HomeMy WebLinkAbout09_Guo Residence Coastal Development Permit_PA2018-191
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
October 25, 2018
Agenda Item No. 9
SUBJECT: Guo Residence (PA2018-191)
Coastal Development Permit No. CD2018-077
SITE LOCATION: 515 36th Street
APPLICANT: Jack Guo
OWNER: Jack Guo
PLANNER: Chelsea Crager, Associate Planner
949-644-3227, ccrager@newportbeachca.gov
LAND USE AND ZONING
General Plan: RT (Two Unit Residential)
Zoning District : R-2 (Two-Unit Residential)
Coastal Land Use Category: RT-D (Two Unit Residential - 20.0 - 29.9 DU/AC)
Coastal Zoning District: R-2 (Two-Unit Residential)
PROJECT SUMMARY
The applicant requests athe demolition of a single family dwelling and the construction of
a new, three-story, 4,082-square-foot residential duplex, including two attached 211 -
square-foot single-car garages and two covered carports. The proposed development
includes landscape, hardscape, accessory structures, and subsurface drainage facilities
all within the confines of private property. The site is protected by an existing private
bulkhead that will be reinforced in conjunction with the proposed construction. The design
complies with all applicable development standards and no deviations are requested .
RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small
Structures), because it has no potential to have a significant effect on the environment;
and
3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development
Permit No. CD2018-077 (Attachment No. ZA 1).
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Guo Residence (PA2018-191)
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DISCUSSION
Land Use and Development Standards
The project is located in the R-2 Zoning District, which allows a maximum of two
residential dwelling units on a single legal lot, and is consistent with the City’s Coastal
Land Use Plan, General Plan, and Zoning Code. A CDP is required and the property
is not eligible for a Waiver for De Minimis Development because the property is
located in the Appeal Area.
The property consists of one legal lot containing an existing single-family residence.
The neighborhood is predominantly developed with two- and three-story, single-
family and two-family residences. The design, bulk, and scale of the proposed
development is consistent with the anticipated neighborhood pattern of
development.
The proposed single-family residence and accessory structures conform to all
applicable development standards, including floor area limit, setbacks, height, and
off-street parking as evidenced by the project plans and illustrated in Table 1 below:
Table 1 – Development Standards
Development Standard Standard Proposed
Setbacks (min.)
Front (street) 5 feet 5 feet
Sides 4 feet 4 feet
Front (water) 30 feet 30 feet
Allowable Floor Area 4,810 square feet 4,504 square feet
Open Volume Area 361 square feet 366 square feet
Parking 1 car garage plus 1
carport per unit (4
total)
1 car garage plus 1 carport
per unit (4 total)
Height 24 feet flat roof
29 feet sloped roof
23 feet 2 inches flat roof
29 feet sloped roof
Hazards
The lowest finished first floor elevation of the proposed residence is 9.00 feet North
American Vertical Datum of 1988 (NAVD88), which exceeds the minimum required
9.00-foot (NAVD88) elevation standard.
The existing development includes a private seawall/bulkhead along the waterway.
A Bulkhead Condition Report prepared by PMA Consulting, Inc., dated July 24,
2018, concludes that the existing seawall wall is in good condition without
noticeable evidence of distress. However, in order to protect the proposed new
development, the report recommends that the wall be reinforced and repaired and
provides specific recommendations on how this should be accomplished. Once
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Guo Residence (PA2018-191)
Zoning Administrator, October 25, 2018
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the wall has been reinforced and repaired, it is not anticipated that it will need
further repair or replacement in the next 75 years.
A project-specific Coastal Hazards Analysis Report was prepared by PMA
Consulting, Inc., dated July 24, 2018. The report concludes that flooding, wave run
up and erosion will not significantly impact this property over the expected life of
the proposed development, provided the existing seawall is reinforced and
repaired as recommended.
Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv),
the property owner will be required to enter into an agreement with the City waiving
any potential right to protection to address situations in the future in which the
development is threatened with damage or destruction by coastal hazards (e.g.,
waves, erosion, and sea level rise). The property owner will also be required to
acknowledge any hazards present at the site and unconditionally waive any claim to
damage or liability against the decision authority, consistent with NBMC Section
21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will
need to be satisfied prior to the issuance of building permits for construction.
