERPRETED TO THE CONTRARY.2.OBTAIN AND PAY FOR PERMITS AND INSPECTIONS REQUIRED BY PUBLIC AUTHORITIES GOVERNING THE WORK.3.REVIEW DOCUMENTS, VERIFY DIMENSIONS AND FIELD CONDITIONS, AND CONFIRM THAT WORK IS BUILDABLE AS SHOWN. REPORT ANY CONFLICTS OR OMISSIONS TO THE ARCHITECT & OWNER FOR CLARIFICATION PRIOR TO PERFORMING ANY WORK IN QUESTION.4.CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR A CHANGE ORDER, AND SHALL BE APPROVED BY ARCHITECT & OWNER.5.SUBMIT SUBSTITUTION REQUESTS, REVISIONS, OR CHANGES TO ARCHITECT & OWNER FOR APPROVAL PRIOR TO PURCHASE, FABRICATION, OR INSTALLATION.6.THE OWNER OR OTHERS SHALL PROVIDE WORK WHEN NOTED "OWNER FURNISHED", "BY OTHERS", OR "NIC" UNDER SEPARATE CONTRACT. COORDINATE WITH OTHERS. INCLUDE SCHEDULE REQUIREMENTS IN CONSTRUCTION PROGRESS SCHEDULE AND COORDINATE TO ASSURE RDERLY SEQUENCE OF INSTALLATION.7.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR FOR MEANS, METHODS, TECHNIQUES AND PROCEDURES EMPLOYED IN THE PERFORMANCE OF WORK IN, ON OR ABOUT THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND SHALL COORDINATE ANDVERIFY ALL WORK PERFORMED BY SUB-CONTRACTORS.8.THE PROJECT MANUAL, SPECIFICATIONS, TOGETHER WITH THE DRAWINGS, FORM THE CONTRACT DOCUMENTS FOR THIS PROJECT.9.CIVIL, LANDSCAPE, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AUDIO VISUAL, TELECOMMUNICATIONS, ETC. DRAWINGS ARE SUPPLEMENTAL TO THE ARCHITECTURAL DRAWINGS. THE CONTRACTOR SHALL REVIEW ALL PLANS AND DRAWINGS. IN THE EVENT OF CONFLICTING STATEMENTS, INSUFFICIENT INFORMATION OR ERRORS, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT & CONSTRUCTION PROJECT MANAGER AND OBTAIN CLARIFICATION BEFORE ANY WORK IS BEGUN. WORK INSTALLED WHERE CONFLICTING CONDITIONS EXIST WITHOUT PROPER PRIOR NOTIFICATION SHALL BE CORRECTED AT CONTRACTORS EXPENSE.10.THE INTENT OF THESE DRAWINGS, PROJECT MANUAL, AND SPECIFICATIONS IS TO INCLUDE ALL LABOR, MATERIALS AND SERVICES NECESSARY FOR COMPLETION OF ALL WORK SHOWN, PRESCRIBED, OR REASONABLY IMPLIED BUT NOT LIMITED TO THAT EXPLICITLY INDICATED IN THE CONTRACT DOCUMENTS.11.THE OWNER'S REPRESENTATIVE (CONSTRUCTION PROJECT MANAGER) SHALL INTERPRET THE INTENT OF THE DOCUMENTS IN THE CASE OF POSSIBLE CONFLICT OR DISCREPANCY BETWEEN DISCIPLINES.12.UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO CENTERLINE OF POST, OR FACE OF THE STUDS. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH ANY WORK.13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE BUILDING/ WORK ON THE SITE.14.DETAILS NOTED AS TYP., OR TYPICAL APPLY IN ALL CASES WHETHER OR NOT SPECIFICALLY REFERENCED.15.WHENEVER AN ITEM, ARTICLE, DEVICE, OR PIECE OF EQUIPMENT IS SHOWN, INDICATED, OR REFERRED TO ON THE DRAWINGS OR THESENOTES IN THE SINGULAR NUMBER, SUCH REFERENCES APPLY TO AS MANY SUCH ARTICLES AS ARE REQUIRED TO COMPLETE THE INSTALLATION.16.WHERE MOUNTING HEIGHTS ARE NOT INDICATED, MOUNT INDIVIDUAL UNITS OF WORK AT MOUNTING HEIGHTS AS LISTED IN APPLICABLE CODES. REFER QUESTIONABLE MOUNTING HEIGHT CHOICES TO ARCHITECT FOR FINAL DECISION.17.ALL ITEMS INDICATED ARE NEW & PROVIDED AS PART OF THIS PROJECT EXCEPT AS SPECIFICALLY IDENTIFIED.18.STRUCTURAL MODIFICATION SHALL NOT BE DONE BEFORE WRITTEN APPROVAL BY THE ARCHITECT,& STRUCTURAL ENGINEER OF RECORD..UNLESS SPECIFICALLY SHOWN OR NOTED ON THE DRAWINGS, NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED, WELDED, OROTHERWISE MODIFIED WITHOUT THE PERMISSION OF THE STRUCTURAL ENGINEER OF RECORD.19.THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL COMPONENTS ARE IN PLACE. THE CONTRACTOR SHALL DESIGN AND PROVIDE ALL SHORING AND BRACING NECESSARY TO ENSURE THE STABILITY OF ANY AND ALL PARTS OF THE BUILDING DURING CONSTRUCTION.20.PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES.21.PROVIDE STEEL BACKING IN WALLS FOR ALL ATTACHMENTS AND ACCESSORIES SUCH AS TOILET ACCESSORIES, GRAB BARS, CABINETS,MIRRORS, ETC.22.COMPLY WITH MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION, TO EXTENT THESE ARE MOREEXPLICIT OR MORE STRINGENT THAN REQUIREMENTS INDICATED IN CONTRACT DOCUMENTS, WHERE INSTALLATIONS INCLUDE MANUFACTURED PRODUCTS.23.NEITHER THE ARCHITECT'S REVIEW NOR APPROVAL OF SHOP DRAWINGS SHALL RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM DRAWINGS OR SPECIFICATIONS UNLESS HE HAS CALLED THE ARCHITECT'S ATTENTION IN WRITING TO SUCH DEVIATIONS AT THE TIME OF SUBMISSION NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS OF ANY SORT IN THE SHOP DRAWINGS.4.LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING ANDTRENCHING TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY OTHER CONTRACTS. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT, OWNER, & CONSTRUCTION PROJECT MANAGER SHOULD SUCH UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES AND TO COORDINATE AND AVOID CONFLICT IN THE LOCATIONS OF NEW UNDERGROUND AND SITE UTILITIES. THE CONTRACTOR SHALL INCLUDE ALL NECESSARY UTILITY FEES, METERS/ AND CONNECTIONS IN HIS BID.5.SITE IMPROVEMENTS IN THE ACCESSIBLE PATH OF TRAVEL SHALL PROVIDE A BARRIER-FREE ACCESS WITHOUT ANY ABRUPT VERTICALCHANGES EXCEEDING 1/4", OR 1/2" WHEN BEVELED 1:2. WALKWAYS SHALL HAVE A MAXIMUM SLOPE OF 1:21. (MAX. 2% CROSS SLOPE)6.A MINIMUM OF 48-HOUR PRIOR NOTICE SHALL BE GIVEN TO THE OWNER & CONSTRUCTION PROJECT MANAGER BY THE CONTRACTOR PRIORTO ANY REQUIRED INTERRUPTION OF OR REMOVAL OF ANY UTILITY SERVICE SERVING THE EXISTING FACILITY. COORDINATE WITH THEOWNER, CONSTRUCTION PROJECT MANAGER, AND THE APPLICABLE UTILITY COMPANY, AS MAY BE NECESSARY, SUCH WORK AS IT RELATESTO THE NEW OR EXISTING WORK. VERIFY THESE REQUIREMENTS WITH THE REQUIREMENTS OF THE PROJECT MANUAL.7.IF REQUIRED, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO PREPARE, FILE, AND IMPLEMENT PM 10 PLANS TO CONTROL DUSTEMISSIONS AS REQUIRED BY AQMD.8.ALL EXISTING AND NEW TRENCHES SHALL BE SLURRIED, BACKFILLED & COMPACTED PER DETAILS AND REQUIREMENTS ON CIVIL ANDELECTRICAL DRAWINGS & SPECIFICATIONS. ALL EXISTING AND NEW TRENCHES AT AC PAVED AREAS SHALL RECEIVE AC PAVING AND BASE TOMATCH ADJACENT SURFACES.3/4WALLS & CEILINGS1.GYPSUM WALLBOARD, LATHING, PLASTERING AND SUSPENDED CEILING SYSTEMS SHALL CONFORM TO CHAPTER 25 OF TITLE 24, PART 2, UNLESS NOTED OTHERWISE.2.GYPSUM BOARD AND PLASTER SHALL CONFORM TO CHAPTER 25 & 25A OF C.B.C. UNLESS NOTED OTHERWISE.3.SEE WALL TYPES, LEGENDS, DETAILS, SECTIONS, ROOM FINISH SCHEDULE OR CALL-OUTS ON PLANS FOR WALL FRAMING MEMBERS, FIRERATINGS, GYPSUM BOARD THICKNESS AND OTHER WALL CONSTRUCTION MATERIALS.4.WHETHER OR NOT DETAILED ON THE DRAWINGS, THE CONTRACTOR SHALL PROVIDE AND INSTALL HEAVIER GAUGE STUDS, STIFFENERS, BACKING, BRACING, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK AND OF ALL WALL-MOUNTED OR SUSPENDED EQUIPMENT. PROVIDE STEEL BACKING PLATES IN WALLS FOR ATTACHMENT OF ALL WALL-MOUNTED ITEMS, INCLUDING BUT NOT LIMITED TO CABINETS, HANDRAILS AND TOILET ROOM ACCESSORIES.5.PROVIDE DEEPER STUDS WHERE PLUMBING, BRACING, ELECTRICAL PANELS, AND TOILET ROOM ACCESSORIES OCCUR IN WALLS OR ASOTHERWISE NOTED. VERIFY W/ DRAWINGS FOR LOCATION OF THESE WALLS.6.ALL GYPSUM BOARD USED IN JANITOR'S ROOMS AND ALL TOILET ROOMS SHALL BE WATER RESISTANT EXCEPT AT CEILINGS PER CBC SECTION 2512.7.FINISH CEILINGS SHALL BE FLUSH AND LEVEL, UNLESS NOTED OTHERWISE.8.LOCATE REGISTERS AND LIGHTING FIXTURES WITHIN GRID LINES. CENTER SPRINKLER HEADS, SPRINKLERS, RECESSED FIXTURES, SURFACESMOUNTED FIXTURES, AND SIMILAR CEILING ELEMENTS IN SUSPENDED CEILING ACOUSTICAL UNITS, UNLESS NOTED OTHERWISE.9.FINISH HVAC DIFFUSERS, DRAPERY POCKETS, AND SPEAKER GRILLES TO MATCH ADJACENT FINISHES UNLESS NOTED OTHERWISE. SEE DRAWINGS, SPECIFICATIONS, AND SCHEDULES FOR ADDITIONAL FINISH INFORMATION.DOORS & WINDOWS1.GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.2.DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB UNLESSINDICATED OTHERWISE. SEE DOOR SCHEDULES, HARDWARE TYPES, AND HARDWARE SPECIFICATIONS FOR SPECIFIC REQUIREMENTS.3.ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGES PINS ARE REMOVED.4.THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TOTHE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2 1/2" IN LENGTH.5.DEADBOLTS SHALL HAVE HARDENED INSERTS; DEADLOCKING LATCH KEY-OPERATED LOCKS ON EXTERIOR; LOCKS OPENABLE WITHOUT KEY, SPECIAL KNOWLEDGE OR EFFORT ON INTERIOR.6.STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8".7.A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4".8.SECURE INACTIVE LEAF OF DOUBLE DOOR AND UPPER LEAF OF DUTCH DOOR.9.SLIDING GLASS DOORS & WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICES & SHALL BE SO CONSTRUCTED & INSTALLED THAT THEY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO SPECIFIED TESTS.10.MULTI-FAMILIES EXIT DOORS: MANUALLY OPERATED EDGE-MOUNTED OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED.11.HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30-IN. AND 44-IN. ABOVE THE FLOOR. LATCHING AND LOCKINGDOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATED BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.12.MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 POUNDS, PER CBC, FOR EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE AUTHORITY HAVING JURISDICATION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHIEVE POSITIVE LATCHING, BUT NOT TO EXCEED 15 LBS MAX, PER CBC 1133B.2.5 .13.THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY WITH 1/4" MAXIMUM VERTICAL RISE AND 1/4" MAXIMUM BEVELED PORTION, AT 1:2 BEVEL.14.THE WIDTH OF THE REQUIRED LEVEL AREA ON THE SIDE INTO WHICH THE DOOR SWINGS SHALL EXTEND 24 INCHES PAST THE STRIKE EDGE FOR EXTERIOR DOOR & 18 INCHES PAST THE STRIKE EDGE FOR INTERIOR DOORS.15.ALL GLAZING INSTALLED IN AND WITHIN 40" OF DOORS AND WHERE REQUIRED BY THE CBC SHALL BE FULLY TEMPERED, UNLESS NOTEDOTHERWISE. ALL GLAZING OCCURRING IN FIRE RATED PARTITIONS SHALL BE UL LISTED FIRE RATED GLAZING. ALL GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. CONSUMER PRODUCTS SAFETY COMMISSION. SEE WINDOW AND DOOR SCHEDULES.16INSTALLATION OF GLASS SHALL CONFORM TO FEDERAL SPECIFICATION 16-CFR-1202 AND ALL LOCAL CODES AND ORDINANCES. GLASS SUBJECT TO HUMAN IMPACT SHALL COMPLY WITH U.S. CONSUMER PRODUCT SAFETY STANDARDS. A CERTIFICATE SHALL ACCOMPANY PRODUCT STATING DATE AND PLACE OF MANUFACTURE. ALL GLAZING SHALL BE TEMPERED AS REQUIRED BY CHAPTER 24 OF THE CBC.FLOORS & SLABS1.THE SURFACE OF THE FLOORS SHALL BE SLIP-RESISTANT. WALKS UNLESS INDICATED OTHERWISE SHALL BE AS SLIP-RESISTANT AS A MEDIUM SALTED FINISH. SEE DRAWINGS & SPECS FOR WALK FINISHES.2.FLOOR COVERING PREPARATION: CONTRACTOR SHALL EXAMINE FLOOR SLAB AND DETERMINE THE ACCEPTABILITY TO RECEIVE ALL OF THE FINISH FLOORING MATERIALS AS DESCRIBED. CONTRACTOR SHALL PERFORM ADDITIONAL CLEANING, SCRAPING AND FILLING AS MAY BE NECESSARY FOR THE PROPER APPLICATION OF THE VARIOUS MATERIALS, PER MANUFACTURER'S RECOMMENDATIONS, SHOULD UNACCEPTABLE CONDITIONS EXIST.3.CONTRACTOR SHALL EXAMINE EXISTING FLOOR SLAB AND PREPARE ALL EXISTING AND NEW FLOOR SUBSTRATES TO RECEIVE NEW FLOOR COVERINGS. ALL EXISTING & NEW FLOOR SUBSTRATES SHALL BE LEVEL AND PLUMB WITHOUT ANY BUMPS, DEPRESSIONS, DIPS, HOLES, CRACKS, CHANGES IN LEVEL, LEFT OVER ADHESIVES, FASTENERS, OR OTHER MISCELLANEOUS ITEMS. CLEAN EXISTING SLABS OF OLD CEMENT OR ADHESIVES. LEVEL OUT FLOORS SO THAT NONE OF THESE ITEMS TELEGRAPH THROUGH THE NEW FLOORING, NOR CAUSEVISIBLE RISES OR DEPRESSIONS, NOR LEAVE GAPS BETWEEN THE FLOORING AND NEWLY INSTALLED OR EXISTING ITEMS. CONTRACTOR SHALL PERFORM ADDITIONAL CLEANING, SCRAPING LEVELING, AND FILLING AS MAY BE NECESSARY FOR THE PROPER APPLICATION OF THE VARIOUS MATERIALS, PER MANUFACTURER'S RECOMMENDATIONS.4.ALL BUILDING FLOOR SLABS OF REINFORCED CONCRETE SHALL BE SET OVER 10 MIL. IMPERVIOUS MEMBRANE, OVER 2" SAND, OVER MINIMUM 4" OF FREE DRAINING GRAVEL, OVER COMPACTED SUBGRADE.QUALITY1.ALL WALLS, CEILINGS AND MISCELLANEOUS ITEMS SUCH AS COLUMN ENCLOSURES, HANDRAILS, SOFFITS, AND PREVIOUSLY PAINTED ITEMS,SHALL RECEIVE PAINT, WHETHER INDICATED OR NOT. EXCEPTION: UNLESS NOTED OTHERWISE, DO NOT PAINT UNPAINTED CONCRETE, UNPAINTED MASONRY, CASEWORK, OR FACTORY FINISHED ITEMS SUCH AS LIGHT FIXTURES, CARPET, COVERPLATES, GRILLES, FIXTURES, NEW CEILING TILES, ETC.2.WOOD CONSTRUCTION WHERE IN CONTACT WITH SOIL SHALL BE REDWOOD OR PRESERVATIVE-TREATED.3.ALL TRIM AND EXPOSED CORNER DETAILS SHALL HAVE MITERED JOINT CONNECTIONS.4.ALL WALLS, DOORS AND THEIR RELATED FRAMES, AND WINDOWS AND THEIR RELATED FRAMES SHALL BE PLUMB AND STRAIGHT, TYPICAL.5.ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO PREVENT MOLECULAR BREAKDOWN (GALVANIC ACTION).6.WORK WHICH DOES NOT COMPLY WITH WORKMANSHIP STANDARDS AS SPECIFIED AND AS RECOGNIZED IN THE CONSTRUCTION INDUSTRY FOR APPLICATIONS INDICATED SHALL BE REPLACED. REMOVE AND REPLACE OTHER WORK DETERIORATED OR DAMAGED BY FAULTY WORKMANSHIP OR ITS REPLACEMENT.7.PROVIDE CONNECTION & ATTACHMENT DEVICES & METHODS FOR SECURING WORK PROPERLY AS IT IS INSTALLED: TRUE TO LEVEL AND LINE,8.WITHIN RECOGNIZED INDUSTRY TOLERANCES, AND TO CODE IF NOT OTHERWISE INDICATED. ALLOW FOR BUILDING MOVEMENT AND EXPANSIONS. UNIFORM JOINT WIDTHS IN EXPOSED WORK, ORGANIZED FOR BEST POSSIBLE VISUAL EFFECT SHALL BE PROVIDED.9.QUESTIONABLE VISUAL-EFFECTS CHOICES SHALL BE REFERRED TO THE ARCHITECT & CONSTRUCTION PROJECT MANAGER FOR FINAL DECISION.10.ALL AREAS IN WHICH WORK IS DONE SHALL BE LEFT CLEAN AND IN GOOD REPAIR. ANY DAMAGE DONE TO THE EXISTING BUILDING OR SITE BY THE CONTRACTOR OR ANY OF HIS SUBCONTRACTORS OR EMPLOYEES SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER & CONSTRUCTION PROJECT MANAGER AND AT NO COST TO THE OWNER. FINAL CLEANING MUST BE DONE TO THE OWNER & CONSTRUCTION PROJECT MANAGER'S SATISFACTION AND SHALL INCLUDE, BUT NOT BE LIMITED TO, CLEANING OF EXISTING LIGHT FIXTURES AND LAMPS AND REMOVAL OF TEMPORARY PROTECTION DEVICES. SEE SPECIFICATIONS FOR ADDITIONAL FINAL CLEANING REQUIREMENTS.MECHANICAL PLUMBING ELECTRICAL1.ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL LEGALLY CONSTITUTED AUTHORITIES HAVING JURISDICTION. ALL REFERENCES TO MOUNTING HEIGHTS SHALL CONFORM TO THE LATEST REQUIREMENTS OF ALL APPLICABLE CODES INCLUDING BUT NOT LIMITED TO TO THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA BUILDING CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE, CALIFORNIA T-24 REGULATIONS & ORDINANCES, ADA, AND AUTHORITIES HAVING JURISDICTION UNLESS NOTED OTHERWISE.2.ELECTRICAL RECEPTACLES (15, 20 AND 30 AMPS) SHALL BE MOUNTED PER CODE & AT LEAST +15 INCHES ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE OUTLETS UNLESS NOTED OTHERWISE ON ELECTRICAL DRAWINGS & SPECS.3.SWITCHES AND CONTROLS FOR LIGHTS, APPLIANCES, HEATING, COOLING, AND VENTILATING EQUIPMENT SHALL BE MOUNTED PER CODE & AT + 48" A.F.F. OR +46" A.F.F. WHEN INSTALLED OVER A MAXIMUM 24" WIDE OBSTRUCTION UNLESS NOTED OTHERWISE ON ELECTRICAL DRAWINGS & SPECIFICATIONS.4.MANUAL FIRE ALARM INITIATING DEVICES (PULL STATIONS) SHALL BE MOUNTED PER CODE & +48" MAX. ABOVE THE FINISHED FLOOR, GROUND OR SIDEWALK.5.DO NOT INSTALL OUTLET BOXES BACK-TO-BACK. SEPARATE BOXES BY AT LEAST 6". IN FIRE RATED WALLS SEPARATE BOXES BY AT LEAST 24" AND WALL STUD.6.PROVIDE ACOUSTIC PAD OR MEMBRANE AROUND OUTLET BOXES AND SWITCHES LOCATED IN ACOUSTIC WALLS, PARTY WALL OF OFFICES, MEETING ROOMS, AND ALL QUIET SPACES,SITE & ACCESS1.VERIFY ALL EXISTING & FINISH GRADES, DIMENSIONS & CONDITIONS AT THE SITE BEFORE COMMENCING WORK AND REPORT ANY DISCREPANCIES TO THE ARCHITECT & CONSTRUCTION PROJECT MANAGER.2.ALL GRADING WORK SHALL CONFORM TO APPLICABLE PROVISIONS OF THE UNIFORM BUILDING CODE, TITLE 24, AND LOCAL CODES OR ORDINANCES. IN THE EVENT OF CONFLICTING PROVISIONS, ALWAYS CONFORM TO THE STRICTER REQUIREMENTS.3.DETERMINE NECESSARY SUB GRADE ELEVATIONS AND CONSTRUCT SMOOTH TRANSITIONS BETWEEN FINISHED GRADESEXISTING CONDITIONS1.CONTRACTOR SHALL PROVIDE AND INSTALL ALL EQUIPMENT AND RELATED ITEMS AS SHOWN IN THESE DOCUMENTS AND AS SPECIFIED. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL EXISTING CONDITIONS IN FIELD PRIOR TO BID AND DETERMINE THE WORK NECESSARY TO COMPLETE THE PROJECT.2.EXISTING CONDITIONS MAY NOT BE SHOWN EXACTLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO STARTING WORK. ANY DISCREPANCIES AND/OR OMISSIONS CONTAINED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT & CONSTRUCTION PROJECT MANAGER AT THAT TIME, OR IMMEDIATELY UPON DISCOVERY.3.ANY ITEMS INDICATED WITH (E), EXIST., OR EXISTING SHALL BE DEEMED TO BE EXISTING. ALL OTHER ITEMS SHALL BE CONSIDERED NEW WORK AND SHALL BE PART OF THIS CONTRACT UNLESS NOTED OTHERWISE.ROOFING1.ALL ROOFING MATERIALS SHALL COMPLY WITH ALL APPLICABLE STANDARDS LISTED IN CBC CHAPTER 15 AND AS SPECIFIED IN CBC SECTION 1507 AND TABLES 15-E THRU 15-G.STAIRS1.STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE MOUNTED 34" TO 38" ABOVE THE NOSING OF THE TREADS.2.HANDRAILS SHALL EXTEND A MINIMUM OF 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING.3.WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF THE STAIR RUN WOULD CREATE A HAZARD, THE TERMINATION OF THE EXTENSION SHALL BE MADE EITHER ROUNDED OR RETURNED SMOOTHLY TO THE FLOOR, WALL, OR POST. WHERE THE STAIRS ARE CONTINUOUS FROM LANDING TO LANDING, THE INNER RAIL SHALL BE CONTINUOUS AND NEED NOT EXTEND OUT INTO THE LANDING.4.THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 1-1/2" IN CROSS SECTIONAL DIMENSION. THE HANDGRIP PORTION OF THE HANDRAILS SHALL HAVE A SMOOTH SURFACE WITH NO SHARP CORNERS. ALL WALLS OR OTHER SURFACES ADJACENT TO THE HANDRAILS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8".HANDRAILS SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL AND HANDRAIL.5.PROVIDE A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2" AND NO MORE THAN 4" WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE TREADS OF THE STAIR. WHERE STAIRWAYS OCCUR AT INTERIOR OF A BUILDING, PROVIDE STRIPS AT THE UPPER APPROACH AND LOWEST TREAD. WHERE STAIRWAYS OCCUR AT EXTERIOR OF A BUILDING, PROVIDE STRIPS AT THE UPPER APPROACH AND ALL TREADS. A PAINTED STRIP SHALL BE ACCEPTABLE AT EXTERIOR STAIRWAYS.6.ALL TREAD SURFACES SHALL BE SLIP-RESISTANT. TREADS SHALL HAVE SMOOTH EXPOSED EDGES. STAIR NOSINGS SHALL NOT PROJECT MORE THAN 1 1/2" PAST THE FACE OF THE LOWER RISER. THERE SHALL BE NO OPEN RISERS.7.ENSURE PROPER ADHESION OF THE RUBBER ONE PIECE NOSING-TREAD-RISERS TO EXISTING & NEW STAIR TREADS, RISERS, AND EXISTINGFLOOR SUBSTRATE. VERTICAL FACE SHALL BE ADHERED PROPERLY TO PREVENT TRIPPING HAZARD. CONSULT MANUFACTURER AS REQUIRED FOR PROPER INSTALLATION PROCEDURES IN PREPARING EXISTING AND NEW STAIR SURFACES PRIOR TO INSTALLATION OF NOSING. ADJUST EXISTING SURFACES AS REQUIRED TO ENSURE PROPER FIT AND LEVEL AND PLUMB SURFACES.MILLWORK1.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AND PROVIDE ARCHITECT WITH TWO (2) SETS OF PRECISE SHOP DRAWINGS THAT DEPICT THE ACTUAL MATERIALS, FABRICATION, JOINERY, NON-SPECIFIED HARDWARE, ETC., OF ALL MILLWORK, FOR ARCHITECT'S REVIEW AND APPROVAL, PRIOR TO THE FABRICATION AND INSTALLATION OF ANY MILLWORK.2.THE CONTRACTOR SHALL REVIEW AND APPROVE THE MILLWORK SUB CONTRACTOR'S "SHOP DRAWINGS" PRIOR TO THEIR SUBMISSION TOTHE ARCHITECT. ANY "SHOP DRAWINGS" RECEIVED BY THE ARCHITECT WITHOUT THE CONTRACTOR'S APPROVAL STAMP SHALL BE RETURNED TO THE CONTRACTOR WITHOUT REVIEW.3.THE CONTRACTOR SHALL SUBMIT TWO (2) SIX INCH SQUARE (6"X6") FINISH SAMPLES FOR ARCHITECT'S REVIEW AND APPROVAL PRIOR TOFABRICATION, UNLESS NOTED OTHERWISE. ALL SUBMITTALS SHALL BE IN ACCORDANCE WITH THE "GENERAL CONDITIONS" A.I.A. DOCUMENT A201.4.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL REQUIRED STRUCTURAL MEMBERS, GROUNDS, BLOCKING, FURRING, BRACKETS, AND/OR ANCHORAGE FOR COMPLETION OF MILLWORK INSTALLATION WHICH BECOMES AN INTEGRAL PART OF WALLS, FLOORS, AND/OR CEILINGS.ALL MILLWORK SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE CODES AND ARCHITECTURAL WOODWORK INSTITUTE (AWI) STANDARDS..No. Description Date7.1.aPacket Pg. 28
2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail12/13/2020 6:28:04 PMT003GENERAL NOTESProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWACCESSIBILITY NOTES (COMMERCIAL BUILDINGS AND PUBLIC HOUSING)1.IF THE CLEAR FLOOR SPACE ONLY ALLOWS A FORWARD APPROACH TO AN OBJECT, THE MAXIMUM HIGH FORWARD REACH ALLOWED SHALL BE 48". SEE CBC FIGURE 11B-5C(a). THE MINIMUM LOW FORWARD REACH IS 15". IF THE HIGH FORWARD REACH IS OVER AN OBSTRUCTION DEPTH EXCEEDS 20", THE HIGH FORWARD REACH AND CLEARANCES SHALL BE 44".2.OBJECTS PROJECTING FROM WALLS WITH THEIR LEADING EDGES BETWEEN 27" AND 80" ABOVE THE FINISHED FLOOR SHALL PROTRUDENO MORE THAN 4" INTO WALKS, HALLS, CORRIDORS, PASSAGEWAYS OR AISLES.3.FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS MAY OVERHANG 12" MAXIMUM FROM 27" TO 80" ABOVE THE GROUND ORFINISHED FLOOR.4.WALKS, HALLS, CORRIDORS, PASSAGEWAYS, AISLES OR OTHER CIRCULATION SPACES SHALL HAVE 80" MINIMUM CLEAR HEAD ROOM.5.IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS OROTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE, COMPLYING WITH CBC SECTION 1133B.8.5.6.WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES INLEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48" IN WIDTH.7.ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND DRIVEWAY, OR WHEN A GUARDRAIL OR HANDRAIL ISPROVIDED, EXCEEDING 4 INCHES IN A VERTICAL DIMENSION SHALL BE IDENTIFIED BY CURBS PROJECTING AT LEAST 6 INCHES INHEIGHT ABOVE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF A POTENTIAL DROP-OFF.8.WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2,EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.9.WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20 HORIZONTAL IT SHALL COMPLY WITH THEPROVISION IN CBC SECTION 1133B.5 AS A PEDESTRIAN RAMP.10.WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" AT A DOOR OR GATE THAT SWINGS TOWARD WALK, & NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR GATE THAT SWINGS AWAY FROM WALK.11.WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR A GATE THAT SWINGS TOWARD THE WALK.12.WALK SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM SALTED FINISH. WALK SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENT SHALL BE SLIP RESISTANT.13.WHERE SINGLE ACCESSIBLE PARKING SPACES ARE PROVIDED, THEY SHALL BE 14' WIDE & OUTLINED TO PROVIDE A 9' PARKING AREA & A 5' LOADING AND UNLOADING ACCESS AISLE ON THE PASSENGER SIDE OF VEHICLE.14.WHEN MORE THAN ONE ACCESSIBLE PARKING SPACE IS PROVIDED, IN LIEU OF PROVIDING A 14' WIDE SPACE FOR EACH PARKING SPACE, TWO SPACES CAN BE PROVIDED WITHIN A 23' WIDE AREA LINED TO PROVIDE A 9' PARKING AREA ON EACH SIDE OF A 5' LOADING AND UNLOADING ACCESS AISLE IN THE CENTER.15.THE MINIMUM LENGTH OF AN ACCESSIBLE PARKING SPACE SHALL BE 18'.16.EACH PARKING SPACE RESERVED FOR PERSONS WITH DISABILITIES IS IDENTIFIED BY A REFLECTORIZED SIGN PERMANENTLY POSTED IMMEDIATELY AT THE HEAD OF EACH STALL OR SPACE, CONSISTING OF A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE OR DARK BLUE BACKGROUND. THE SIGN SHALL NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA AND, WHEN IN A PATH OF TRAVEL SHALL BE POSTED AT A MINIMUM HEIGHT OF 80" FROM THE BOTTOM OF THE SIGN TO THE PARKING SPACE FINISHED GRADE.17.CURB RAMPS SHALL BE A MINIMUM OF 4' IN WIDTH AND SHALL LIE, GENERALLY, IN A SINGLE SLOPED PLANE, WITH A MINIMUM OF SURFACE WARPING AND CROSS SLOPE.18.A LEVEL LANDING 4' DEEP SHALL BE PROVIDED AT THE UPPER END OF EACH CURB RAMP OVER ITS FULL WIDTH TO PERMIT SAFE EGRESS FROM THE RAMP SURFACE, OR THE SLOPE OF THE FANNED OR FLARED SIDES OF THE CURB RAMP SHALL NOT EXCEED 1 VERTICAL TO 12 HORIZONTAL.19.ALL CURB RAMPS SHALL HAVE A GROOVED BORDER 12" WIDE AT THE LEVEL SURFACE OF THE SIDEWALK ALONG THE TOP AND EACH SIDE APPROXIMATELY 3/4" ON CENTER. ALL CURB RAMPS CONSTRUCTED BETWEEN THE FACE OF CURB & STREET SHALL HAVE A GROOVED BORDER AT THE LEVEL SURFACE OF THE SIDEWALK.20.DETECTABLE WARNINGS AT THE BOTTOM OF THE RAMP SHALL CONSIST OF IN-LINE SQUARE GRID PATTERN, RAISED TRUNCATEDDOMES WITH A DIAMETER OF NOMINAL 0.9" AT THE BASE TAPERING TO 0.45" AT THE TOP, A HEIGHT OF NOMINAL 0.2", AND A CENTER-TO-CENTER SPACING OF NOMINAL 2.35" ON CENTER, IN COMPLIANCE WITH CBC FIGURE 11B-23A "NOMINAL", AS USED HERE, SHALL BE IN ACCORDANCE WITH SECTION 12-31-102, STATE REFERENCED STANDARD CODE. THE DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE. THE DOMES MAY BE CONSTRUCTED IN A VARIETY OF METHODS, INCLUDING CAST-IN-PLACE OR STAMPED, OR MAY BE PART OF A PREFABRICATED SURFACE TREATMENT.JP3/4DEMOLITION1.COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSONS, PROPERTY ANDENVIRONMENTAL PROTECTION. (CFC ARTICLE 87)2.PROVIDE AND MAINTAIN BARRICADES, LIGHTING, AND GUARDRAILS AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECTOCCUPANTS OF BUILDING AND WORKERS.3.ERECT AND MAINTAIN DUSTPROOF PARTITIONS AS REQUIRED TO PREVENT SPREAD OF DUST, FUMES, AND SMOKE, ETC. TO OTHER PARTS OFTHE BUILDING. ON COMPLETION, REMOVE PARTITIONS AND REPAIR DAMAGED SURFACES TO MATCH ADJACENT SURFACES.4.IF DEMOLITION IS PERFORMED IN EXCESS OF THAT INDICATED OR REQUIRED, RESTORE EFFECTED AREAS AT NO COST TO THE OWNER. BRING QUESTIONABLE ITEMS TO THE ATTENTION OF THE ARCHITECT & CONSTRUCTION PROJECT MANAGER.5.REMOVE FROM SITE DAILY AND LEGALLY DISPOSE OF REFUSE, DEBRIS, RUBBISH, AND OTHER MATERIALS RESULTING FROM DEMOLITIONOPERATIONS.6.REMOVE ABANDONED HVAC EQUIPMENT, INCLUDING DUCTWORK UNLESS NOTED OTHERWISE. TERMINATE ABANDONED LINES AT NEARESTCONCEALED LOCATION OR REMOVE IN THEIR ENTIRETY. SEE ALSO DRAWINGS.7.REMOVE ABANDONED PLUMBING EQUIPMENT, INCLUDING PLUMBING FIXTURES AND PIPING UNLESS NOTED OTHERWISE. TERMINATEABANDONED LINES AT NEAREST CONCEALED LOCATION OR REMOVE IN THEIR ENTIRETY. SEE ALSO DRAWINGS.8.REMOVE ABANDONED ELECTRICAL, COMMUNICATION, DATA,. AUDIO VISUAL EQUIPMENT, DEVICES, CONDUIT, AND CABLING UNLESS NOTEDOTHERWISE. TERMINATE ABANDONED LINES AT NEAREST CONCEALED LOCATION OR REMOVE IN THEIR ENTIRETY. SEE ALSO DRAWINGS.9.ANY ITEMS NOT SHOWN ON DEMOLITION DRAWINGS SUCH AS FURNITURE, LOCKERS, SHELVING, FILE CABINETS, DESKS, CHAIRS, GENERALOFFICE EQUIPMENT, ETC. IS THE PROPERTY OF THE OWNER AND SHALL BE STORED AND PROTECTED IN A CENTRAL LOCATION PER THEOWNERS DIRECTION UNLESS NOTED OTHERWISE.ACCESS RAMP1.THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR PERSONS WITH DISABILITIES, OR IS IN THE PATHOF TRAVEL SHALL BE 1' RISE IN 12' OF HORIZONTAL RUN. THE LEAST POSSIBLE SLOPE SHALL BE USED.2.INTERMEDIATE LANDINGS SHALL BE PROVIDED AT INTERVALS NOT EXCEEDING 30" OF VERTICAL RISE AND AT EACH CHANGE OF DIRECTION.3.TOP LANDINGS SHALL NOT BE LESS THAN 60" WIDE AND SHALL HAVE A LENGTH OF NOT LESS THAN 60" IN THE DIRECTION OF RAMP RUN.No. Description Date7.1.aPacket Pg. 29
A2102A210A210A210431EXISTING LANDSCAPE AND HARDSCAPE TO REMAINFUTURE 16x30 PHOTOVOLTAIC SHADE STRUCTURE BY SUNPOWER UNDER A SEPARATE BUILDING AND SAFETY APPLICATION16' - 6"49' - 1 1/8"2' - 2"1' - 4"41' - 0"3' - 0"6' - 6"22' - 7"6' - 11 7/8"10' - 1 1/2"16' - 2 1/2"13' - 8"6' - 0"16' - 6"A2002A2001A2004A200318' - 0"5' - 11 7/8"42' - 0"7' - 0"14' - 6"6' - 0"16' - 6"47' - 4 3/8"10' - 0"30' - 2 3/4"6' - 10"3' - 4"2' - 10"2' - 6"22' - 7"6' - 0"18' - 0"PLANTERPLANTERPLANTERPLANTERGRASSGRASSCONCRETE DRIVEWAY CAN PARK 3 CARS6' - 8"PLANTERCONRETE WALKWAYBRICK PAVER STEPS0° 00' 00"136.18'NE86° 34' 22"69.62'NE0° 00' 00"140.34'SW90° 00' 00"69.50'NWPARKWAYFACE OF STREET CURBFRONT SETBACK0' - 0 1/4"SILVER RAIN DR CENTER LINE12' - 0"TO STREET CENTER LINE2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail1" = 10'-0"12/13/2020 6:27:38 PMA010EXISTING AND NEWSITE PLANSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW1" = 10'-0"1SITE NEW1" = 10'-0"2SITE EXISTINGNo. Description DateFRONT SETBACK7.1.aPacket Pg. 30
A2102A210A210A2104311A3102A3104A310EXISTING LANDSCAPE AND HARDSCAPE TO REMAINFUTURE PHOTOVOLTAIC SHADE STRUCTURE BY SUNPOWER UNDER A SEPARATE BUILDING AND SAFETY APPLICATION2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail1/8" = 1'-0"12/13/2020 6:27:41 PMA020EROSION CONTROLPLANProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWNo. Description Date1/8" = 1'-0"1EROSION CONTROL PLANGRAVEL BAGS ALIGNMENTDIRECTION OF FLOWLEGENDEXISTING NATURAL FLOWSILVER RAIN DRIVE7.1.aPacket Pg. 31
UPDN134567ABCDEFGHA2002A2001A2004A20031A3007' - 0"9' - 6"26' - 6"46' - 0"43' - 0"14' - 10"11' - 2"20' - 0"5' - 0"4' - 6"10' - 6"23' - 0"1' - 6"46' - 0"2A30023' - 4"6' - 0"4' - 4"10' - 2"6' - 0"4' - 0"6' - 6"3' - 6"3' - 6"4' - 6"5' - 8"3' - 0"6' - 2 1/2"3' - 6"14' - 0"14' - 0"6' - 0"43' - 0"6' - 6"4A3003A300240 SFLIVING1119 SFDINING2136 SFKITCHEN3180 SFFAMILY434 SFBATH #1546 SFLAUNDRY6156 SFFOYER7432 SFGARAGE810' - 0"70 SFPORCH9134567ABCDEFGHA2002A2001A2004A20031A3004' - 0"10' - 0"6' - 0"4' - 6"10' - 6"4' - 0"3' - 0"4' - 2"4' - 4"15' - 10"7' - 6"5' - 8"2A3001' - 6"2' - 10"6' - 8"3' - 4"7' - 0"3' - 4"10' - 0"210' - 0"2' - 6"3' - 6"40' - 0"9' - 8"5' - 2"6' - 9"4' - 5"14' - 0"2' - 4"17' - 0"8' - 10"10' - 2"5' - 0"14' - 10"11' - 2"28' - 0"13' - 8 1/4"2' - 8 1/2"5' - 5 1/4"4A3003A300238 SFMASTERBEDROOM18270 SFBEDROOM #41074 SFBATH #41154 SFBATH #312146 SFBEDROOM #313122 SFBEDROOM #214105 SFBEDROOM #11575 SFHALL17113 SFBATH #21690 SFBALCONY192ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:42 PMA100EXISTING FLOORPLANSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1Level 1 Existing3/16" = 1'-0"2Level 2 ExistingNo. Description Date7.1.aPacket Pg. 32
