HomeMy WebLinkAbout03_Tang Residence Modification Permit_PA2024-0187CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
December 12, 2024
Agenda Item No. 3
SUBJECT: Tang Residence (PA2024-0187)
Modification Permit
SITE LOCATION: 1935 Port Cardiff Place
APPLICANT: Dana Kwon
OWNER: John Tang
PLANNER: Daniel Kopshever, Assistant Planner
dkopshever@newportbeachca.gov or 949-644-3235
LAND USE AND ZONING
General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached)
Zoning District: PC 3 (Harbor View Hills)
PROJECT SUMMARY
A request for a modification permit to allow a 1,140-square-foot addition to an existing
2,508-square-foot single-unit residence with nonconforming parking. Title 20 (Planning and
Zoning) of the Newport Beach Municipal Code (NBMC) limits additions to a maximum of
10% of the existing gross floor area when a residence has nonconforming parking. The
existing garage is considered nonconforming due to depth, as the garage only provides an
interior clear dimension of 19 feet, 9 inches, when 20 feet is required. The addition otherwise
complies with all applicable development standards and no other deviations are requested.
RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines,
because it has no potential to have a significant effect on the environment; and
3) Adopt Draft Zoning Administrator Resolution No. _ approving the Modification Permit
filed as PA2024-0187 (Attachment No. ZA 1).
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Tang Residence (PA2024-0187)
Zoning Administrator, December 12, 2024
Page 2
DISCUSSION
The Property is zoned PC 3 (Harbor View Hills) and is located within the
Low/Medium Density Residential subarea (Area 2). This subarea allows for the
development of detached, single-unit residences.
The surrounding neighborhood is developed with both single-story and two-story,
single-unit residences. There is a Metropolitan Water District facility located
approximately 320 feet east of the Property, at the corner of Port Cardiff Place and
East Newport Hills Drive.
The Property was originally developed in 1969 with a two-story, single-unit,
residence. There is an attached, 476-square-foot, two-car, garage at the front of
the residence.
The interior clear dimensions of the garage measure 20 feet wide by 19 feet, 9
inches deep. The garage was compliant with the zoning standards in place at the
time of construction, which then required a minimum interior width of 8 feet, 3
inches and a minimum interior depth of 18 feet. As the result of subsequent
amendments to the Zoning Code, the garage is now substandard in size and is
considered legal nonconforming.
Subject Property
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Tang Residence (PA2024-0187)
Zoning Administrator, December 12, 2024
Page 3
While PC 3 specifies the number of required parking spaces, it does not specify
the required interior dimensions. PC 3 defers to the development standards
provided within the NBMC, when not otherwise specified.
Section 20.38.060 (Nonconforming Parking) of the NBMC limits additions to
residential structures with nonconforming parking to a maximum of 10% of the
existing floor area within a 10-year period. Subsection (2)(b) however allows for
larger additions, subject to the approval of a modification permit.
The proposed 1,140-square-foot addition is to accommodate the construction of a
bedroom, living room, pantry, and bathroom on the first floor and a new balcony,
laundry room, and bathroom alterations on the second floor. The areas of addition
will not exceed the maximum height allowed by PC 3 and are consistent with the
size of other properties in the neighborhood. The proposed addition complies with
all other applicable development standards including lot coverage and setbacks.
The scope of work described above does not require modification to the garage.
Increasing the scope of work to include modifications to the depth of the garage
would require major structural alterations and significant cost while providing
negligible benefit.
Given the intent of the project is to provide a bedroom, living room, pantry, and
bathroom on the first floor and a new balcony, laundry room, and two bathrooms
on the second floor, a redesign to reduce the size of the addition to 250.8 square
feet, i.e. 10% of the existing floor area of the structure, will significantly impact the
objectives of the project and would not provide similar benefits to the applicant.
The garage provides two useable parking spaces that are only substandard by
three inches. The existing conditions fulfill the intent of the NBMC by providing
adequate parking onsite. The applicant will continue to use the existing two-car
garage and park onsite.
The driveway in front of the garage allows for additional onsite parking. Although
the driveway parking spaces do not count toward the parking requirement for
single-unit dwellings, Section 20.40.090 (Parking Standards for Residential Uses)
of the NBMC allows parking of vehicles on driveways within front setback areas
that are in front of garages set back a minimum of 20 feet from the front property
line. The driveway measures approximately 20 feet wide by 20 feet, 4 inches,
deep, which complies with the minimum depth required by the NBMC. A larger
vehicle can use the driveway, which offsets the shorter parking space inside the
garage.
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Tang Residence (PA2024-0187)
Zoning Administrator, December 12, 2024
Page 4
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code
of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect
on the environment.
PUBLIC NOTICE
Notice of this public hearing was published in the Daily Pilot, mailed to all owners of
property within 300 feet of the boundaries of the site (excluding intervening rights-of-way
and waterways), including the applicant, and posted on the subject property at least 10
days before the scheduled hearing, consistent with the provisions of the Municipal Code.
Additionally, the item appeared on the agenda for this meeting, which was posted at City
Hall and on the city website.
APPEAL PERIOD:
An appeal or call for review may be filed with the Director of Community Development within
14 days following the date of action. For additional information on filing an appeal, contact
the Planning Division at 949-644-3200.
Prepared by:
DL/djk
Attachments: ZA 1 Draft Resolution
ZA 2 Vicinity Map
ZA 3 Project Plans
4
Attachment No. ZA 1
Draft Resolution
5
RESOLUTION NO. ZA2024-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING A
MODIFICATION PERMIT FOR A 45% ADDITION TO AN EXISTING
SINGLE-UNIT RESIDENCE WITH A NON-CONFORMING
GARAGE LOCATED AT 1935 PORT CARDIFF PLACE (PA2024-
0187)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Dana Kwon (Applicant), with respect to property located at 1935
Port Cardiff Place, and legally described as Lot 39 of Tract 6623 (Property), requesting
approval of a modification permit.
2. The Applicant requests a modification permit to allow a 1,140-square-foot addition to an
existing 2,508-square-foot single-unit residence with nonconforming parking. Title 20
(Planning and Zoning) of the Newport Beach Municipal Code (NBMC) limits additions to a
maximum of 10% of the existing gross floor area when a residence has nonconforming
parking. The existing garage is considered nonconforming due to depth, as the garage
only provides an interior clear dimension of 19 feet, 9 inches, when 20 feet is required. The
addition otherwise complies with all applicable development standards and no other
deviations are requested (Project).
3. The Property is categorized as Single Unit Residential Detached (RS-D) by the General
Plan Land Use Element and is located within the Harbor View Hills Planned Community
(PC 3), in the Low/Medium Density Residential Area (Area 2).
4. The Property is not located within the coastal zone.
5. A public hearing was held on December 12, 2024, online via Zoom. A notice of the time,
place, and purpose of the hearing was given in accordance with Chapter 20.62 (Public
Hearings) of the NBMC. Evidence, both written and oral, was presented to and
considered by, the Zoning Administrator at this hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This Project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code
of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect
on the environment.
2. This exemption includes additions up to 10,000 square feet where public services and
utilities are available, and the area is not considered environmentally sensitive. The
proposed project is a 1,140-square-foot addition to an existing single-unit residence in
a developed neighborhood and is not within an environmentally sensitive area.
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08-10-18
3. The exceptions to this categorical exemption under Section 15300.2 are not applicable.
The project location does not impact an environmental resource of hazardous or critical
concern, does not result in cumulative impacts, does not have a significant effect on the
environment due to unusual circumstances, does not damage scenic resources within
a state scenic highway, is not a hazardous waste site, and is not identified as a historical
resource.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 20.52.050(E) (Modification Permits – Required Findings) of the
NBMC, the following findings and facts in support of such findings are set forth:
Finding:
A. The requested modification will be compatible with existing development in the
neighborhood.
Facts in Support of Finding:
1. The Property was originally developed in 1969 with a 2,508-square-foot, two-story,
single-unit residence with an attached 476-square-foot, two-car garage.
2. Development along Port Cardiff Place predominantly consists of two-story, single-unit,
residences with some one- and three-story, single-unit residences. There is a
Metropolitan Water District facility located approximately 320 feet east of the Property,
at the corner of Port Cardiff Place and East Newport Hills Drive.
3. The Project would increase the floor area of the dwelling by 1,140 square feet and add
a new bedroom, living room, pantry, and bathroom on the first floor and a new balcony,
laundry room, and two bathrooms on the second floor.
4. The areas of addition will not exceed the maximum height allowed by PC 3 and are
consistent with the size of other properties in the neighborhood. The proposed addition
will comply with all other applicable development standards including lot coverage and
setbacks.
5. Although the existing garage depth is nonconforming at 19-feet, 9 inches, the existing
garage spaces are adequate to park two vehicles. The substandard depth of the parking
spaces would be permissible on a lot 30 feet wide or less, pursuant to Section 20.40.090
(Parking Standards for Residential Uses) of the NBMC, as the minimum depth for a
single car space on a lot 30 feet wide or less is 19 feet. Therefore, the existing
nonconforming parking spaces are functional for parking purposes and the proposed
addition would not create a demand for street parking in the area.