The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code
(CBC) and Building Division standards and policies. Geotechnical investigations
specifically addressing liquefaction are required to be reviewed and approved prior
to the issuance of building permits. Permit issuance is also contingent on the
inclusion of design mitigation identified in the investigations. Construction plans are
reviewed for compliance with approved investigations and CBC prior to building
permit issuance.
Water Quality
Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because
of the project site’s proximity to coastal waters, a Water Quality and Hydrology Plan
(WQHP) was prepared by Robin Hamers & Associates, Inc., dated August 2018. The
WQHP includes a polluted runoff and hydrologic site characterization, a sizing
standard for Best Management Practices (BMPs), use of a low-impact development
approach to retain the design storm runoff volume on site, and documentation of the
expected effectiveness of the proposed BMPs. Construction plans will be reviewed
for compliance with the approved WQHP prior to building permit issuance.
The project design addresses water quality with a construction erosion control plan
that outlines temporary BMPs to be implemented during construction to minimize
erosion and sedimentation, and to minimize pollution of runoff derived by
construction chemicals and materials. No water quality impacts to coastal waters
are anticipated based upon the location and e levation of the property.
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Guo Residence (PA2018-191)
Zoning Administrator, October 25, 2018
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The project includes a post construction drainage system that includes drainage and
percolation features designed to retain dry weather and minor rain event run-off on-
site. Any water not retained on-site is directed to the City’s storm drain system.
Public Access
The project site is located between the nearest public road and the sea or shoreline;
however, the project will not affect the public’s ability to gain access to, use, and/or
view the coast and nearby recreational facilities. The existing residential development
neither provides nor inhibits public coastal access. Implementation Plan Section
21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the
provision of public access bear a reasonable relationship between the requirement
and the project’s impact and be proportional to the impact. In this case, the project
replaces an existing single-family residence with a new residential duplex in an R-2
zoning district. Therefore, the project does not involve a change in land use, density
or intensity that will result in significant increased demand on public access and
recreation opportunities. Furthermore, the project is designed and sited so as not to
block or impede existing public access opportunities.
The residential lot does not currently provide nor does it inhibit public coastal access.
The proposed scope of work involves the removal and replacement of an existing
single-family residence with a new residential duplex. Development will occur within
the confines of private property, and existing coastal access conditions will not be
affected. Coastal access is currently provided and will continue to be provided by
street ends throughout the Balboa Peninsula with access to the beach and water.
The project site is not located adjacent to a coastal view road, public viewpoint,
public park or beach, or public accessway, as identified in the Coastal Land Use
Plan. Furthermore, an investigation of the project site and surrounding area did not
identify any other public view opportunities. The project site may be located within
the viewshed of distant public viewing areas. However, the project will replace an
existing single-family home with a new residential duplex that complies with all
applicable Local Coastal Program (LCP) development standards and maintains a
building envelope consistent with the existing and anticipated neighborhood
pattern of development. Therefore, the project does not have the potential to
degrade the visual quality of the Coastal Zone or result in significant adverse
impacts to public views.
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15303 under Class 3 (New Construction or Conversion of Small Structures) 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.
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Guo Residence (PA2018-191)
Zoning Administrator, October 25, 2018
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Class 3 exempts the construction and location of limited numbers of new, small facilities
or structures including a residential duplex in a residential zone. The proposed project
consists of the demolition of an existing single-family residence, and the construction of
a new three-story, 4,082-square-foot, residential duplex and two attached 211-square-
foot, single-car garages in the R-2 Zoning District.
PUBLIC NOTICE
Notice of this public hearing was published in the Daily Pilot, mailed to all owners and
residential occupants 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 NBMC. Additionally, the item appeared on the agenda for this meeting,
which was posted at City Hall and on the City website.
APPEAL PERIOD:
This action shall become final and effective 14 days following the date the Resolution is
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 21 (Local Coastal
Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City
may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the
City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through
13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal,
contact the Planning Division at 949-644-3200.