RefrigeratorRangeU.C.WineVent HoodUPVent HoodUPA2102A210A21043534821A3102A310134567ABCDEFGHA2201WEST2SOUTH46' - 0"23' - 0"6' - 6"3A31024NORTH3EAST10' - 0"4' - 10"6' - 9"4' - 5"14' - 0"6' - 0"3' - 0"6' - 6"14' - 6"1' - 6"1' - 6"5' - 6"4' - 2"3' - 6"42' - 6"7' - 0"10' - 10"1' - 0"9' - 0"3' - 10"1' - 0"9' - 8"16' - 4"4' - 10"9' - 2"1' - 2 1/8"4A310295 SFLIVING1213 SFKITCHEN2304 SFDINING3180 SFFAMILY434 SFBATH #1546 SFLAUNDRY6235 SFFOYER7432 SFGARAGE840' - 0"AD-2.019Sim117321611211131415171847 SFPORCH #21052 SFPORCH #1911222Generic - 6"2Generic - 6"22222113321134A2102A210A2104313121A3102A310134567ABCDEFGHA2201WEST2SOUTH3A31024NORTH3EAST0' - 0"4' - 2"5' - 4"13' - 4"11' - 2"26' - 4"13' - 8"6' - 6"4' - 6"1' - 0"3' - 0"6' - 10"4A31010' - 0"4' - 10"11' - 2"14' - 0"6' - 0"46' - 0"1' - 10"8' - 2"1' - 0"2' - 10"1' - 0"1' - 5"7' - 10"1' - 4"9' - 6"23' - 4"1' - 10"7' - 2"2' - 6"4' - 6"1' - 2"10' - 4"14' - 0"6' - 6"204 SFBATH #217169 SFBEDROOM #21274 SFBATH #414286 SFBEDROOM #31592 SFHALL1676 SFBATH #313373 SFMASTERBEDROOM18192 SFSTUDY11111443774814441511510616917666111455147416120 SFBALCONY #22072 SFBALCONY #1191133Generic - 12"2211111111432222412ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:43 PMA110NEW FLOOR PLANSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1Level 13/16" = 1'-0"2Level 2No. Description DateWALL LEGENDTAG CONSTRUCTION1 NEW WALLS2 EXISTING WALL TO REMAIN3 NEW STONE VENEER WALLS4 NEW FIBER CEMENTPANELWALLS#7.1.aPacket Pg. 33
Vent HoodA2102A210A210431A3102A310134567ABCDEFGHA2201WEST2SOUTH3A31024NORTH3EAST5' - 0"4' - 6"1' - 0"3' - 0"6' - 6"4A310A2102A210A210431A3102A310134567ABCDEFGHA2201WEST2SOUTH3A31024NORTH3EAST4A3102ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:44 PMA120REFLECTED CEILINGPLANSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1Level 13/16" = 1'-0"2Level 2No. Description Date7.1.aPacket Pg. 34
134567ABCDEFGHA2001A20041A3002A30023' - 0"26' - 6"9' - 6"5' - 6"1' - 6"40' - 0"8' - 0"4' - 6"9' - 6"1' - 0"21' - 6"1' - 6"9' - 2"2' - 0"20' - 0"2' - 0"31' - 6"4A3003A300EXISTING CONCRETE TILE ROOFA2102A21041A3102A310134567ABCDEFGH3A31024A3109' - 8"0' - 0"5' - 2"0' - 0"1' - 2"10' - 4"13' - 8"1' - 2"4' - 10"41' - 0"1' - 6"0' - 0"1' - 6"1' - 6"2' - 10"SINGLE-PLY TPO ROOFINGROOF HATCH2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:45 PMA130EXISTING AND NEWROOF PLANSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1ROOF EXISTINGNo. Description Date3/16" = 1'-0"2NEW ROOF7.1.aPacket Pg. 35
Level 10' -0"Level 29' -0"345671A300Top Plate17' -0"210' - 5"New Level 210' -6"NEW ROOF21' -0"4A300Level 10' -0"Level 29' -0"ABCDEFGH2A300Top Plate17' -0"New Level 210' -6"NEW ROOF21' -0"24' - 6"1' - 5"1' - 7"2' - 0"Level 10' -0"Level 29' -0"ABCDEFGH2A300Top Plate17' -0"New Level 210' -6"NEW ROOF21' -0"Level 10' -0"Level 29' -0"1345671A300Top Plate17' -0"2New Level 210' -6"NEW ROOF21' -0"4A3002ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail1/8" = 1'-0"12/13/2020 6:27:46 PMA200EXISTINGELEVATIONSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW1/8" = 1'-0"1South Existing1/8" = 1'-0"2East Existing1/8" = 1'-0"3West Existing1/8" = 1'-0"4North ExistingNo. Description Date7.1.aPacket Pg. 36
Level 10' -0"Level 29' -0"1A310134567Top Plate17' -0"2New Level 210' -6"NEW ROOF21' -0"4A31012313Level 10' -0"Level 29' -0"2A310ABCDEFGHTop Plate17' -0"New Level 210' -6"NEW ROOF21' -0"1234123' - 6"3' - 0"Level 10' -0"Level 29' -0"2A310ABCDEFGHTop Plate17' -0"New Level 210' -6"NEW ROOF21' -0"124Level 10' -0"Level 29' -0"1A310134567Top Plate17' -0"2New Level 210' -6"NEW ROOF21' -0"4A310421342ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail1/8" = 1'-0"12/13/2020 6:27:51 PMA210NEW EXTERIORELEVATIONSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW1/8" = 1'-0"1South1/8" = 1'-0"2East1/8" = 1'-0"3West1/8" = 1'-0"4NorthNo. Description DateELEVATION KEYNODESKeyValueKeynote Text1 CORRUGATED METALPANEL2 PRECAST STONEVENEER3 FIBER CEMENT PANEL4 SMOOTH STUCCOPLASTER7.1.aPacket Pg. 37
Level 10' -0"Level 29' -0"EFGHTop Plate17' -0"7' - 0"0' - 3 1/2"0' - 4"3' - 0"7' - 2"2' - 0"New Level 210' -6"Level 10' -0"Level 29' -0"1A3103453A3102New Level 210' -6"Level 10' -0"Level 29' -0"EFGHNew Level 210' -6"Level 10' -0"Level 29' -0"1A31013453A3102New Level 210' -6"2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/8" = 1'-0"12/13/2020 6:27:53 PMA220NEW INTERIORELEVATIONSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/8" = 1'-0"1WEST3/8" = 1'-0"2SOUTH3/8" = 1'-0"3EAST3/8" = 1'-0"4NORTHNo. Description Date7.1.aPacket Pg. 38
Level 10' -0"Level 29' -0"ABCDEFGH2A300Top Plate17' -0"New Level 210' -6"NEW ROOF21' -0"Level 10' -0"Level 29' -0"1345671A300Top Plate17' -0"2New Level 210' -6"NEW ROOF21' -0"4A3003A300Level 10' -0"Level 29' -0"ABCDEFGH2A300Top Plate17' -0"New Level 210' -6"NEW ROOF21' -0"Level 10' -0"Level 29' -0"ABCDEFGH2A300Top Plate17' -0"New Level 210' -6"NEW ROOF21' -0"2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:54 PMA300EXISTING BUILDINGSECTIONSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1Section 1 Existing3/16" = 1'-0"2Section 2 Existing3/16" = 1'-0"3Section 3 Existing3/16" = 1'-0"Section 4 ExistingNo. Description Date7.1.aPacket Pg. 39
Level 10' -0"Level 29' -0"2A310ABCDEFGHTop Plate17' -0"New Level 210' -6"NEW ROOF21' -0"Level 10' -0"Level 29' -0"1A3101345673A310Top Plate17' -0"2New Level 210' -6"NEW ROOF21' -0"4A310Level 10' -0"Level 29' -0"2A310ABCDEFGHTop Plate17' -0"New Level 210' -6"NEW ROOF21' -0"Level 10' -0"Level 29' -0"2A310ABCDEFGHTop Plate17' -0"New Level 210' -6"NEW ROOF21' -0"2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail3/16" = 1'-0"12/13/2020 6:27:56 PMA310NEW BUILDINGSECTIONSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW3/16" = 1'-0"1Section 13/16" = 1'-0"2Section 23/16" = 1'-0"3Section 33/16" = 1'-0"4Section 4No. Description Date7.1.aPacket Pg. 40
2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mail12/13/2020 6:27:57 PMA400DOOR AND WINDOWSCHEDULESProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWNo. Description DateDOOR SCHEDULEDOOR# Family and Type FLOOR HEIGHT WIDTH COUNT FUNCTION NOTESDoor-Curtain-Wall-Single-Glass:Door-Curtain-Wall-Single-GlassNew Level 2 6' - 5 3/4" 2' - 2 7/16" 1 Exterior1 Double-Panel 2: 60" x 84" Level 1 7' - 0" 5' - 0" 1 Exterior2 Single-Glass 2: 30" x 84" EXT Level 1 7' - 0" 2' - 6"1 Exterior3 Single-Flush: 30" x 84" Level 1 7' - 0" 2' - 6" 1 Interior4 Single-Flush: 30" x 84" Level 1 7' - 0" 2' - 6" 1 Interior5 Bifold-4 Panel: 72" x 84" Level 1 7' - 0" 6' - 0" 1 Interior6 Single-Flush: 30" x 80" 6' - 8" 2' - 6" 5 Interior7 Sliding-2 panel: 72" x 82" EXT Level 1 6' - 10" 6' - 0" 1 Exterior8 Overhead-Sectional: 16' x 7'-0" Level 1 7' - 0" 16' - 0" 1 Exterior9 Single-Flush: 30" x 84" New Level 2 7' - 0" 2' - 6" 1 Interior10 Single-Flush: 32" x 84" New Level 2 7' - 0" 2' - 8" 1Interior11 Single-Glass 2: 30" x 80" New Level 2 6' - 8" 2' - 6" 1 Interior12 Sliding-2 panel: 72" x 84" Level 2 7' - 0" 6' - 0" 1 Interior13 Sliding-Closet: 60" x 80" Level 2 6' - 8" 5' - 0" 1 Interior14 Sliding-Closet: 72" x 80" Level 2 6' - 8" 