6. The driveway in front of the garage allows for additional onsite parking. Although the
driveway parking spaces do not count toward the parking requirement for single-unit
dwellings, Section 20.40.090 (Parking Standards for Residential Uses) of the NBMC
allows parking of vehicles on driveways within front setback areas that are in front of
garages set back a minimum of 20 feet from the front property line. The driveway
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Zoning Administrator Resolution No. ZA2024-###
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08-10-18
measures approximately 20 feet wide by 20 feet, 4 inches, deep, which complies with
the minimum dimensions of the NBMC. A larger vehicle can use the driveway, which
offsets the shorter parking spaces inside the garage.
Finding:
B. The granting of the modification is necessary due to the unique physical characteristic(s)
of the property and/or structure, and/or characteristics of the use.
Facts in Support of Finding:
1. The interior dimensions of the garage were compliant with the zoning standards in place
at the time of construction. As the result of subsequent amendments to the Zoning Code,
the garage is now substandard in size and is considered legal nonconforming.
2. Section 20.38.060 (Nonconforming Parking) of the NBMC limits additions to residential
structures with nonconforming parking to a maximum of 10% of the existing floor area
within a 10-year period. Subsection (2)(b) however allows for larger additions, subject
to the approval of a modification permit.
3. A modification permit is necessary to allow the addition, as expanding the garage is
overly difficult and onerous due to the physical characteristics of the existing structure.
The proposed addition is located primarily at the front of the Property but does not
include any changes to the attached garage. Expanding the garage south towards the
front property line or north into the habitable space on the first floor would require new
framing and foundations. To reframe the garage and pour additional footings are
significant structural alterations which would increase the cost and scope of work of the
project while providing negligible benefit.
Finding:
C. The granting of the modification is necessary due to practical difficulties associated with
the property and that the strict application of the Zoning Code results in physical
hardships that are inconsistent with the purpose and intent of the Zoning Code.
Facts in Support of Finding:
1. PC 3 requires that each single-unit residence provide two parking spaces, in a garage,
however it does not provide standards related to the dimensions of the parking spaces.
PC 3 defers to the development standards provided within the NBMC, when not
otherwise specified. Section 20.40.090 (Parking Standards for Residential Uses) of the
NBMC requires the garage provide minimum interior clear dimensions of 20 feet wide
by 20 feet deep.
2. The garage provides two useable parking spaces that are only three inches less than
the required depth. The existing condition fulfills the intent of the NBMC by providing
adequate parking onsite. The Applicant will continue to use the existing two-car garage
and park onsite.
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08-10-18
3. Fact 3 in support of Finding B hereby incorporated by reference.
Finding:
D. There are no alternatives to the modification permit that could provide similar benefits
to the applicant with less potential detriment to surrounding owners and occupants, the
neighborhood, or to the general public.
Facts in Support of Finding:
1. An alternative to granting the modification permit is to require the garage be brought into
compliance with current NBMC standards. While bringing the garage into compliance
with current NBMC requirements would provide a negligible benefit, it would require
significant alterations to the structure well beyond the scope of the addition.
Furthermore, relocating the interior garage wall three inches into the existing habitable
space would eliminate habitable space, which is contrary to the purpose of the Project.
2. Given the intent of the Project is to provide a bedroom, living room, pantry, and bathroom
on the first floor and a new balcony, laundry room, and two bathrooms on the second
floor, reducing the size of the addition to no more than 10% of the existing floor area of
the structure as authorized under Section 20.38.060(A) (Nonconforming Parking -
Residential) of the NBMC will significantly impact the objectives of the Project and would
not provide similar benefits to the Applicant.
3. The Project, as proposed, is not anticipated to cause any detrimental effects to the
neighborhood.
Finding:
E. The granting of the modification would not be detrimental to public health, safety, or
welfare, to the occupants of the property, nearby properties, the neighborhood, or the
City, or result in a change in density or intensity that would be inconsistent with the
provisions of this Zoning Code.
Facts in Support of Finding:
1. Although the depth of the parking spaces does not meet the minimum dimensions of
the NBMC, the existing garage has sufficient depth to accommodate a typical vehicle
and not generate a demand for on-street parking.
2. The proposed two-story addition would maintain all required setbacks and will
provide adequate protection for light, air, and privacy. The addition will not preclude
access to the residence and will be consistent in scale with other two-story
residences in the neighborhood.
3. PC 3 allows for a maximum lot coverage of 60%, which in this case is 3,367 square
feet. The proposed lot coverage after the addition is 3,043 square feet or only 48%
of the lot area.
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08-10-18
4. The proposed addition maintains more than the minimum 3-foot side yard for fire
access in accordance with Section 20.30.110(A)(1)(c) (Setbacks Regulations and
Exceptions) of the NBMC.
5. Fact 6 in support of Finding A hereby incorporated by reference.
6. The approval of this Modification Permit is conditioned such that the applicant is
required to obtain all necessary permits in accordance with the Building Code and
other applicable Codes. The Building Division has reviewed the proposed project
and added conditions of approval for demonstration of project compliance with
Building Codes.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves PA2024-0187,
subject to the conditions set forth in Exhibit A, which is attached hereto and incorporated
by reference.
2. This action shall become final and effective 14 days following the date this Resolution
was adopted unless within such time an appeal or call for review is filed with the
Community Development Director in accordance with the provisions of Title 20
(Planning and Zoning,) of the NBMC.
PASSED, APPROVED, AND ADOPTED THIS 12TH DAY OF DECEMBER 2024.
_____________________________________
Benjamin M. Zdeba, AICP, Zoning Administrator
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EXHIBIT “A”
CONDITIONS OF APPROVAL
(Project-specific conditions are in italics)
PLANNING
1. The development shall be in substantial conformance with the approved site plan, floor
plans and building elevations stamped and dated with the date of this approval. (Except as
modified by applicable conditions of approval.)
2. Each parking space within the garage shall be permanently available and maintained
for parking purposes. The interior clear dimensions (20 feet, 10 inches wide by 19 feet,
9 inches deep) shall be kept clear of obstructions including cabinets, shelving, or similar
objects that may impact the ability to adequately park two vehicles, except as provided
in Section 20.40.090(A)(4) (Parking Standards for Residential Uses) of the NBMC.
3. The Project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
4. The Applicant shall comply with all federal, state, and local laws. Material violation of
any of those laws in connection with the use may be cause for revocation of this
Modification Permit.
5. Demolition beyond the approved scope of work requires Planning Division approval prior
to commencement of work. Approval of revisions to project plans are not guaranteed and
may require the garage to be redeveloped in conformance with the current NBMC
development standards.
6. A copy of the Resolution, including conditions of approval Exhibit “A” shall be
incorporated into the Building Division and field sets of plans prior to issuance of the
building permits.
7. Should the Property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, Property owner or the leasing agent.
8. This approval shall expire and become void unless exercised within 24 months from the
actual date of review by authority approval, except where an extension of time is approved
in compliance with the provisions of Title 20 (Planning and Zoning) of the NBMC.
9. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless
the City, its City Council, its boards and commissions, officials, officers, employees, and
agents from and against any and all claims, demands, obligations, damages, actions,
causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses
(including without limitation, attorney’s fees, disbursements and court costs) of every kind
and nature whatsoever which may arise from or in any manner relate (directly or indirectly)
to City’s approval of the Tang Residence including, but not limited to, the Modification
Permit filed as PA2024-0187. This indemnification shall include, but not be limited to,
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Zoning Administrator Resolution No. ZA2024-###
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08-10-18
damages awarded against the City, if any, costs of suit, attorneys' fees, and other
expenses incurred in connection with such claim, action, causes of action, suit or
proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such
proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees,
and damages which City incurs in enforcing the indemnification provisions set forth in this
condition. The applicant shall pay to the City upon demand any amount owed to the City
pursuant to the indemnification requirements prescribed in this condition.
Building Division Conditions
10. Prior to permit issuance, plans shall be updated to provide an emergency escape and
rescue opening in the master bedroom sufficient to satisfy applicable California Building
Code requirements.
Fire Department Conditions
11. Prior to permit issuance, plans shall be updated to show a residential fire sprinkler system
throughout the residence and garage sufficient to satisfy applicable California Fire Code
requirements.
Public Works Department Conditions
12. Prior to permit issuance, plans shall be updated to demonstrate compliance with the
following:
a) The installation a new sewer cleanout on the existing sewer lateral pursuant to City
Standard 406. The sewer clean out shall be installed within the sidewalk area in the
public right of way;
b) The reconstruction of the damaged driveway pursuant to City Standard 162; and
c) The removal of the existing basketball hoop structure from the public right of way.