Prepared by:
GBR/cc
Attachments: ZA 1 Draft Resolution
ZA 2 Vicinity Map
ZA 3 Project Plans
5
Attachment No. ZA 1
Draft Resolution
6
RESOLUTION NO. ZA2018-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2018-077 TO DEMOLISH AN
EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A
NEW THREE-STORY, RESIDENTIAL DUPLEX AND TWO
ATTACHED SINGLE-CAR GARAGES AT 515 36TH STREET
(PA2018-191)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Jack Guo (“Owner”), with respect to property located at 515
36th Street, requesting approval of a coastal development permit.
2. The property is legally described as Lot 8 and the Northeasterly Half of Lot 7 in Block 536
of Canal Section of Newport Beach.
3. The applicant proposed the demolition of a single-family dwelling and the construction
of a new, three-story, 4,082-square-foot residential duplex, including two attached 211 -
square-foot single-car garages and two covered carports. The proposed development
includes landscape, hardscape, accessory structures, and subsurface drainage facilities
all within the confines of private property. The site is protected by an existing private
bulkhead that will be reinforced in conjunction with the proposed construction. The
design complies with all applicable development standards and no deviations are
requested.
4. The subject property is designated RT (Two Unit Residential) by the General Plan Land
Use Element and is located within the R-2 (Two-Unit Residential) Zoning District.
5. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is RT-D (Two Unit Residential - 20.0 - 29.9 DU/AC) and the property is located
within the R-2 (Two-Unit Residential) Coastal Zone District.
6. A public hearing was held on October 25, 2018, in the Corona del Mar Conference Room
(Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and
purpose of the hearing was given in accordance with the Newport Beach Municipal
Code. 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 categorically exempt pursuant to Title 14 of the California Code of
Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Class 3 (New Construction or
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Zoning Administrator Resolution No. ZA2018-###
Page 2 of 9
Conversion of Small Structures), because it has no potential to have a significant effect on
the environment.
2. Class 3 exempts the construction and location of limited numbers of new, small facilities
or structures including one residential duplex in a residential zone. The proposed project
consists of the demolition of an existing single-family residence and construction of a
new three-story, 4,082-square-foot, residential duplex with two attached 211-square-
foot, single-car garages in the R-2 Zoning District.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision)
of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of
such findings are set forth:
Finding:
A. Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding:
1. The proposed development complies with applicable residential development standards
including, but not limited to, floor area limitation, setbacks, height, and parking.
a. The maximum floor area limitation is 4,810 square feet and the proposed gross
floor area is 4,504 square feet.
b. The proposed development will provide the minimum required setbacks, which are
five (5) feet along the front property line abutting 36th Street, four (4) feet along
each side property line, and thirty (30) feet along the front property line abutting the
waterway.
c. The highest guardrail is no more than 24 feet, measured from the established grade
level of 9.00 feet (NAVD 88) and the highest roof ridge is no more than 29 feet,
measured from the established grade, which complies with the maximum height
limitation.
d. The project includes enclosed garage parking for two vehicles and covered carport
parking for two vehicles, which complies with the minimum parking requirement for
residential duplexes.
2. The neighborhood is predominantly developed with two- and three-story, single-family
and two-family residences. The proposed design, bulk, and scale of the development
will be consistent with the existing neighborhood pattern of development and expected
future development.
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3. The existing development includes a private seawall/bulkhead along the waterway. A
Bulkhead Condition Report prepared by PMA Consulting, Inc., dated July 24, 2018,
concludes that the wall is in good condition. In order to protect the proposed new
development, the report recommends that the wall be reinforced and repaired, and
provides specific recommendations on how this should be accomplished. Once the wal l
has been reinforced and repaired, it is not anticipated that the wall will need further repair
or replacement in the next 75 years.
4. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to
enter into an agreement with the City waiving any potential right to protection to address
situations in the future in which the development is threatened with damage or destruction
by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also
be required to acknowledge any hazards present at the site and unconditionally waive any
claim to damage or liability against the decision authority, consistent with NBMC Section
21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need
to be satisfied prior to the issuance of building permits for construction.