6' - 0" 1 Interior15 Single-Glass 2: 30" x 80" Level 2 6' - 8" 2' - 6" 1 Interior16 Door-Interior-Double-FullGlass-Wood: 60" x 80"New Level 2 6' - 8" 5' - 0" 1 Interior17 Double-Panel 2: 60" x 84" New Level 2 7' - 0" 5' - 0" 1 ExteriorWINDOW SCHEDULEWIN NO TYPE Level HEIGHT WIDTH COUNT COMMENTS1 Double Hung: 24" x 90" 7' - 6" 2' - 0" 72 Slider with Trim: 24" x 48" Level 1 4' - 0" 2' - 0" 13 Slider with Trim: 60" x 48" 4' - 0" 5' - 0" 24 Double Hung: 24" x 72" 6' - 0" 2' - 0" 55 Fixed: 24" x 72" New Level 2 6' - 0" 2' - 0" 26 Fixed: 48" x 72" New Level 2 6' - 0" 4' - 0" 27 Double Hung: 24" x 60" Level 2 5' - 0" 2' - 0" 28 Slider with Trim: 36" x 48" Level 2 4' - 0" 3' - 0" 19 Fixed: 60" x 72" New Level 2 6' - 0" 5' - 0" 111 Fixed: 78" x 90" Level 1 7' - 6" 6' - 6" 112 Fixed: 66" x 90" Level 1 7' - 6" 5' - 6" 113 Slider with Trim: 60" x 72" Level 1 6' - 0" 5' - 0" 114 Fixed: 48" x 72" Level 1 6' - 0" 4' - 0" 115 Fixed: 60" x 72" Level 1 6' - 0" 5' - 0" 116 Curtain Panel: Curtain Panel New Level 2117 Curtain Panel: Curtain Panel Level 1118 Curtain Panel: Curtain Panel Level 1110' -0"8' -0"10' -0"9' -6"14' -10"8' -6"BOTHBOTHBOTHBOTH7.1.aPacket Pg. 41
EXTERIORCEMENT PLASTER ASSEMBLYPLYWOOD SHEATHING WHERE OCCURSWOOD STUD, SEE PLANSINSULATION IN STUD CAVITYTYPE "X" GYP. BD WHERE OCCURS, REFER TO FINISH SCHEDULENOTES:1.THIS DETAIL APPLIES TO BOTH NON-RATED AND 1-HR RATED CONDITIONS.EXTERIORCEMENT PLASTER ASSEMBLYPLYWOOD SHEATHING WHERE OCCURSWOOD STUD, SEE PLANSINSULATION IN STUD CAVITYMORTAR BEDCERAMIC TILE SYSTEMCEMENT BACKERBOARDEXTERIORPLYWOOD SHEATHING PER STRUCTURALWOOD STUD, SEE PLANSINSULATION IN STUD CAVITYTYPE "X" GYP. BD. WHERE OCCURS, REFER TO FINISH SCHEDULECORRUGATED METAL WALL PANELPANEL CLIP @ 24" O.C. W/ (2) #12-11 X 1 1/2" WOOD SCREW, PER MFR.WATERPROOFING MEMBRANEFIBER CEMENT CLADDINGSYSTEMWATERPROOFING MEMBRANEPLYWOOD SHEATHING, REFERTO STRUCT.WOOD STUD, SEE PLANINSULATION IN STUD CAVITYPANEL CLIP BY MANUFACTURER;ATTACH @ 16" O.C. W/ 2" #9STAINLESS STEEL WD. SCREW;USE (1) SCREW @ STUD, (2)SCREWS @ SHEATHING, TYP..375" DIA. HEAD, TYP. ALL PANELLOCATIONS.TYPE "X" GYP. BD. WHERE OCCURS,REFER TO FINISH SCHEDULENOTE: FOR MORE INFORMATION REFER TO DETAILEXTERIOR18AD-2.05/8" TYPE "X" GYP. BD.WOOD STUD, SEE PLANSINSULATION IN STUD CAVITYUL #U3441-HRNOTES:1. THIS DETAIL APPLIES TO BOTH NON-RATED AND 1-HR RATED CONDITIONS.2. SEE DETAIL 28/AD-3.3 FOR UL #U344 CUT SHEETSFOR WALL TERMINATION REQUIREMENTS @ RATED WALL, SEE DETAILS13AD-7.15/8" TYPE "X" GYP. BD.WHERE OCCURSWOOD STUD, SEE PLANSINSULATION IN STUD CAVITYUL #U3291-HRNOTES:1. THIS DETAIL APPLIES TO BOTH NON-RATED AND 1-HR RATED CONDITIONS.3. SEE DETAIL 23/AD-3.3 FOR UL #U329 CUT SHEETSFOR WALL TERMINATION REQUIREMENTS @ RATED WALL, SEE DETAILSMORTAR BEDCERAMIC TILE SYSTEMRESTROOM SIDECEMENT BACKER BOARD13AD-7.1CONCRETE FLOOR SLAB AND FOOTING PER STRUCTURAL DWGS.2X WOOD STUDS @ 16" O.C., U.N.O.2% MAX.4" MAX.1" MIN.6" MIN.WEEP SCREEDCEMENT PLASTER SYSTEMPLYWOOD SHEATHING WHERE OCCURS, SEE STRUCTURALFLOOR FINISH PER FINISH SCHEDULEBASE PER FINISH SCHEDULE3X TREATED WOOD SILL PLATE ON 1" DRYPACK, PER STRUC'L DWGS., U.N.O.INTERIOR WALL FINISH, PER FINISH SCHEDULEBATT. INSULATIONEXTERIOR PAVING PER CIVIL DWGS. / LANDSCAPE DWGS.CONCRETE FLOOR SLAB AND FOOTING PER STRUCTURAL DWGS.FLOOR FINISH PER FINISH SCHEDULEBASE PER FINISH SCHEDULEPLYWOOD SHEATHING WHERE OCCURS, SEE STRUCTURALINTERIOR WALL FINISH, SEE FINISH SCHEDULEBATT. INSULATIONINTERIOR WALL FINISH, SEE FINISH SCHEDULE2X WOOD STUDS @ 16" O.C., U.N.O.BASE PER FINISH SCHEDULEFLOOR FINISH PER FINISH SCHEDULE2X TREATED WOOD SILL PLATE PER STRUCTURAL DRAWINGS, U.N.O.CLR-19 BATT. INSULATION, TYP.METAL BACKING PERCONTROL JOINT SCREED ASMFR'D BY KEENE XJ 15-3 ORAPPROVED EQUIVALENTJOINT HEIGHT PEREXT. ELEVATIONSCEMENT PLASTERSYSTEM O/ MTL. LATH &UNDERLAYMENTPLYWOOD SHEATHING, PERSTRUCT. DWGS (WHEREOCCURS)11S0-2.6MTL. PLASTER CORNER MOLDING ASMFR'D BY FRY REGLET OR APPROVEDEQUIVALENT - TYP. @ EXT. CORNERCEMENT PLASTER SYSTEM O/MTL. LATH O/ UNDERLAYMENT7/8"EXTERIORFIBER CEMENT CLADDINGSYSTEMWATERPROOFING MEMBRANEPANEL CLIP PER MANUFACTURER, ATTACHMENT PER DET.SEALANTDOUBLE FLANGE SEALANTBACKERPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD @ 16" O.C.U.N.O.NOTE: FOR MORE INFO REFERTO WALL TYPE "A4"17AD-2.0FIBER CEMENT CLADDINGSYSTEMPANEL CLIP BY MANUFACTURER, ATTACHMENT PER DET.OUTSIDE PREFORMEDCORNERSEALANT OVER DOUBLEFLANGE SEALANTBACKER, TYP.WATERPROOFING MEMBRANEPLYWOOD SHEATHING, REFER TO STRUCT.2X WOOD STUD FRAMING,REFER TO STRUCT.17AD-2.0EXTERIORFIBER CEMENT CLADDINGSYSTEMWATERPROOFING MEMBRANESTARTER CLIP BY MANUFACTURER; ATTACH W/ 1" #9 STAINLESS STEEL WD SCREW @ 16" O.C. MAX.FLASHINGNOTE: FOR MORE INFO REFER TO WALL TYPE "A5"6"1/2"1/2"CORRUGATED METAL WALL PANEL SYSTEMCONT. METAL WALL PANEL DRIP EDGE FLASHINGWATERPROOFING MEMBRANECONC. SLABTO TOP OF CONC. CURB6"MIN.OFFSET CLEAT & FASTENER, PER MFR.1/4" SPACER AT FASTENER FOR DRAINAGEEXTERIORWATERPROOFING MEMBRANECHANNEL SCREEDMOLDINGPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD @ 16" O.C.U.N.O.CORRUGATED METAL WALL PANEL SYSTEMCEMENT PLASTER ASSEMBLYOFFSET CLEAT & FASTENER, PER MFR. NOTE: FOR MORE INFO REFERTO WALL TYPE "A1 & A3"EXTERIOR1" CHANNEL SCREEDMOLDINGPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD @ 16" O.C.U.N.O.CEMENT PLASTER ASSEMBLYCEMENT PLASTER ASSEMBLYNOTE: FOR MORE INFO REFERTO WALL TYPE "A1"EXTERIORWATERPROOFING MEMBRANE'F' REVEAL MOLDINGPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD @ 16" O.C.U.N.O.NOTE: FOR MORE INFO REFERTO WALL TYPE "A1 & A4"CEMENT PLASTER ASSEMBLYFIBER CEMENTCLADDING SYSTEMCONCRETE FLOOR SLAB AND FOOTING PER STRUCTURAL DWGS.FLOOR FINISH PER FINISH SCHEDULEBASE PER FINISH SCHEDULE5/8" TYPE 'X' GYPSUM BOARD INTERIOR WALL FINISH, SEE FINISH SCHEDULEBATT. INSULATION2X WOOD STUDS @ 16" O.C., U.N.O.BASE PER FINISH SCHEDULEFLOOR FINISH PER FINISH SCHEDULE3X TREATED WOOD SILL PLATE ON 1" DRYPACK, PER STRUCTURAL DRAWINGS, U.N.O.FIRE CAULKING, TYPFIRE CAULING, TYPUL #U3441-HR2. THIS DETAIL APPLIES TO BOTH NON-RATED AND 1-HR. RATED CONDITIONS.CORRUGATED METAL WALL PANEL SYSTEMOUTSIDE PREFORMEDCORNERWALL CLIP, PER MFR.WATERPROOFING MEMBRANEPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD FRAMING,REFER TO STRUCT.CONT. METAL WALL PANEL CLOSURE1"1/4"CORRUGATED METAL WALL PANEL SYSTEMWALL CLIP, PER MFR.WATERPROOFING MEMBRANEPLYWOOD SHEATHING, REFERTO STRUCT.2X WOOD STUD FRAMING,REFER TO STRUCT.CONT. METAL WALL PANEL JAMB TRIM6 X 6 X 20 GA. G.I. CONT. FLASHING ANGLECONT. 'J' MOLD PLASTER SCREEDCEMENT PLASTER ASSEMBLYPLYWOOD SHEATHING PER STRUCT. DWGS.WALL TYPE PER PLANCONT. FOAM CLOSURE STRIP SET IN SEALANTSCALE:3" = 1'-0"1WALL TYPE "A1"SCALE:3" = 1'-0"2WALL TYPE "A2"SCALE:3" = 1'-0"13WALL TYPE "A3"SCALE:3" = 1'-0"17WALL TYPE "A4"SCALE:3" = 1'-0"3WALL TYPE "B1"SCALE:3" = 1'-0"5WALL TYPE "C1"SCALE:1 1/2" = 1'-0"8TYP EXT WALL CURBSCALE:1 1/2" = 1'-0"4INTERIOR WALL SILLSCALE:6" = 1'-0"7CONTROL JOINTSCALE:12" = 1'-0"9EXTERIOR CORNERSCALE:3" = 1'-0"18WD PANEL - VERT JOINTSCALE:3" = 1'-0"19WD PANEL CORNERSCALE:3" = 1'-0"16WOOD PANEL @ CURBSCALE:1 1/2" = 1'-0"15MTL WALL PANEL @ CURBSCALE:1 1/2" = 1'-0"11RVL @ PLAST - MTL WALLSCALE:3" = 1'-0"6REVEAL @ PLASTER WALLSCALE:3" = 1'-0"20RVL @ PST - WD PANELSCALE:1 1/2" = 1'-0"12TYP. INT. WALL SILLSCALE:1 1/2" = 1'-0"14WALL MTL PANEL CORNERSCALE:1 1/2" = 1'-0"10MTL PST INSIDE CORNER2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailAs indicated12/13/2020 6:27:59 PMAD-2.0WALL TYPES &DETAILSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEW0' - 0 1/2"No. Description Date7.1.aPacket Pg. 42