12
Attachment No. ZA 2
Vicinity Map
13
VICINITY MAP
Modification Permit (PA2024-0187)
1935 Port Cardiff Place
Subject Property
Subject Property
14
Attachment No. ZA 3
Project Plans
15
1ST FLOOR
(E) BUILDING
TOTAL LOT AREA : 6,367 SQ.FT
MAX. SITE COVERAGE: 3,820 SQ.FT (60% OF LOT AREA)
(E) 2-CAR GARAGE
(N) ADDITION
2ND FLOOR TOTAL
476.00
230.00 910.11 1,140.11
2,508.001,782.00 726.00
COVER AREA
TOTAL AREA
TOTALLOT COVER AREA
3,043.00
(LOT COVERAGE : 47.79 %)
555.00(PORCH, BALCONY,EAVE)
-476.00
555.00
3,043.00 1,951.11 4,679.11
[ TOTAL 1ST FLOOR AREA + EAVE + GARAGE]
-
ZONING :
PROJECT ADDRESS :
PARCEL NUMBER :
1935 PORT CARDIFF PLACE,
SCOPE OF WORK :
OWNER :
TYPE OF CONSTRUCTION :
LOT AREA :
TYPE - VB
PROJECT INFORMATION
NUMBER OF STORY :2-STORY
APPLICABLE STATE CODES
SHEET INDEX
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
CS-101 COVER PAGE
CS-102 RENDERINGSP-101 SITE PLAN
A-100 EXISTING FLOOR PLAN
A-101 PROPOSED 1ST FLOOR PLAN
A-101.1 PROPOSED 2ND FLOOR PLAN
A-101.2 WINDOW SCHEDULE & NOTEA-301 EXISTING ELEVATION-1
A-302 EXISTING ELEVATION-2
A-303 PROPOSED ELEVATION-1A-304 PROPOSED ELEVATION-2
AD-401 TYP. DETAIL
AD-402 FIREPLACE SPECIFICATION
ARCHITECTURAL
VICINITY MAP CITY APPROVAL STAMP
9630 ALONDRA BLVD. STE ABELLFLOWER, CA 90706
DESIGN STUDIO META
213.232.1604
DANIEL LEE
Info@dsmeta.com
PHONE
ADDRESS
CONTACT
FAX
E-MAIL:
213.568.7777 PHONE
ADDRESS
CONTACT
FAX
E-MAIL:
STRUCTURAL ENGINEER
PROJECT DIRECTORY
CS-101
COVER PAGE
JOHN TANG
NEWPORT BEACH, CA 92660
45809208
PC-3 AREA3
6,367 SQ.FT
(E) BUILDING :2,508 SQ.FT
HWANG STRUCTURAL ENGINEERS INC.
3501 OCEAN VIEW BLVD.GLENDALE, CA 91208
JUNO HWANG
juno@hwangse.com
213.268.0935
TANG'S RESIDENCE
1935 PORT CARDIFF PLACE, NEWPORT BEACH, CA 92660
AREA ANALYSIS
N
JOB SITE
DRAWING NO.
SCALE:
19
3
5
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DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
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01 1ST BLDG SUBMIT 09/06/2023
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02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
MECHANICAL & PLUMBING ENGINEER
PHONE:
ADDRESS:
CONTACT:
JT ENGINEERING. INC
13405 ARTESIA BLVD. #201-JCERRITOS, CA 90703
213-389-7886
SUNNY XU
sunny@jtengineer.comE-MAIL:
OCCUPANCY GROUP : R3/U
FIRE SPRINKLER :YES (UNDER SEPARATE PERMIT)
STORM WATER-BEST MANAGEMENT PRACTICES
1. AN WET WEATHER EROSION CONTROL PLAN (WWECP) UTILIZING SEDIMENT
AND EROSION CONTROL BMWS, FOR PROJECTS THAT WILL LEAVE DISTURB
SOIL DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15) IS REQUIRED.
THE WWECP MUST BE PREPARED, FOR PROJECTS THAT HAVE ALREADY
BROKEN THE VEST MANAGEMENT PRACTICES (BMP) IDENTIFIED ON
GROUND, NOT LESS THAN 30 DAYS PRIOR TO THE BEGINNING OF EACH
RAINY SEASON DURING THE WHICH SOIL WILL BE DISTURBED, AND
IMPLEMENTED THROUGHOUT THE ENTIRE RAINY SEASON. A COPY OF THE
WWECP SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES BEGINNING 30
DAYS PRIOR TO THE START OF THE RAINY SEASON THROUGH THE END OF
THE RAINY SEASON. FOR PROJECTS THAT WILL BEGIN CONSTRUCTION
DURING THE RAINY SEASON, THE WWECP MUST BE AVAILABLE 30 DAYS
BEFORE CONSTRUCTION COMMENCES. THE WWECP MUST BE SUBMITTED
TO THE BUREAU OF ENGINEERING, PUBLIC WORKS FOR REVIEW AND
APPROVAL. THE WWECP IS NOT A REQUIREMENT FOR THE ISSUANCE OF
BUILDING OR GRADING PERMIT.
a. CONSTRUCTION PROJECTS-SMALL CONSTRUCTION SITES WITH LESS
THAN TWO ACRES OF DISTURBED SOIL AND NOT LOCATED IN
DESIGNATED HILLSIDE AREAS NOR IN OR ADJACENT TO AN
ENVIRONMENTAL SENSITIVE AREAS SHALL IMPLEMENT THE BEST
MANAGEMENT "A" ENTITLED "MINIMUM REQUIREMENTS FOR
CONSTRUCTION PROJECTS/ CERTIFICATION STATEMENT". IN ADDITION.
IN ACCORDANCE WITH THE FOLLOWING REQUIREMENT OF EXCEPTION 14,SECTION 106.4.1.
2. PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO STREET.
3. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION
REPORT MAY BE REQUIRED.
4. A GRADING BOND IS REQUIRED TO BE POSTED FOR PROJECTS INVOLVING
OVER 250 CUBIC YARDS OF SOIL IN "HILLSIDE GRADING AREAS".
5. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE
RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE
CONTAINING THE FUEL GAS PIPING." (PER ORDINANCE 170,158) (INCLUDES
COMMERCIAL ADDITIONS AND TI WORK OVER 10,000.) SEPARATE PLUMBING
PERMIT IS REQUIRED.
6. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTGEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION
FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE
HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
7. PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.
EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW
WATER CONSUMPTION.
8. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND
APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER
ENCLOSURE.(1115B.2 AND 2406.3(5)
1. THESE DRAWINGS ARE PROVIDED BY THE DESIGN TEAM TO THE OWNER WHO
WILL BE WORKING CLOSELY WITH A BUILDER AND ARE LIMITED IN SCOPE.
2. THE OWNER AND BUILDER ARE RESPONSIBLE FOR ALL PORTIONS OF THE
DESIGN SPECIFICALLY NOT CALLED FOR IN THESE DRAWINGS AND FOR
OBSERVATION AND ADMINISTRATION OF THE CONSTRUCTION CONTRACT.
3. THE OWNER AND BUILDER ARE RESPONSIBLE FOR ANY COORDINATION AND OR
MODIFICATIONS NECESSARY TO MEET ANY OF THE REQUIRED GOVERNMENT
AGENCIES HAVING ANY JURISDICTION OVER ANY PORTION OF THIS PROJECT.
4. THE WORK OF AY DESIGN PROFESSIONALS AND OR SUBCONTRACTORS WHICH
ARE OR SHOULD BE INVOLVED IN THIS PROJECT SHALL FOLLOW GOOD
CONSTRUCTION PRACTICES.
5. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF ALL WORK
WITH ALL TRADES INVOLVED.
6. THESE DRAWINGS REPRESENT FIELD MEASUREMENTS AND DO NOT FULLY
REFLECT EXISTING CONDITIONS, GENERAL CONTRACTOR SHALL VERIFY ALL
ELEVATIONS, DIMENSIONS, AND LOCATIONS OF EXISTING FEATURES BEFORE
STARTING WORK OF ORDERING MATERIALS, NOTIFY DESIGN TEAM OF ANY
DISCREPANCIES.
7. DRAWINGS INDICATE INTENDED AND INFERRED SCOPE OF WORK CONTRACTOR
SHALL PROVIDE ALL NECESSARY ROUGH PLUMBING, WIRING, CARPENTRY, ETC.
INCLUDING MODIFICATION OF EXISTING CONDITIONS TO COMPLETE THE
ENTIRE SCOPE OF WORK.
8. CONTRACTOR SHALL COMPLETE WORK IN ACCORDANCE WITH INDUSTRY AND
MANUFACTURES WRITTEN REQUIREMENTS. FINISH WORK TO BE COMPLETED IN
A PROFESSIONAL QUALITY MANNER.
9. DRAWINGS, SECTIONS, AND DETAILS REPRESENT TYPICAL CONDITIONS, THE
CONTRACTOR IS TO REVIEW WITH THE DESIGN TEAM OF NON TYPICAL
CONDITIONS THAT REQUIRE A MODIFICATION TO THE DESIGN.
10. REFERENCES TO SPECIFIC MANUFACTURES PRODUCTS ON THE DRAWING
ESTABLISH A STANDARD OF QUALITY, PRODUCTS THAT ARE APPROVED AS
EQUAL BY THE DESIGN TEAM ARE ACCEPTABLE.
11. REFERENCES TO SPECIFIC MANUFACTURES PRODUCTS ON THE DRAWINGS
ESTABLISH A STANDARD OF QUALITY, PRODUCTS THAT ARE APPROVED AS
EQUAL BY THE DESIGN TEAM ARE ACCEPTABLE.