5. A project-specific Coastal Hazards Analysis Report was prepared by PMA Consulting,
Inc., dated July 24, 2018. The report concludes that flooding, wave run up and erosion
will not significantly impact this property over the life of the proposed development,
provided the existing seawall is reinforced and repaired as recommended.
6. Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the
project site’s proximity to coastal waters, a Water Quality and Hydrology Plan (WQHP) was
prepared by Robin Hamers & Associates, Inc., dated August 2018. The WQHP includes a
polluted runoff and hydrologic site characterization, a sizing standard for Best Management
Practices (BMPs), use of a low-impact development approach to retain the design storm
runoff volume on site, and documentation of the expected effectiveness of the proposed
BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior
to building permit issuance.
7. The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code (CBC)
and Building Division standards and policies. Geotechnical investigations specifically
addressing liquefaction are required to be reviewed and approved prior to the issuance of
building permits. Permit issuance is also contingent on the inclusion of design mitigation
identified in the investigations. Construction plans are reviewed for compliance with
approved investigations and CBC prior to building permit issuance.
8. The project design addresses water quality with a construction erosion control plan and a
post construction drainage system that includes drainage and percolation features
designed to retain dry weather and minor rain event run-off on-site. Any water not retained
on-site is directed to the City’s storm drain system.
9. New landscaping will be verified for compliance with NBMC Section 21.30.075. A condition
of approval is included that requires drought-tolerant, and prohibits invasive, species. Prior
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to issuance of the building permits, the final landscape plans will be reviewed to verify
invasive species are not planted.
10. The property is not located near designated public viewpoints or coastal view roads and
will not negatively impact public coastal views.
Finding:
B. Conforms with the public access and public recreation policies of Chapter 3 of the
Coastal Act if the project is located between the nearest public road and the sea or
shoreline of any body of water located within the coastal zone .
Facts in Support of Finding:
1. The project site is located between the nearest public road and the sea or shoreline;
however, the project will not affect the public’s ability to gain access to, use, and/or view
the coast and nearby recreational facilities. The existing residential development neither
provides nor inhibits public coastal access. Implementation Plan Section 21.30A.040
(Determination of Public Access/Recreation Impacts) requires that the provision of public
access bear a reasonable relationship between the requirement and the project’s impact
and be proportional to the impact. In this case, the project replaces an existing single-family
residence with a new residential duplex in an R-2 zoning district. Therefore, the project
does not involve a change in land use, density or intensity that will result in significant
increased demand on public access and recreation opportunities. Furthermore, the project
is designed and sited so as not to block or impede existing public access opportunities.
2. The residential lot does not currently provide nor does it inhibit public coastal access. The
proposed scope of work involves the removal and replacement of an existing single-family
residence with a new residential duplex. Development will occur within the confines of
private property, and existing coastal access conditions will not be affected. Coastal access
is currently provided and will continue to be provided by street ends throughout the Balboa
Peninsula with access to the water.
3. The project site is not located adjacent to a co astal view road, public viewpoint, public
park or beach, or public accessway, as identified in the Coastal Land Use Plan.
Furthermore, an investigation of the project site and surrounding area did not identify
any other public view opportunities. The project site may be located within the viewshed
of distant public viewing areas. However, the project will replace an existing single-family
home with a new residential duplex that complies with all applicable Local Coastal
Program (LCP) development standards and maintains a building envelope consistent
with the existing and anticipated neighborhood pattern of development. Therefore, the
project does not have the potential to degrade the visual quality of the Coastal Zone or
result in significant adverse impacts to public views.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
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1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2018-077, 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 21 Local
Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken
by the City may be appealed to the Coastal Commission in compli ance with Section
21.64.035 of the City’s certified LCP and Title 14 California Code of Regulations,
Sections 13111 through 13120, and Section 30603 of the Coastal Act.
PASSED, APPROVED, AND ADOPTED THIS 25TH DAY OF OCTOBER, 2018.