SLOPE1/4"=12"SLOPE1/4"=12"SLOPE1/4"=12"SLOPE1/4"=12"TYP.2"TYP.2"TYP.2"18"18"18" 25"18"OVERFLOW ROOF DRAIN, SET EXTENSION SLEEVE 3/4" ABOVE PRIMARY DRAIN EXTENSION SLEEVE5AD-3.0MIN. 6"MIN. 6"MIN. 6"2"1"MAIN DRAINOVERFLOW DRAINCAST IRON STRAINER2X BLOCKING COPED AROUND ROOF DRAINCAST IRON ROOF DRAINROOF DRAIN LEADER PER PLUMBING PLANSOVERFLOW DRAIN LEADER PER PLUMBING PLANSCAST IRON OVERFLOW DRAIN W/ RAISED VERTICAL FLANGEPLYWOOD SHEATHING OVER ROOF FRAMING PER STRUCTURALSHAPED RIGID INSULATION (SLOPE TO DRAIN)MIN.8"STAINLESS STEEL HOSE CLAMPSEALANTVENT PIPE PER MECHANICALROOFING SYSTEM BASE FLASHING, HOT-AIR WELDEDPLYWOOD SHEATHING PER STRUCT.ROOFING SYSTEM FLASHING MEMBRANEROOFING MEMBRANE OVER 1/4" SEPARATION BOARD OVER VAPOR BARRIER, SEALED AT EDGESANCHORAGE OCCURS @ TOP, BOTTOM & 4'-0" O.C. VERT.2x WOOD FRAMING WHERE OCCURSROOF SHEATHING, PER STRUCT. DWGS.CONC. CURBWHERE OCCURS3'-0"x 2'-6" ROOF ACCESS HATCHSAFETY POST1/2" X 2" STL. BAR STRINGERS @ 20" O.C.3/4" DIA. STL. BAR RUNGS @ 12" O.C. TYP.FIN. FLR.(2) 1/2" DIA. x 4" HILTI KWIKKB-TZ EXPANSION ANCHORSWOOD BEAM, SEE STRUCT.3/8" DIA. x3 LAG SCREW @ EA. CORNERFACE OF CEILINGWHERE OCCURS2542"6"X 2'-6" WIDE3'-0" NOMINAL12" MAX.6" MIN.TYP.12"1'-3"3" MIN.8"PROVIDE SOFFIT WALL ONLY AT ROOMS WITH CEILING 2"30" OR GREATERROOFING SYSTEM COVERSTRIP, HOT-AIR WELDEDROOFING SYSTEMBASE FLASHING, OVER1/4" SEPARATIONBOARD, HOT-AIRWELDEDCONNECTION BARAND FASTENERSPLYWOOD SHEATHINGSEE STRUC. DWGS.ROOFING MEMBRANEOVER 1/4" SEPARATIONBOARD OVER VAPORBARRIER, SEALED ATEDGESPLYWOOD SHEATHINGSEE STRUC. DWGS.O.C. 12"METAL STUDBACKING, PER ST DETAIL2x WOOD STUDS,U.N.O.1/2" DIA. MACHINE BOLT3/16"3"X3"X3/8" STL.PLATEFINISH PER FINISHSCHEDULENOTE:SPACE CONNECTORS EVENLY NOT TO EXCEED 4'-0" O.C. VERT.9"X3"X3/8"STL. PLATE1/2" X 2" STL.STRINGER3/4" DIA. STL.RUNGS WHEREOCCURS3/16"CLOSURE FLASHING ROOF MEMBRANE ASSEMBLY W/ CONT. TERMINATION BARCONT. TWO-PIECE SNAP-IN ROOF FLASHING REGLETCONT. PARAPET CAPFLASHING ASSEMBLYCORRUGATED METALWALL PANEL SYSTEMFIELD CUT AND BEND RIB AS REQUIREDCONT. SELF-ADHEREING WATER PROOF MEMBRANE1/4" :12"MIN. SLOPE4"WATERPROOFING MEMBRANEROOFING MEMBRANE ASSEMBLY W/ CONT. TERMINATION BARCONT. TWO-PIECE SNAP-IN FLASHING REGLETCONT. SELF-ADHEREINGWATER PROOF MEMBRANE2X DBL TOP PLATECONT. 'J' MOLD PLASTER SCREEDEXTERIOR PLYWOOD SHEATHING, COORDINATE W/ STRUCTURALCEMENT PLASTER ASSEMBLY2X WOOD STUDS @ 16" O.C., U.N.O.CONT. PARAPET CAP FLASHING ASSEMBLY. PAINTED TO MATCH EXT. FINISH.1/4" : 12"MIN. SLOPE4"4"ROOFING MEMBRANE ASSEMBLY W/ CONT. TERMINATION BAR1/4" :12"MIN. SLOPECONT. TWO-PIECE SNAP-IN ROOF FLASHING REGLETCONT. PARAPET CAP FLASHING ASSEMBLYCONT. SELF-ADHEREING WATER PROOF MEMBRANETOP OF PARAPETFRAMINGFIBER CEMENT PANEL ASSEMBLYCONT. EDGE CLOSURE FLASHINGREGLET ELEV.TO BE COORDINATEDW/ PARAPET CAPFLASHING REGLET ELEV.3"REGLET ELEV. TO BE COORDINATEDW/ PARAPET CAPFLASHING REGLET ELEV.TWO-PIECE SNAP-IN FLASHING REGLETROOFING MEMBRANE ASSEMBLY W/ CONT. TERMINATION BARCONT. 2X WD. BLK'G.CEMENT PLASTER ASSEMBLYFOR FRAMING CONFIGURATIONSEE STRUCT. DWGS, TYPHOT-AIR WELDNOTE:FOR MORE INFO., SEE STRUCT. DETAILWOOD STUD FRAMING, PER PLAN, TYP.MEMBRANE ROOFING SYSTEM OVER AND DOWN WALL MIN. 6" EXT. PLYWOOD SHEATHING, TYP.STRUCTURAL WOOD ROOF JOIST, PER STRUCT. DWGS.2X CONT. BLOCKINGDOUBLE 2X TOP PLATE CONT. SIMPSON HANGER EACH SIDE, SEE STRUC'L DWGS.SLOPESLOPE2X DBL TOP PLATECONT. 'J' MOLD PLASTER SCREEDEXTERIOR PLYWOOD SHEATHING, COORDINATE W/ STRUCTURALCEMENT PLASTER ASSEMBLY2X WOOD STUDS @ 16" O.C., U.N.O.CONT. PARAPET CAP FLASHING ASSEMBLY. PAINTED TO MATCH EXT. FINISH.1/4" : 12"MIN. SLOPE4"2x WOOD STUDS @ 16" O.C. (U.N.O.),COORDINATE W/STRUCT.CEMENTPLASTER ASSEMBLY2x BLOCKING WHERE OCCURS,COORDINATE W/ STRUC.JOIST.PLYWOOD SHEATHINGROOFING MEMBRANE OVER 1/4" SEPARATION BOARD OVER SHAPED RIGID INSUL. (WHEREOCCURS) OVER VAPOR BARRIER (SEALED AT EDGES)HOT-AIR WELDROOF SYSTEM FLASHING OVER1/4" SEPARATION BOARDEXT. PLYWOOD SHEATHING,COORDINATE W/ STRUCT.22AD-3.0TOP OF PARAPET2X WOOD STUD FRAMINGPROVIDE WOOD STUD LATERAL BRACINGCEILING HEIGHT PER PLANCEILING JOIST FRAMING5/8" TYPE 'X' GYPSUM BOARD TO THE UNDERSIDE OF THE STRUCTUREMETAL CORNERBEAD TYP.LIGHT TRACKTERREFLECTORTOP 0-30 DEG.ANGLE ADAPTERTUBE AS REQUIREDMEMBRANE ROOFING SYSTEM OVER SEPARATION BOARD OVER AIR BARRIER SEALED AT EDGES, TYP.WD. FRAMING,PER STRUCT.METAL CAP FLASHING,BY MANUFACTURERWOOD NAILERPITCHED PRE-FABRICATEDCURB WITH WD. NAILEREXTENSION TUBETUBE SCREW(4) EYE BOLTS INTO TRANSITION BOX WITH 16 GA. GALV. WIRES 45 DEG. TO ROOF FRAMING PER DETAILVERIFY WITH MANUFTURER22-1/2" OPENINGEXTERIOR PORTLAND CEMENT PLASTER SYSTEMPLYWOOD SHEATHING2X WOOD CONT. W/ (2) 16d EA. EX, TYP.2X @ 16" O.C., TYP.2X HANGERS @ 16" O.C. W/ (3) 16d EA. END, TYP.FRENSEL LENDS DIFFUSER11AD-4.0--EXTENSION TUBEWD. FRAMING,PER STRUCT.DWGS.LIGHT TRACKTER REFLECTORMETAL CAP FLASHING,BY MANUFACTURERTEMPERED GLASSPITCHED PRE-FABRICATEDCURB WITH WD. NAILERMEMBRANE ROOFING SYSTEMO/ SEPARATION BOARD O/AIR BARRIER SEALED AT EDGESMEMBRANE ROOFING SYSTEM,UP AND OVER CURBHOT AIR-WELDPRESSURE TREATED WD. NAILER#10 x 2" SMS SCREWS (2 EA SIDE)PLYWD. SHEATHING,PER STRUCT. DWGS.2ERITNO. C26074NAEDLISIMPCASCENJRT,CCHITE A.I.A.1A3-4.NATE COF-0ORNALIF.JIM PAN & ASSOCIATESScaleProject numberDateDrawn byChecked byConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailConsultantAddressAddressPhoneFaxe-mailAs indicated12/13/2020 6:27:59 PMAD-3.0ROOF DETAILSProject NumberDIMAOND BARHOUSE REMODEL1523 SILVER RAINDR.Issue DateAuthorCheckerPLANNINGDEVELOPMENTREVIEWSCALE:3/4" = 1'-0"1ROOF DRAIN SUMPSCALE:1 1/2" = 1'-0"5ROOF DRAIN @ WOOD DECKSCALE:3" = 1'-0"3PIPE PENETATIONSCALE:1/2" = 1'-0"15ROOF ACCESS LADDERSCALE:1" = 1'-0"8WALL FLASHINGSCALE:1 1/2" = 1'-0"11STL LADDER ANCHORAGESCALE:1 1/2" = 1'-0"10PARAPET CAP @ MTLSCALE:1 1/2" = 1'-0"9CAP FLASHINGSCALE:1 1/2" = 1'-0"13CAP FLASHING @ FCPSCALE:1 1/2" = 1'-0"7FLASHING CPL TO ROOFSCALE:1 1/2" = 1'-0"6ROOF OVER INT. WALLSCALE:3" = 1'-0"4PARAPET @ CPLSCALE:1 1/2" = 1'-0"2PARAPET W/ RIGID INSULSCALE:3" = 1'-0"12GWB TRANSITION SOFFITNo. Description DateSCALE:1" = 1'-0"14TUBULAR SKYLIGHT7.1.aPacket Pg. 43
1
3
2
4
4
6
3 14
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1523 Silver Rain Dr., Diamond Bar, CA 91765
Marterials and Colors Board
1
Metal Sales, Empire Series, Box Rib, 16” Coverage #EM15-168. Color “Metallic Silver (K7)”
2
Eldorado Stone, Rustic Ledge, Nationwide profile. Color: Clearwater
7.1.b
Packet Pg. 46
3
TRESPA, Meteon Composite Cement Panel, Wood Decors - English Cherry
4
Smooth Stucco, TEX-COT Coolwall, Heat Reflective Wall Coating. Color to match Dunn Edwards “Warm
White” DEW380 RL#005
7.1.b
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5
½” high-strength transparent Glass Railing with Stainless Steel Mounting Brackets and handrail
6
Entry Door: Groke Modern Door, Glass: Float Sandblasted. Color: Wood Finishes, Golden oak, dark FD011
Custom Wood Sectional Garage Door - Lucas – Modern Flush Style. Color: Luan Wood or Pine, Brown, Stain.