12. CONTRACTOR SHALL SUBMIT TO OWNER AND DESIGN TEAM SAMPLES OF ALL
FINISH MATERIALS FOR APPROVAL OF COLOR, STYLE, AND TEXTURE, PRIOR TO
FABRICATION AND OR INSTALLATION.
13. CONTRACTOR SHALL REMOVE FROM SITE AND DISCARD ALL CONSTRUCTION
DEBRIS AT APPROVED DISPOSAL SITE.
14. NO SMOKING IS TO BE ALLOWED ON THE CONSTRUCTION SITE AT ANY TIME.
15. CONTRACTOR SHALL LIMIT USE OF PROMISED TO THE WORK INDICATED OR
INFERRED.
16. CONTRACTOR SHALL ENSURE SAFE PASSAGE OF PERSONS AROUND AREA OF
CONSTRUCTION. PROVIDED TEMPORARY BARRICADES TO PROTECT THE
GENERAL PUBLIC FROM INJURY DUE TO CONSTRUCTION WORK.
17. INTERIOR FINISHES IN EXIT ACCESS AREAS TO BE CLASS A, CLASS B IN
OTHERS. CONTRACTOR TO VERIFY ALL EXITS MEET CURRENT BUILDING AND
SAFETY CODES.
18. INSULATION SHALL HAVE A SMOKE DEVELOPED RATING OF 450
MAX.CONCEALED INHALATION SHALL HAVE A FLAME SPREAD RATING OF 75
MAX., AND EXPOSED INSULATION SHALL HAVE A FLAME SPREAD RATING OF
25MAX.
19. CONTRACTOR RESPONSIBLE AND SHALL MAINTAIN EXISTING AND NEW
STRUCTURES WATER TIGHT INTEGRITY TROUGH USE OF TARPS AND OR
PERMANENT MODIFICATIONS DURING CONSTRUCTION.
20. CONTRACTOR TO PARK IN DESIGNATED AREA ONLY.
21. DUMPSTER LOCATION TO BE DETERMINED BY PROJECT TEAM.
22. ALL CONSTRUCTION ACTIVITIES OR MOVEMENT TO OCCUR ON OR LIMITED TO
OWNERS PROPERTY.
23. THESE DRAWINGS CAN NOT STAND ALONE AS CONSTRUCTION DOCUMENTS.
24. DOOR OPENING ARE TO BE SET 6" AWAY FROM INTERSECTING WALLS UNLESS
OTHERWISE SPECIFIED.
25. SEE STRUCTURAL ENGINEERING DRAWINGS FOR STRUCTURAL CONNECTION
TECHNIQUES, CALCULATIONS REQUIRED BY CODE COMPLIANCE INSTRUCTIONS
FOR WALL AND ROOF CONSTRUCTION AND THE TIE DOWN REQUIREMENTS.
26. SEPARATE MECHANICAL ELECTRICAL AND PLUMBING ENGINEERING
DOCUMENTS MAY BE PROVIDED WHICH INDICATE REQUIRED SERVICE AND
RISER DIAGRAMS CALCULATIONS AND INSTALLATION SPECIFICATIONS BEYOND
THE DESIGN TEAMS BASIC LAYOUT AND SELECTIONS SUGGESTED.
27. SEPARATE CIVIL ENGINEERING DOCUMENTS MAY BE PROVIDED WHICH
INDICATE ADDITIONAL SITE PLANNING DRAINAGE AND OTHER RELATED SITE
WORK REQUIREMENTS.
28. SELECTIONS NOT INCLUDED IN THESE DOCUMENTS WILL BE COORDINATED BY
THE OWNERS REPRESENTATIVE.
GENERAL NOTES 29. BY APPLYING FOR A BUILDING PERMIT AND OR CONSTRUCTING THE PROJECT
REPRESENTED HEREIN THE OWNER AGREES TO LIMIT THE LIABILITY OF THE
DESIGN TEAM TO THE OWNER OF THE PROJECT FOR ALL CLAIMS LOSSES
DAMAGES OR AMY NATURE WHATSOEVER OR CLAIMS OF EXPENSES FOR ANY
SUCH ITEMS TO THE DESIGN TEAMS TOTAL COMPENSATION FOR SERVICES
RENDERED HEREIN.
30. FOR DIMENSIONS NOT SHOWN OR IN QUESTION THE CONTRACTOR MUST
REQUEST IN WRITING THE CLARIFICATION FROM THE DESIGN TEAM BEFORE
PROCEEDING.
31. CONTRACTOR WILL VERITY ALL EXISTING CONDITIONS IN THE FIELD ANY
DISCREPANCIES WILL BE BROUGHT TO THE ATTENTION OF THE DESIGN TEAM.
32. INFORMATION CONTAINED ON THESE DRAWINGS IS PROVIDED FOR THE
CONVENIENCE OF THE GENERAL CONTRACTOR IN EXECUTING THE WORK
EVERY ATTEMPT HAS BEEN MADE TO PROVIDE A COMPLETE AND ACCURATE
REPRESENTATION OF SUCH CONDITIONS.
33. WHEN THE DESIGN TEAMS DRAWINGS ARE IN CONFLICT WITH THE
ENGINEERING AND CONSULTANTS DRAWINGS THE GENERAL CONTRACTOR
MUST REQUEST IN WRITING CLARIFICATION FROM THE DESIGN TEAM BEFORE
PROCEEDING WITH ANY CONSTRICTION.
1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE
ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA
IMMEDIATELY OUTSIDE OF THE DOOR WITHOUT OPENING THE DOOR. SUCH
VIEW MAY BE PROVIDED BY A DOOR VIEWER, THOUGH WINDOWS LOCATED
IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR
ADJOINING WALL.
2. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MIN. W/SOLID CORE
CONSTRUCTION. 91.6709.1- DOOR STOPS OF IN-SWINGING DOORS SHALL BE
OF ONE-PIECE CONSTRUCTION W/THE JAMB OR JOINED BY RABBET TO THE
JAMB.
3. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE
NON-REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL
JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES
AND HOLDING DEVICE PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION
SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS
NO LESS THAN 2/12" LONG.
4. PROVIDE DEAD BOLTS WITH HARDENED INSERTS: DEADLOCKING LATCH
WITH KEY-OPERATED LOCKS ON EXTERIOR. LOCKS MUST BE OPERABLE
FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT
(LATCH NOT REQUIRED IN B,F, AND S OCCUPANCIES.)
5. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN
EMBODIMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR AN
EXPANDING-RUG DEADBEAT SHALL HAVE A MIN. THROW OF 3/4".
6. THE USE OF A LOCKING SYSTEM WHICH CONSISTS OF A DEADLOCKING
LATCH OPERATED BY A DOORKNOB AND DEADBOLT OPERATED BY A
NON-REMOVABLE THUMB THRN WHICH IS INDEPENDENT OF THE
DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL
NOT BE CONSIDERED AS A SYSTEM WHICH REQUIRES SPECIAL
KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOOR KNOB
AND THE THUMB TURN WHICH OPERATES THE DEADBOLT SHALL NOT BE
SEPARATED BY MORE THAN 8".
7. SLIDING DOOR SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL
OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE
MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.
8. SLIDING GLASS DOORS SHALL BE EQUIPPED WITH LOCKING DEVICES AND
SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT
AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC. 6717.1
WINDOWS:
1. SLIDING WINDOW SHALL BE PROVIDED WITH A DEVICE IN THE SCUPPER
CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF
THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION.
2. SLIDING WINDOWS SHALL BE EQUIPPED WITH LOCKING DEVICESAND SHALL
BE SO CONSTRUCTED AND INSTALLED THAT THEY REMAIN INTACT AND
ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC. 6717.2
SECURITY REQUIREMENTS
SITE PLAN NOTES
DEFERRED SUBMITTAL : SOUND ATTENUATION DESIGN FOR HVAC, FIRE SPRINKLER, ENCROACHMENT PERMIT
* DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT ORENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBNITTAL FOR PLAN CHECKOR APPROVAL BY THE CITY.
, PUBLIC WORK
* OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING
1) 2-STORY SFD. ADDITION OF 1,140.11 SF2) PARTIAL INTERIOR REMODELING OF 2,250 SF
* NO LANDSCAPE WOKRS
16
CS-102
RENDERING
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
1 EXISTING EXTERIOR 2 PROPOSED EXTERIOR
FRONT VIEW
REAR VIEWREAR VIEW
FRONT VIEW
17
(E) POOL
UP
(E) 2 CAR GARAGE
(E)FIRE PLACE
(E) 2 STORY HOUSE
(E) B.B.Q STATION
(E) FIRE PLACE
(E) STORAGE
(E) 2-STEP STAIR
5'-9"(E)SETBACK
(E) DRIVE WAY
(E) LAWN (E) LAWN
(E) LAWN
DN
(E) LAWN
(E) LANDSCAPE
(E) CONC. PAVING
(E) CONC.PAVING
(E
)
S
L
O
P
E
2%
M
I
N
2,508 SQ.FT
PL 65'-0"
PL
9
8
'
-
0
"
PL 65'-0"
PL
9
8
'
-
0
"
476 SQ.FT
V.I.F
9'-8"(E)SETBACK
V.I.F
20
'
-
4
"
(
E
)
S
E
T
B
A
C
K
34
'
-
1
0
"
(
E
)
S
E
T
B
A
C
K
V.I
.