_____________________________________
Patrick J. Alford, Zoning Administrator
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EXHIBIT “A”
CONDITIONS OF APPROVAL
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. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new coastal development permit.
3. Coastal Development Permit No. CD2018-077 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted
4. Prior to the issuance of a building permit, an agreement in a form approved by the City
Attorney between the property owner and the City shall be executed and recorded
waiving rights to the construction of future shoreline protection devices including the
repair and maintenance, enhancement, reinforcement, or any other activity affecting the
bulkhead, that results in any encroachment seaward of the authorized footprint of the
bulkhead or other shoreline protective device. The agreement shall be binding against
the property owners and successors and assigns.
5. Prior to the issuance of a building permit, the property owner shall submit a notarized
signed letter acknowledging all hazards present at the site, assuming the risk of injury
or damage from such hazards, unconditionally waiving any claims of damage against
the City from such hazards, and to indemnify and hold harmless 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
development.
6. The existing private seawall/bulkhead shall be reinforced and repaired, in keeping with
the recommendations provided in the Bulkhead Condition Report prepared by PMA
Consulting, Inc., dated July 24, 2018.
7. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
8. 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
coastal development permit.
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9. This Coastal Development Permit may be modified or revoked by the Zoning
Administrator if determined that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained
so as to constitute a public nuisance.
10. Best Management Practices and Good Housekeeping Practices shall be implemented
prior to and throughout the duration of construction activity as designated in the
Construction Pollution Prevention Plan .
11. Prior to issuance of the building permits, a copy of the Resolution, including conditions
of approval Exhibit “A” shall be incorporated into the Building Division and field sets of
plans.
12. Prior to issuance of building permits, the applicant shall submit to the Planning Division
an additional copy of the approved architectural plans for inclusion in the coastal
development permit file. The plans shall be identical to those approved by all City
departments for building permit issuance. The approved copy shall include architectural
sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall
accurately depict the elements approved by this coastal development permit.
13. Prior to issuance of building permits, the applicant shall submit a final construction
erosion control plan. The plan shall be subject to review and approval by the Building
Division.
14. Prior to the issuance of building permits, the applicant shall submit a final landscape and
irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive
plant species and water efficient irrigation design. The plans shall be approved by the
Planning Division.
15. All landscape materials and irrigation systems shall be maintained in accordanc e with
the approved landscape plan. All landscaped areas shall be maintained in a healthy and
growing condition and shall receive regular pruning, fertilizing, mowing, and trimming.
All landscaped areas shall be kept free of weeds and debris. All irrigatio n systems shall
be kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
16. Prior to the issuance of building permits, the applicant shall pay any unpaid
administrative costs associated with the processing of this application to the Planning
Division.
17. No demolition or construction materials, equipment debris, or waste, shall be placed or
stored in a location that would enter sensitive habitat, receiving waters, or a storm drain
or result in impacts to environmentally sensitive habitat areas, streams, wetland or their
buffers.
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18. The discharge of any hazardous materials into storm sewer systems or receiving waters
shall be prohibited. Machinery and equipment shall be maintained and washed in
confined areas specifically designed to control runoff. A designated fueling and vehicle
maintenance area with appropriate berms and protection to prevent spillage shall be
provided as far away from storm drain systems or receiving waters as possible.
19. Debris from demolition shall be removed from work areas each day and removed from
the project site within 24 hours of the completion of the project. Stockpiles and
construction materials shall be covered, enclosed on all sites, not stored in contact with
the soil, and located as far away as possible from drain inlets and any waterway.
20. Trash and debris shall be disposed in proper trash and recycling receptacles at the end
of each construction day. Solid waste, including excess concrete, shall be disposed in
adequate disposal facilities at a legal disposal site or recycled at a recycling facility.
21. 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 the current
property owner or agent.
22. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In
compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and
similar construction activities shall occur between August 16 and January 31, outside of
the peak nesting period. If such activities must occur inside the peak nesting season from
February 1 to August 15, compliance with the following is required to prevent the taking of
Native Birds pursuant to MBTA:
A. The construction area shall be inspected for active nests. If birds are observed flying
from a nest or sitting on a nest, it can be assumed that the nest is active. Construction
activity within 300 feet of an active nest shall be delayed until the nest is no longer
active. Continue to observe the nest until the chicks have left the nest and activity is
no longer observed. When the nest is no longer active, construction activity can
continue in the nest area.