7
Vinyl or Fiberglass Windows and Patio Doors: Pella 250 Series. Dual-Color Frames: Exterior Brown, White
Interior
7.1.b
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Project Status Report CITY OF DIAMOND BAR
February 9, 2021 COMMUNITY DEVELOPMENT DEPARTMENT
LEGEND PH = PUBLIC HEARING
X = NON PUBLIC HEARING
AP = ASSIGNED PLANNER
PC = PLANNING COMMISSION
AR = ADMINISTRATIVE REVIEW
CC = CITY COUNCIL
PROPERTY LOCATION
PLANNING COMMISSION REVIEW File # AP Applicant PC
2/9/21
CC
2/16/21
PC
2/23/21
CC
3/2/21
PC
3/9/21
CC
3/16/21
1523 Silver Rain Dr.
(Addition and remodel to single family
residence)
DR PL2020-142 MN Jim Pan PH
2825 S. Diamond Bar Blvd.
(Time Extension for Planet Fitness CUP)
TE PL2019-103 MN ROIC Diamond
Hills Plaza, LLC
PH
ADMINISTRATIVE REVIEW
Property Location AP Applicant
None
PENDING ITEMS
Property Location File # AP Applicant Status
1625 Bears Den
(Addition to single family residence)
DR PL2021-01 MN Pete Volbeda Under Review
2523 Blaze Trail
(New single family residence)
DR PL2020-49 MN Pete Volbeda Third Incomplete letter sent 10/16/20 - waiting for additional information
Crooked Creek
(7-unit subdivision)
TTM, DR, CUP, TP
PL2017-203
MN Rob Meserve Second incomplete letter sent 9/16/20 – waiting for additional information
1114 S. Diamond Bar Blvd.
(Veterinarian office)
CUP PL2020-120 MN Dr. Ratul Kumar Incomplete letter sent 9/30/20 – waiting for additional information
24011 Falcons View Dr.
(Addition and remodel to single family
residence)
DR PL2020-25 MN William
Edwards
Third Incomplete letter sent 1/29/21 - waiting for additional information
24206 Gingerwood Place
(Addition to single family residence)
DR PL2020-115 MN Angelo
Reginaldo
Under Review
20657 Golden Springs
(Sign program amendment)
CUP PL2019-172 MN Sign Express Incomplete letter sent 10/10/19 – waiting for additional information
2234 Indian Creek
(New single family residence)
DR PL2020-159 MN Jeffrey Sun Incomplete letter sent 1/12/21 – waiting for additional information
9.1
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Project Status Report CITY OF DIAMOND BAR Page 2
February 9, 2021 COMMUNITY DEVELOPMENT DEPARTMENT
PENDING ITEMS (continued)
Property Location File # AP Applicant Status
2360 Indian Creek
(Addition and remodel to single family
residence)
DR PL2019-185 MN Pete Volbeda Second incomplete letter sent 2/26/20 – waiting for additional information
22938 ½ Ridge Line Rd.
(Wireless facility)
CUP PL2020-42 NTE/
GL
Jill Cleveland Incomplete letter sent 04/01/2020 – waiting for additional information
23121 Ridge Line Rd.
(New single family residence)
DR PL2020-31 NTE/
MN
Pete Volbeda Second incomplete letter sent 12/15/20 – waiting for additional information
23135 Ridge Line Rd.
(New single family residence)
DR PL2018-233 MN Faiz Ennabe Second incomplete letter sent 2/6/20 – waiting for additional information
9.1
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CITY OF DIAMOND BAR
NOTICE OF PUBLIC MEETING
AND AFFIDAVIT OF POSTING
STATE OF CALIFORNIA
COUNTY OF LOS ANGELES
CITY OF DIAMOND BAR
I, Stella Marquez, declare as follows:
I am employed by the City of Diamond Bar, Community Development Department. On
February 5, 2021, a copy of the February 9, 2021, Planning Commission Agenda, was
posted at the following locations:
SCAQMD/Government Center, 21865 Copley Drive
Heritage Park, 2900 Brea Canyon Road
City website: www.diamondbarca.gov
Due to COVID-19 closures, the Planning Commission Agenda could not be posted at
the following regular posting locations:
Diamond Bar City Hall
Diamond Bar Library
I declare under penalty of perjury that the foregoing is true and correct.
Executed on February 5, 2021, at Diamond Bar, California.
Stella Marquez '
Community Development Department
g. Ws\aflidavi �pos,ingdoc
Feb. 9, 2021 Public Comment
RE: Silver Rain Proposed Project
Honorable Diamond Bar Planning Commissioners:
Planning Commission Mtg
[electronically delivered]
am grateful for the opportunity to speak tonight and invite you to consider:
Once again, a plan is before you that is atypical example of "mansionization." Mansionization
s the practice of remodeling or building an oversized dwelling, which does not fit the character,
scale and intensity of other neighboring dwellings. It is usually enacted by real estate
speculators, focused solely on profit.
Mansionization has plagued many American cities. It is regarded as a detriment to a
community, for many reasons:
- Mansionization of established neighborhoods opens the door to economic blight.
Reduces neighboring property values 50-100K per parcel
Currently, mansionized homes are not selling. There is a high vacancy rate of
mansions. Owners, desperate to recoup investment expenses, resort to renting these units
out.
Frequently, owners convert the large homes to internal, multiple dwellings - no matter
their promise of compliance to city ordinances - knowing city enforcement is unlikely.
Today, City of Diamond Bar Neighborhood Quality/code enforcement is overrun with
citywide complaints related to airbnb-type rentals, birth tourism, card rooms and other
nuisances which disrupt and degrade neighborhood integrity.
Oversized residential housing hosts large, inside gatherings, also posing Covid risks.
Increase of allowing mansionization increases the "turnover" of families living in
established neighborhoods. This is good for city tax revenue increases, bad for quality of life
for families' livability while it destabilizes their property values.
Permissive
development,
catering to developers, exposes the
community to an assortment of
ncremental
degradation.
(See Los Angeles Conservancy on "mans
ionization")
Residents expect Diamond Bar's planning department to conserve existing neighborhood
nteg, y. We ask planners to guide applicants with more astute leadership by 1. Initiating floor
size limits to coincide with neighboring dwellings. 2. Educate applicants about more coherent
style choices that would fit the character of a place. 3. Emphasize quality instead of
expediency, which may ultimately result in slower, yet more stable city revenue gains.
Has the city ever performed a cost comparison of infrastructure, code enforcement and legal
expenses, to the temporary revenue attained by advising oversized housing in neighborhoods?
Please consider an investment in quality and long term sustainability, rather than reaching for a
quick, temporary profits which in time, will wane and lead the city into blight and insolvency.
On behalf of many interested residents, I ask the planning commissioners to recommend the
applicant withdraw this plan for a redesign and resubmission at a later date.
Respectfully Submitted
C. Robin Smith, Diamond Bar Resident 35 yrs
diamomndbarbeautiful@gmail.com
Feb. 9. 2021 Public Comment
Planning Commission Mtg
References: Los Angeles Conservancy laconservancy.org, attached photographs
i %;11�ca,.<.p: .u�sni,ornoan w�,o�
Stella Marquez
From: Iris Mann <imann71970@aol.com>
Sent: Monday, February 8, 2021 9:17 PM
To: Greg Gubman
Cc: Mayuko Nakajima; Stella Marquez
Subject: Modern House addition on the docket 2/9/2021
CAUTION: This message originated outside of our City of Diamond Bar network.
To Mr GubmanI
I have lived in Diamond Bar for over 25 years and have seen way too much approval of modern and out of character
developments and designs like the condos on the South end of town. Allowing designs like this that are so completely out
of character with the neighborhood will have negative affects on the neighbors and neighborhoods that is not necessarily
calculable but almost certain to have negative effects reducing the value of homes in the area. It will change the character
of neighborhoods that people chose deliberately for that reason. This will be an eyesore for many as well. This is even
more of an alteration and change of character from the Diamond Bar /Temple project as it it right next door to other
homes. Getting this ball rolling will only not set a good precedent. Please do not change the character of our
neighborhoods in this man.
Iris Mann