F
V.
I
.
F
(E) DRIVE WAY APPROACH
(E) STORAGE
49'-7"
45
'
-
0
"
22'-8"
13
'
-
5
"
27'-1"
28
'
-
0
"
PORT CARDIFF PL.
15'-9"
21'-0"
2'-3"
12"x18" WATER METER
16'-3"
Ø4" TRUNK TREE
PROTECT IN PLACE
PROTECT IN PLACE
6"
5'-
4
"
4'-
0
"
6" CF 9'-2"
(E) SIDEWALK
9'-1
0
"
2'-8"2'-8"
2'-
0
"
(E) TRASHAREA
(E) POOLEQUIPMENT
(E) A/C
(E
)
S
L
O
P
E
2%
M
I
N
(E) POOL
(E) 2 CAR GARAGE
(E) 2 STORY HOUSE
(E) B.B.Q STATION
(E) FIRE PLACE
(E) STORAGE
(E
)
S
L
O
P
E
2%
M
I
N
5'-9"
(E)SETBACK 9'-8"(E)SETBACK
(E) DRIVE WAY
(E) LAWN (E) LAWN
(E) LAWN
DN
(E) LAWN
(E
)
S
L
O
P
E
2%
M
I
N
20
'
-
4
"
(
E
)
S
E
T
B
A
C
K
476 SQ.FT
UP
(N) PORCH
(N) 2STORY ADDITION
1,140.11 SQ.FT
PL 65'-0"
PL
9
8
'
-
0
"
PL 65'-0"
PL
9
8
'
-
0
"
34
'
-
1
0
"
(
E
)
S
E
T
B
A
C
K
V.I
.
F
V.I.F V.I.F
V.I
.
F
UP
(N) DECK
PORT CARDIFF PL.
(N) DRIVE WAY APPROACH
(E
)
S
L
O
P
E
2%
M
I
N
49'-7"
45
'
-
4
"
22'-7"
40
'
-
7
"
7'-
3
"
27'-1"
15'-9"
2'-3"
16'-3"
29'-0"
INSTALL A NEW SEWER CLEAN OUT ON THE EXISTING SEWER LATERAL PER CITY STANDARD 406
21'-8"9'-7"3'-0"3'-0"
REPLACE THE EXISTING DAMAGED DRIVEWAY PER CITY STANDARD 162
12"x18" WATER METER
Ø4" TRUNK TREE
PROTECT IN PLACE
PROTECT IN PLACE (E) SIDEWALK
EAVE LINE
EAVE LINE
1'-9"
1'-9"
1'-
9
"
9"
6"
1'-
0
"
6'-
3
"
REMOVE BASKETBALL HOOPFROM RIGHT-OF-WAY
(E) 6'H WOODFENCE
V.I.F
6"
5'-
4
"
4'-
0
"
6" CF
9'-
1
0
"
2'-0
"
32
'
-
6
"
PR
O
J
E
C
T
I
O
N
D
I
M
(E) TRASHAREA
(E) POOL
EQUIPMENT
(N) A/C
(N) A/C
EAVE LINE
EAVE LINE
EAVELINE
EAVE LINE
UNDER SEPARATE PERMIT
(E
)
S
L
O
P
E
2%
M
I
N
SP-1011PROPOSED SITE PLAN
SITE PLAN
2 EXISTING SITE PLAN
N DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
N
SCALE : 3/16" = 1'-0"SCALE : 3/16" = 1'-0"
18
(E) WALL
(E) DEMO
(N) WALL
(N) PONY WALL
UP
DN
FIX W
I
N
REF.
FIX WIN
F/P
D/W
BENCH
BEN
C
H
S/T
(E) KITCHEN
(E) LIVING ROOM
(E) 2 CAR GARAGE
(E) DINNING ROOM (E) FAMILY ROOM
A
1 2 3 4 5
B
C
D
E
$
(E) BATH
W/H
A/C
TERRACE
CLOSET
CLOSET
DN
CLOSET CLOSET
CLOSET
(E) MASTER BATHROOM(E) MASTER BEDROOM
(E) BATHROOM
(E) BEDROOM
(E) BEDROOM
(E) BEDROOM
UP
A
1 2 3 4 5
B
C
D
E
$
TUB
(E) WALL
(E) DEMO
(N) WALL
(N) PONY WALL
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
A-1002EXISTING 2ND FLOOR PLAN1EXISTING 1ST FLOOR PLAN
EXISTINGFLOOR PLAN
SCALE : 1/4"=1'-0"SCALE : 1/4"=1'-0"
N N
19
5'-9
"
(E
)
S
E
T
B
A
C
K
9'-
8
"
(E
)
S
E
T
B
A
C
K
(E) DRIVE WAY
(E) LAWN
20'-4" (E) SETBACK
PL
6
5
'
-
0
"
PL 98'-0"
PL
6
5
'
-
0
"
PL 98'-0"
34'-10" (E) SETBACK
V.I.F
V.I
.
F
V.I.
F
V.I.F
UP
PO
R
T
C
A
R
D
I
F
F
P
L
.
(N) A/C
LIN
E
A
B
O
V
E
(N) FIREPLACE
UP
DN
REF.
D/W
W/H
BIM
1
7
X
8
S/T
(E) KITCHEN
(N) LIVING ROOM
(E) GARAGE
(E) FAMILY ROOM
SHOWER
(N) BEDROOM 3
(N)MUD CABINET
(N)ISLAND
CLOSET(N)PANTRY
LIN
E
A
B
O
V
E
(E) POWDERROOM
W/H
DN
WOOD DECK
(N) SLOPE2% MIN
24"x24" UNDER FLOORSPACES ACCESS
24x30 CLR
(N) BATHROOM 3
- ESR: 1667
(N) COMPOSITE
45'-1"
18'-0"5'-4"19'-9"
49'
-
3
"
21
'
-
8
"
20
'
-
9
3
/
4
"
40'-7"
12'-6"
49'
-
3
"
16
'
-
7
"
21
'
-
2
"
5'-4"
3'-6"
3'-
5
"
15'-9"
4'-10"
8'-9
"
3'-
1
0
"
5'-
9
"
5'-0"
10
'
-
0
"
7'-3"
5'-0"
5'-6"
$
$
$
D3
D2D2
W04W02W03W01W01
D1
7 3/4"6"7 1/2"
W14
D5
D6
W13
W13
W13W13D3
7 1/2"D7
D9
D2
D2
3'-
0
"
D10
1'-
0
"
1'-
0
"
2'-
0
"
5'-5"
19'-9"
20
'
-
1
0
"
21
'
-
8
"
18'-4"
1 1/4"36x
3
6
2'-10"
3'-
8
1
/
4
"
$'
1'-3"
2'-9"
MAX7 3/4"
MAX
A
1
2
3
4
5
BCDE
(N) SLOPE2% MIN
(E) WALL
(E) DEMO
(N) WALL
(N) PONY WALL
A-1011PROPOSED 1ST FLOOR PLAN
PROPOSED1ST FLOOR
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
N
SCALE : 1/4" = 1'-0"
2
AD4018,11
AD40110
AD4013
AD40110
AD40113
2
20
D
W
(N) BALCONY
DN
(E) MASTER
(E) MASTER
(E) BEDROOM 1
(N) DEN
UP
(N) HOME OFFICE
(N)W.I.C
OPEN TO BELOW
(N
)
H
A
L
L
W
A
Y
UP
BENCH
(N) SHOWER
(N) HALLWAY
(N) SHOWER
DATA
ELEC.
LINEN
LINEN
CLOSET (E) BEDROOM 2
SHOWER
(N) BATH
(N)CLOSET
(N) CLOSET
(N) MURPHY
TUB
(N) SLOPE2% MIN
PANEL
(N) HOMEOFFICEBATH
24x30 CLR
ROOM 2
24x30 CLR
(N) BATHROOM 1
24x
3
0
C
L
R
BATHROOM
BEDROOM
BED
49
'
-
3
"
7'-3
"
21
'
-
9
"
22
'
-
2
"
11
'
-
2
"
10
'
-
0
"
42'-3"
13'-0"8'-6"14'-0 1/4"
11'-9"
10
'
-
0
"
8'-9
"
6'-0"
13'
-
7
"
24'-1"
11'-8"
16'-0"
40'-1"
2'-4"
$
$
W03W05W05
W06
W08
D8
D5
D3
W9
W12
(N)GUARDRAIL
3'-0
1
/
4
"
2'-10"
1'-0"
W07
$
5'-0"
5'-0"
W04
D2
D2
10
'
-
0
"
D2
5'-4"4'-3"
7'-6
"
7'-5"4'-9"8'-4"
W10
D2
D2
W9
W13
3'-
0
"
3'-0"
2'-1
0
"
STUCCO ON THE UNDERSIDEWITH SPRINKLERSCLASS 'A' DECKING MATERIAL
D2
6'-
6
"
ESR 1757
W12
W07
W07
A
1
2
3
4
5
BCDE
5'-9
"
(E
)
S
E
T
B
A
C
K
9'-
8
"
(E
)
S
E
T
B
A
C
K
(E) DRIVE WAY
(E) LAWN
19'-7"
PL
6
5
'
-
0
"
PL 98'-0"
PL
6
5
'
-
0
"
PL 98'-0"
37'-6"
V.I
.