B. It is a violation of state and federal law to kill or harm a native bird. To ensure
compliance, consider hiring a biologist to assist with the survey for nesting birds, and
to determine when it is safe to commence construction activities. If an active nest is
found, one or two short follow-up surveys will be necessary to check on the nest and
determine when the nest is no longer active.
23. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless
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 Guo Residence including, but not limited to, Coastal Development Permit No.
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CD2018-077 (PA2018-191). This indemnification shall include, but not be limited to,
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.
15
Attachment No. ZA 2
Vicinity Map
16
VICINITY MAP
Coastal Development Permit No. CD2018-077
PA2018-191
515 36th Street
Subject Property
17
Attachment No. ZA 3
Project Plans
18
GENERAL NOTES PROJECT TEAM SHEET INDEXPROJECT SUMMARY
ABBREVIATIONS
Door symbol - see door schedule
Window symbol - see window schedule
Keynote symbol - see keynotes
Color/material symbol - see color/fin. list
Equipment symbol - see equipment list
Plumbing fixtures symbol per schedule
Plumbing accessories symbol per schedule
Ceiling height symbol
Sheet Number
Sheet Number
Interior Elevation
Number
Section Number
Sheet Number
Detail Number
Spot elevation
A10
1
2
3
4
5 1 5 3 6 t h S T R E E T , N E W P O R T B E A C H , C A , 9 2 6 6 3
G U O R E S I D E N C E
2
A9
4
D1
A.B. ANCHOR BOLT
ABV. ABOVE
A.C. ASPHALT CONCRETE
A.F.F. ABOVE FINISH FLOOR
AL ALUMINUM
ALT ALTERNATE
APP APPROXIMATE
ARCH ARCHITECTURAL
BD BOARD
BLW BELOW
BET BETWEEN
BLDG BUILDING
BM BEAM
BOT BOTTOM
BYN BEYOND
BW BOTH WAYS
C.J. CEILING JOISTS
C.M.U. CONCRETE MASONRY UNITS
C.O. CLEAR OPENING
CAB CABINET
CLG CEILING
CEM CEMENT
CER CERAMIC
CLR CLEAR
COL COLUMN
CONC CONCRETE
CONN CONNECTION
CONST CONSTURUCTION
CONT CONTINUOUS
CONTR CONTRACTOR
D DEPTH
D.F. DRINKING FOUNTAIN, DOUGLAS FIR
D.S. DOWNSPOUT
DB. DOUBLE
DET DETAIL
DIA DIAMETER
DIM DIMENSION
DN DOWN
DR DOOR
DWG DRAWING
DWR DRAWER
E.N. EDGE NAIL(ING)
E.W. EACH WAY
EA EACH
ELEC ELECTRIC, ELECTRICAL
ELEV ELEVATION
E.I.F.S. EXTERIOR INSULATION
AND FINISH SYSTEM
EQ EQUAL
EQUIP EQUIPMENT
ESMT EASMENT
EXH EXHAUST
[E] EXISTING
EXP EXPOSED
F.N. FIELD NAILING
F.O.C. FACE OF CONCRETE
F.O.M. FACE OF MASONRY
F.O.S. FACE OF STUD
FRMG FRAMING
FDN FOUNDATION
FIN FINISH
FLR FLOOR
FT FOOT
FTG. FOOTING
GA GAUGE
GALV GALVINIZED
GAR GARAGE
GFF GARAGE FINISH FLOOR
G.F.I. GROUND FAULT INTERRUPTOR
G.F.R.C. GLASS FIBER REINFORCED CEMENT