F
V.I.
F
UP
PO
R
T
C
A
R
D
I
F
F
P
L
.
32'-10"PROJECTION DIM
(N) A/C
PROJECTION DIM
PROJECTION DIM
(E) WALL
(E) DEMO
(N) WALL
(N) PONY WALL
A-101.11PROPOSED 2ND FLOOR PLAN
PROPOSED2ND FLOOR PLAN
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
N
SCALE : 1/4" = 1'-0"
2
AD4019
AD40112
2
21
D1
DOOR SCHEDULE
SYM.SIZE (W X H)TYPE MATERIAL LOCATION / REMARK
F.L.
1 2
3'-0" X 6'-8"(N) ENTANCE DOOR / TEMP. GLASS
QTY.
1
D2 22'-7" X 6'-8"9
D3 32'-8" X 6'-8"(N) BEDROOM,GARAGE/ TEMP. GLASS3
D4 2 (N) BATH ROOMS & CLOSETS4
WOOD
W
1
2'-6" X 6'-8"
TYPES
3
W
D5 7'-9" X 7'-8"(E) KITHCHEN, MASTER BEDROOM/TEMP. GLASS2
D6 65'-0" X 6'-8"1
D7 2 1 3/8" SOLID CORE WOOD2'-6" X 6'-8"(E) GARAGE / FIRE RATED 20MIN / SELF-CLOSING / SELF-LATCHING1
D8 2 (E) MASTER BEDROOM / TEMP. GLASS1
4
2'-7" X 6'-8"
4
W
H
(E) FAMILY ROOM /TEMP. GLASS
WOOD / GLASS
ALUM. / GLASS
WOOD / GLASS
WOOD / GLASS
WOOD / GLASS
WOOD / GLASS
H H
W
H
5
D9 5 (N) PANTRY12'-5" X 6'-8"WOOD
D10 6 (N) LIVING ROOM17'-0" X 6'-8"WOOD / GLASS
(N) BEDROOMS & CLOSETS
6
W
H
3'-0"
6'-8
"
SYM.SIZE (W X H)TYPE FRAME GLAZING
A
F.L.
W
H
44"
M
A
X
.
SLIDING
B
W
C
C VINYL2'-0" X 4'-0" SLIDING
A5'-0" X 4'-0" VINYL
W
60"
FIX
FIX FIX
WINDOW SCHEDULE
TYPES
W01
W02
W03
W05
FIX
D
W
H FIX
4'-
9
"
E
SYM.SIZE (W X H)TYPE FRAME
D VINYL2'-0" X 4'-0"
GLAZING COLOR
FIX
C VINYL3'-0" X 4'-0"W06
W07
W08
W09
FIXD3'-0" X 5'-8" VINYL
B2'-0" X 1'-4"VINYL SLIDING
SLIDING
E1'-11" X 1'-11"VINYL FIX
W10
W11
W12
W13
W14
FIX
F
44"
M
A
X
.
W
3'-6
"
F7'-0" X 3'-6" VINYL FIX/SLIDING
44"
M
A
X
.
44"
M
A
X
.
A5'-0" X 4'-0" VINYL SLIDING
REMARK REMARK
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
NEW
NEW
NEW
NEW
NEW
NEW
REPLACING
3'-0" X 3'-6"B VINYL SLIDING
7'-6" X 4'-0"B VINYL SLIDING
3'-0" X 7'-0"G VINYL FIX / SWING
COLOR
BLACK
BLACK
BLACK
BLACK
BLACK
BLACK
REPLACING
REPLACING
NEW
REPLACING
W04
2'-0" X 4'-10"D VINYL FIX NEWBLACK
QY
2
QY
1
1
2
2
2
1
3
2
2
44"
M
A
X
.
G
FIX
2
REPLACING 4
1
BLACKF7'-9" X 3'-6"VINYL FIX/SLIDING REPLACING 1
1'-10"
3'-2
"5.8 SF.
1'-10"
* ALL WINDOW &DOOR GLAZING SHALL HAVE U FACTOR 0.32, SHGC FACTOR 0.25.* GLAZING IN HAZARDOUS LOCATIONS AS DEFINED IN CBC SECTION 2406.4 SHALL BE TEMPEREDGLASS, INCLUDING: SEE NOTE BELOW " GLAZING IN HAZARDOUS LOCATIONS" - SWINGING AND SLIDING DOORS. - SHOWER AND TUB ENCLOSURES, INCLUDING EXTERIOR WINDOW GLAZING. - GLAZING WITHIN 24" OF DOORS AND WITHIN 60" OF WALKING SURFACE.* GLAZING IN HAZARDOUS LOCATIONS a. INGRESS AND EGRESS DOORS b. PANERLS IN SLIDING OR SWINGING DOORS c. DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS (ALSO GLAZING IN WALL ENCLOSINGTHESE COMPERTMENTS WITHIN 5' OF STANDING SURFACE) d. IF WIHIN 2' OF VERTICAL EDGE OF CLOSED DOOR AND LESS THAN 5' OF WALKING SURFACE e. IN WALL ENCLOSING STAIRWAY LANDING f. GUARDS AND HANDRAILS. g. FENESTRATION MUST HAVE TEMPORARY AND PERMANENT LABELS
1. GLAZING NOTE
( SEE NOTE BELOW PER CBC SECTION 310.4 , 310.5 )ESCAPE OR RESCUE WINDOWS SHALL HAVE A MINIMUM NET CLEAR OPENABLE AREA OF 5.7 SQ.FTTHE MINIMUM NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24". THE MINIMUM NET CLEAROPENABLE WIDTH DIMENSION SHALL BE 20". WHEN WINDOWS ARE PROVIDED AS A MEANS OFESCAPE OR RESCUE, THEY SHALL HAVE A FINISHED SILL HEIGHT NOT MORE THAN 44" ABOVE THEFLOOR.
2. EMERGENCY ESCAPE WINDOW NOTE
3. NOTE
- IF DOORBELL PROVIDED, DOORBELL BUTTONS SHALL NOT BE INSTALLED MORE THAN 48" ABOVEEXTERIOR FLOOR OR LANDING. (CRC R327.1.4)- FOR NEW AND RECONSTRUCTED STRUCTURES PROVIDED CLASS B FIRE CLASSIFICATION- IN BATHROOMS, GARAGES, LAUNDRY ROOMS, UTILITY ROOMS AND WALK-IN CLOSETS AT LEASTONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY AN OCCUPANT OR VACANCYSENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. (CENC SECTION150.0(K).2.E.I)
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
A-101.2
WINDOW SCHEDULENOTE
1 DOOR & WINDOW SCHEDULE
22
1 2 3 4 5
FL -1'-2"(E)1ST LOWER FLOOR
FL +7'-6"(E) 2ND FLOOR
FL +15'-6"(E) TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"(E) GARAGE
PR
O
P
E
R
T
Y
L
I
N
E
5'-9"(E) SETBACK V.I.F PR
O
P
E
R
T
Y
L
I
N
E
9'-8"(E) SETBACK V.I.F
12345
FL -1'-2"
(E)1ST LOWER FLOOR
FL +7'-6"(E) 2ND FLOOR
FL +15'-6"(E) TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"(E) GARAGE
PR
O
P
E
R
T
Y
L
I
N
E
9'-8"(E) SETBACK V.I.F
PR
O
P
E
R
T
Y
L
I
N
E
5'-9"(E) SETBACK V.I.F
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
1 EXISTING ELEVATION-1
A-301
EXISTING ELEVATION-1
SCALE : 1/4"=1'-0"
2 SCALE : 1/4"=1'-0"EXISTING ELEVATION-2
(E) SIDING
(E) STONE VENEER
(E) SIDING
(E) SIDING
(E) STUCCO
23
A B C D E
FL -1'-2"(E)1ST LOWER FLOOR
FL +7'-6"(E) 2ND FLOOR
FL +15'-6"(E) TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"(E) GARAGE
PR
O
P
E
R
T
Y
L
I
N
E
(E) SETBACK V.I.F
PR
O
P
E
R
T
Y
L
I
N
E
34'-0"20'-4"
(E) SETBACK V.I.F
ABCDE
FL -1'-2"(E)1ST LOWER FLOOR
FL +7'-6"(E) 2ND FLOOR
FL +15'-6"(E) TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"(E) GARAGE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
20'-4"(E) SETBACK V.I.F (E) SETBACK V.I.F
34'-10"
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
A-302
EXISTING ELEVATION-2
1 EXISTING ELEVATION-3 SCALE : 1/4"=1'-0"
2 EXISTING ELEVATION-4 SCALE : 1/4"=1'-0"
(E) SIDING (E) STUCCO
(E) STUCCO
(E) SIDING
(E) STONE VENEER
24
1 2 3 4 5
FL -0'-7"ENTRY
FL +0'-0"1ST FLOOR
FL +9'-0"2ND FLOOR
FL +18'-0"TOP CEILING
FL -1'-2"1ST LOWER FLOOR
FL +7'-6"2ND LOWER FLOOR
FL +15'-6" LOWER TOP CEILING
FL +21'-5" ROOF
FL -1'-10"GARAGE
FIX
412
W12 W12
W8W7FIXW7FIXW7FIX
D1D10
22"X5" VENT
1'-9"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
9'-8"
5'-9"
1'-9"
(E) SETBACK V.I.F
(E) SETBACK V.I.F
23
'
-
6
"
FR
O
N
T
R
I
D
G
E
P
E
A
K
(E) GRADE
4'-0"
7'-11"
FL -0'-7"ENTRY
FL +0'-0"1ST FLOOR
FL +9'-0"2ND FLOOR
FL +18'-0"
TOP CEILING
FL -1'-2"
1ST LOWER FLOOR
FL +7'-6"2ND LOWER FLOOR
FL +15'-6" LOWER TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"
GARAGE
12345
D5
W13W13
W13
D5
W14
D3
W6
22"X5" VENT
1'-9"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
1'-9"
23
'
-
0
"
RE
A
R
R
I
D
G
E
P
E
A
K
(E) GRADE
9'-8"(E) SETBACK V.I.F
5'-9"(E) SETBACK V.I.F
UNDER FLOOR VENT CALCULATION
TOTAL UNDER FLOOR AREA : 1,062 SQ.FT
REQUIRED (1/150): 7.08 SQ.FT (1,019.52 SQ.IN)
PROVIDED : 7.64 SQ.FT (1,100 SQ.IN)
(22"X5" VENT) X 10 EA = 1,100 SQ.IN
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
A-303
PROPOSEDELEVATION-1
SCALE : 1/4"=1'-0"1 PROPOSED ELEVATION-1
SCALE : 1/4"=1'-0"2 PROPOSED ELEVATION-2
7
4
3
1
1
3
1
8
ROOF1
FINISH INDEX
NO. ITEM SPECIFICATIONMATERIAL
WALLS2
LIGHTING4
WINDOW5
FLAT CONCRETE TILEMATCH TO EXISTING EAGLEROOFINGMODEL: CAPISTRANOCOLOR: 3581 ARCADIA CANYON BROWNCRRC#: 0918-0043IAPMO : ER-1900FIRE CLASSIFICATION: CLASS A
STUCCO FIN.MATCH TO EXISTING PAREX USA LA HABRA PRODUCTMODEL: Lariat 821L (57)PAINT COLOR: Opulence OC-69 (Benjamin moor)
6
(N) WALL SCONCE LIGHTOLOGYMODEL: Prisma Outdoor Wall LightCOLOR: TEXTURE BRONZE 11"
(N) VINYL WINDOWFRAME
GLASS6 (N) GLAZING MILGARDMODEL: SunCoat® Low-E2 Glass
MILGARDMODEL: V300 Trinsic™ SeriesCOLOR: BLACK CAPSTOCK
PORCHPOST7 (N) PVC SIDING CROWN MOLDINGMODEL: RoyalWrap PVC ColumnsNon-Tapered Double Raised PanelPAINT COLOR: Opulence OC-69 (Benjamin moor)
5
8 GUARDRAIL (N) WROUGHT IRON CUSTOMMATEIAL: WROUGHT IRONPAINT COLOR: Twilight Zone 2127-10(Benjamin moor)
WALLS3 SIDINGMATCH TO EXISTING
KWPMODEL: Eco-side Lap sidingPAINT COLOR: Opulence OC-69 (Benjamin moor)ESR: 3746
9 GARAGEDOOR (N) FIBERGLASS PRECISIONMODEL:Olympus®PAINT COLOR: Twilight Zone 2127-10(Benjamin moor)9
2
65
(E) STUCCO
NEW STUCCOMATCHING TO EXIST
4
(E) SIDING
NEW SIDINGMATCHING TO EXIST
NEW SIDINGMATCHING TO EXIST
7
10 BALCONYDECK (N) WEATHERWEAR Dex-O-TexMODEL:WeatherwearPAINT COLOR: Twilight Zone 2127-10(Benjamin moor)CLASSIFICATION: CLASS AESR: 1757
* PROVIDE CLASS B FIRE CLASSIFICATION FOR NEW AND RECONSTRUCTED STRUCTURES. NBMC 15.05.210
10 1
11 DECK (N) FIBERGLASS TIMBERTECHMODEL:Weathered Oak / COMPOSITECLASSIFICATION: CLASS AESR: 1667
11
1
25
ABCDE
FL -0'-7"
ENTRY
FL +0'-0"1ST FLOOR
FL +9'-0"2ND FLOOR
FL +18'-0"TOP CEILING
FL -1'-2"1ST LOWER FLOOR
FL +7'-6"2ND LOWER FLOOR
FL +15'-6" LOWER TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"GARAGE
W10 W9 W9
W13 W13
D5
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
1'-9"1'-9"
20'-4"(E) SETBACK V.I.F
17'-10"
(E) SETBACK V.I.F34'-10"
A B C D E
412
FIX
FIX FIX
FL -0'-7"ENTRY
FL +0'-0"1ST FLOOR
FL +9'-0"2ND FLOOR
FL +18'-0"
TOP CEILING
FL -1'-2"
1ST LOWER FLOOR
FL +7'-6"2ND LOWER FLOOR
FL +15'-6" LOWER TOP CEILING
FL +21'-5" (E) ROOF
FL -1'-10"
GARAGE
412
W1 W1
W5W5
W3
FIXW3W2
W4
W4
22"X5" VENT
PR
O
P
E
R
T
Y
L
I
N
E
6"PR
O
P
E
R
T
Y
L
I
N
E
(E) SETBACK V.I.F
2'-8"
8'-0
"
34'-10"
32'-2"
20'-4"(E) SETBACK V.I.F
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
A-304
PROPOSEDELEVATION-2
SCALE : 1/4"=1'-0"2 PROPOSED ELEVATION-4
SCALE : 1/4"=1'-0"1 PROPOSED ELEVATION-3
2
1
7
2
1
65
65
3
3
(E) STUCCO
(E) STUCCO
NEW SIDINGMATCHING TO EXIST
FIREPLACEVENT PER1/AD402
26
1"
NOTES:
SECTION 1708(b), UNIFORM, BUILDING CODE CALLS FOR FLASHING OF ALL EXTERIOR OPENING EXPOSED TOWEATHER TO MAKE THEM WEATHER PROOF. SINCE U.B.C. DOES NOT OUTLINE PROCEDURES FOR WINDOWFLASHING, TECHNIQUES SHOWN HERE ARE RECOMMENDED. USE "MOISTOP" FLASHING BY FORTIFIBERCORP., OR EQUAL WHENEVER POSSIBLE FOR FLASHING MATERIAL. CAULK BACK OF WINDOW FRAMESBEFORE SETTING. USE WINDOWS THAT ARE WATERTIGHT.
26GA. G.I. FLASHING REQUIRED AS SHOWN IN OTHER WINDOW DETAILS TO BE INSTALLED BY SHEET METALCONTRACTOR.
LINE WIRE, WHEN USED AS BACKING TO SUPPORT WATER-RESISTANT BUILDING PAPER OR FELT BENEATHLATH FOR STUCCO SHOULD BENEATH INSTALLED ACCORDING TO INDUSTRY STANDARDS AND PRACTICE. NOATTACHMENT DEVICE NOR THE WIRE BACKING SHOULD COVER OR PENETRATE FLASHING MATERIAL.PERIPHERAL FLASHING AT ALL EDGES OF WALL OPENING MUST COVER WIRE BACKING.
STARTING AT THE BOTTOM OF THE WALL (SOLEPLATE), LAT WATER-RESISTANT PAPER UNDERTHE SILL STRIP. CUT ANY EXCESSWATER-RESISTANT PAPER THAT MAY EXTENDABOVE THE SILL FLANGE ON EACH SIDE OF THEOPENING. (SHOWING IN DIAGRAM AS SHORTDASH LINES). INSTALL SUCCEEDING COURSESOF WATER-RESISTANT PAPER(B,C,ETC.) OVERJAMB AND HEAD FLANGES IN SHINGLE-BOARDFASHION
AFTER SILL STRIP IS IN PLACE ATTACH JAMBSTRIPS (SIDE OF OPENING ) AT LEAST 12"WIDE WITH INSIDE EDGE OF FLASHING FLUSHWITH EDGE OF WINDOW OPENING. STARTJAMB STRIPS 6" ABOVE THE LOWER EDGE OFTHE HEADER ( TOP OF WINDOW OPENING)
APPLY A CONTINUOUS BEAD OF BUTYL RUBBERSEALANT TO THE BACK SURFACES OF THEWINDOW FLANGE, THEN PLACES THE WINDOWINTO THE ROUGH OPENING WITH FLANGE OVERTHE INSTALLED FLASHING STRIPS, AFTERWINDOW IS PLACED, INSTALLED FLASHINGSTRIPS. AFTER WINDOW IS PLACED, INSTALL THEHEAD FLASHING OVER THE WINDOW FLANGE.THIS IS ANOTHER STRIP OF FLASHING AT LEAST12" WIDE
ATTACH A SILL STRIP OF FLASHING MATERIALAT LEAST 12" WIDE WITH THE TOP EDGE EVENWITH THE TOP EDGE OF THE ROUGH SILL.EXTEND THIS SILL STRIP AT LEAST 12"BEYOND THE EDGE OF THE ROUGH OPENINGFOR WINDOW. ATTACH FLASHING WITHGALVANIZED ROOFING NAILS OR RUST -RESISTANT STAPLES.
BA
6"
SEE NOTESSEE NOTES12"
ROUGHSILL SILL STRIP
WINDOW
ROUGHED - INOPENING
EDGE OFFLANGE
DC
2 x BLOCKING
2X TREATED SILL PLATE
INSULATION
18
"
M
I
N
.
PER STRUCT. PLAN
PLYWOOD PER STRUCTURE PLAN
GYP. BD
2X WD' STUD
INSULATION PER TITLE-24
PLYWOOD PERSTRUCT. PLAN
GRADE “D” PAPER OVER
EXTERIOR STUCCO & WIRE LATH
WEEP SCREED26 GA. G.I STUCCO
4" MIN. ABOVE EARTH2" MIN ABOVE PAVED AREA
PER TITLE 24
WOOD BASE SHEATHING UNDER EXTERIOR LATH.
PROVIDE TWO LAYERS OF
MIN. 3" TO CONC. FINMIN. 8" TO SOIL
SIDE ELEVATION FRONT ELEVATION
PLAN
1/4" THICK T.S. DOWNSPOUT GUARD PAINTED
FINISH SURFACE
3'LX2'W CONC. SPLASH BLOCK (NOT REQUIRED AT CONCRETE SURFACE)
1/4" STEEL PLATE W/ 1/2" DIA. EXP. BOLT. TYP.
EXTERIOR WALLPER PLAN
1" MIN.
1"
M
I
N
.
1" MIN.
3'-0
"
1'-6
"
FLOOR FINISH TBD.
2"x4" STUD WALL @ 16"O.C.
2X DOUBLE TOP PLATE
(STUD GRADE)
2X CEILING JOISTS2X SOLID BLOCKING
PE
R
P
L
A
N
5/8" TYP. X GYP BOARD@ BOTH SIDE
COVERD BASE WOOD
(STC 50)
P.T
INSULATION PER T-24
1 1/2" x 1 1/2" GUARDRAIL POST
2" x 1 1/2" TUBE STEEL TOP RAIL5/8 " SQUARE STL. BAR SPACING
WELD ALL SIDE OFINTERMEDIATE GUARDPOST
42
"
M
I
N
R
A
I
L
H
E
I
G
H
T
4'-0" MAX O.C
LE
S
S
T
H
A
N
4"
LESS THAN4"
Ø4" SPHERE SHALL NOT PASS
Ø4" SPHERE SHALL NOT PASS
7.7
5
"
M
A
X
.
11"
2"
1"10" MIN.1 1/4"
6'-8
"
M
I
N
.
CEILING
FLOOR
METAL THRESHOLDA
AT 1:2 SLOPE
12 MAX.1/4"
1/2" MAX.
DOOR IN CLOSEDPOSITION CL
* THRESHOLDS.
THRESHOLDS AT DOORWAYS SHALL NOT EXCEED 3/4 INCH (19.1 MM) INHEIGHT ABOVE THE FINISHED FLOOR OR LANDING FOR SLIDING DOORSSERVING DWELLING UNITS OR 1/2 INCH (12.7 MM) ABOVE THE FINISHEDFLOOR OR LANDING FOR OTHER DOORS. RAISED THRESHOLDS ANDFLOOR LEVEL CHANGES GREATER THAN 1/4 INCH (6.4 MM) AT DOORWAYSSHALL BE BEVELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT SLOPE).
* EXCEPTION: IN OCCUPANCY GROUP R-2 OR R-3, THRESHOLD HEIGHTSFOR SLIDING AND SIDE-HINGED EXTERIOR DOORS SHALL BE PERMITTEDTO BE UP TO 73/4 INCHES (197 MM) IN HEIGHT IF ALL OF THE FOLLOWING APPLY: 1. THE DOOR IS NOT PART OF THE REQUIRED MEANS OF EGRESS. 2. THE DOOR IS NOT PART OF AN ACCESSIBLE ROUTE AS REQUIRED BY
CHAPTER 11A OR 11B. 3. THE DOOR IS NOT PART OF AN ADAPTABLE OR ACCESSIBLEDWELLING UNIT.
WP MEMBRANE, REDGARDOR APPROVED EQUAL.INSTALL PER MANUFACTURERREQUIREMENTS
PLYWOOD
STL ANGLE, POWDERCOATED FINISH
BEAMS, S.S.D
SCHEDULED STUCCOFINISH PER FINISH INDEX
SCHEDULED FINISHPER FINISH INDEX
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
AD-401
TYP. DETAIL
2
1 TYP. WINDOW & DOOR FLASHING DETAIL
TRANSITION THRESHOLD
7
6
4 RAIN GUTTER DOWN SPOT
TYP. INTERIOR WALL DETAIL5 TYP. EXT. WALL & FOUNDATION
3
TYP. GUARDRAIL DETAIL
TYP. WD STAIR DETAIL9
1
1
S12210* SEE FOR CONNECTION DETAILS
TYP. HANDRAIL DETAIL11GRAB BAR DETAIL
1
12 TYP. DECK ASSEMBLY DETAIL
2
GARAGE WALL DETAIL10
1
*MIN. STAIR CLEAR WIDTH OF 36"
* PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30"MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW
AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGEOR THE OPEN SIDE
11
GRAB BAR REINFORCEMENT8
2
13 TYP. GARAGE CEILING FINISH
2
* REINFORCEMENT SHALL BE 2X8 SOLID LUMBER MINIMUM
SUBFLOOR PRIMER
1-1/4" THK, SELF-LEVELING GYPSUM
27
DRAWING NO.
SCALE:
19
3
5
P
O
R
T
C
A
R
D
I
F
F
P
L
A
C
E
,
DRAWING TITLE
ISSUE RECORD
NO. DESCRIPTION DATE
ds Meta
PROJECT NO.
DESIGN STUIDO META, INC.
9630 ALONDRA BLVDBELLFLOWER, CA 90706
DIRECT : +1.213.703.0243OFFICE : +1.213.568.7777
www.dsmeta.com
PACKAGE TITLE
PROJECT
STRUCTURAL ENGINEER
MECH/ELECT/PLUMB ENGINEER
ARE AND SHALL REMAIN THE PROPERTY
THE DRAWINGS AND SPECIFICATIONS,
ALL PRODUCTION & INTELLECTUAL
NO PART THEREOF SHALL BE COPIED OROF THE DESIGN STUDIO META INC.;
USED IN CONNECTION WITH ANY WORK
PROJECT FOR WHICH THEY HAVE BEEN OR PROJECT OTHER THAN THE SPECIFIC
CONSENT OF DESIGN STUDIO META INC. PREPARED WITHOUT THE WRITTEN
IDEAS, DESIGNS, AND ARRANGEMENTS
VISUAL CONTACT WITH THERE DRAWINGS
EVIDENCE OF ACCEPTANCE OF THEREOR SPECIFICATION SHALL CONSTITUTE
RESTRICTIONS.
PROPERTY RIGHTS RESERVED
PRELIMINARY PLAN
223-05-160
TA
N
G
'
S
R
E
S
I
D
E
N
C
E
01 1ST BLDG SUBMIT 09/06/2023
NE
W
P
O
R
T
B
E
A
C
H
,
C
A
9
2
6
6
0
02 2ND HOA SUBMIT 12/26/2023
03 2ND BLDG SUBMIT 05/10/20241
04 3RD BLDG SUBMIT 07/11/20242
05 MODIFICATION SUBMIT 07/11/2024
AD-402
FIREPLACESPECIFICATION
FIREPLACE INSTALLATION / SPECIFICATION1
MANUFACTURE : WOODLAND DIRECTMODEL : MONTIGO DELRAY DIRECT VENT GAS FIREPLACE-48"
FIREPLACE DETAIL2
1
28
From:Jim Mosher
To:CDD
Subject:Comment on ZA agenda Item 3 (12/12/2024 meeting)
Date:December 11, 2024 9:49:59 AM
[EXTERNAL EMAIL] DO NOT CLICK links or attachments unless you recognize the sender and know the content is safe.Report phish using the Phish Alert Button above.
With regard to Item 3 (Tang Residence, PA2024-0187) on the December 12, 2024,
Newport Beach Zoning Administrator agenda:
On handwritten page 10, "SECTION 4. DECISION" of the proposed resolution
appears to be missing the usual CEQA declaration.
-- Jim Mosher
Zoning Administrator - December 12, 2024 Item No. 3a - Additional Materials Received Tang Residence Modification Permit (PA2034-0187)