G.I. GALVINIZED IRON
GLS GLASS
GR GRANITE
GRD GRADE
GYP. BD. GYPSUM BOARD
H.M, HOLLOW METAL
H.C. HOLLOW CORE
HC HANDICAPPED
HD HIGH DENSITY, HOLD DOWN
HDW HARDWARE
HR HOUR
HT HEIGHT
HRT. HEATER
I.D. INSIDE DIAMETER
IN INCH
INS. INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
KIT. KITCHEN
L. LENGTH
LAV. LAVATORY
M.C. MEDICINE CHEST
M.O. MASONRY OPENING
MAS. MASONRY
MAX. MAXIMUM
MECH. MECHANICAL
MED. MEDIUM
MFG. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD MOUNTED
MTL. METAL
[N] NEW
N.I.C. NOT IN CONTRACT
N.T.S. NOT TO SCALE
NAT. NATURAL
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
OPN. OPENING
OPP OPPOSITE
P/A PLANTING AREA
P.S.I. POUNDS / SQUARE INCH
PL. PLATE
PLAS PLASTER
PLY PLYWOOD
POL POLISH, POLISHED
PR. PAIR
PT. PAINT
R RADIUS, RAFTER
R.D. ROOF DRAIN
R.O. ROUGH OPENING
R.R. ROOF RAFTER
R.S. ROUGH SAWN
RA RETURN AIR
REQ REQUIRED
RI RISER
RM ROOM
R.O.W. RIGHT OF WAY
S STAINLESS
S.C. SOLID CORE
SCH. SCHEDULE
SECT. SECTION
SH SHELF
SHTG SHEATHING
SHWR SHOWER
SIM SIMULAR
SPEC SPECIFICATIONS
SQ SQUARE
ST. STREET
STD STANDARD
STL STEEL
STN STONE
STUC STUCCO
STRUCT STRUCTURAL
SYM SYMMETRICAL
T&B TOP AND BOTTOM
T&G TOUNGE AND GROOVE
T TREAD, TEMPERED GLASS
TC TOP OF CONCRETE / CURB / CHIMNEY
TD TOP OF DECK
TP TOP OF PLATE
TT TOP OF TRELLIS
TR TOP OF ROOF
TRAIL TOP OF HANDRAIL
TW TOP OF WALL
TEL TELEPHONE
THK THICK
TYP TYPICAL
U.N.O. UNLESS NOTED OTHERWISE
UR URINAL
V.T. VINYL TILE
V.T.R. VENT THROUGH ROUGH
W WIDE, WIDTH
W/ WITH
W.C. WATER CLOSET, WALL COVERING
WD WOOD
WP WATERPROOF
W.R. WATER RESISTANT
A
1
1
pla-1
8'-0"
A
A
a0.00' TRVICINITY MAP
REVISIONS
PROJECT SITE
OWNER: Jack Guo
50 W. Lemon Ave, #23
Monrovia, CA 91016
(909) 319-6888
ARCHITECT:hudgins design group, inc.
c/o: scott hudgins
32932 pacific coast hwy, #14-272
dana point, CA 92629
p. 949.322.7922
COASTAL
HAZARDS:
GEOLOGIST:Pacific Geotech, Inc
15038 Clark Ave.,
Hacienda Heights, CA 91745
(626) 333-8507
1 PLNG DIV. CDP CORRECTIONS #1 09/13/18
DEFERRED SUBMITTALS
CITY NOTES
1. DESTRUCTIVE REMOVAL OF WORK PERFORMED WITHOUT PERMITS MAY BE REQUIRED FOR INSPECTION(S).
2. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED WITH THE CITY.
3. UNDERGROUND UTILITIES REQUIRED.
4. THE STRUCTURAL DESIGN AND DETAILS FULLY CONFORM TO ALL APPROPRIATE REQUIREMENTS OF THIS CODE, THE
CALIFORNIA RESIDENTIAL CODE (R301.1.3 CRC)
5. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL
AUTOMATICALLY EXPIRE. (CRC R105.3.2)
6. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS OR IF
THE WORK AUTHORIZED IS SUSPENDED OR ABANDON FOR A PERIOD OF 180 DAYS. A SUCCESSFUL INSPECTION MUST BE
OBTAINED WITHIN 180 DAYS. A PERMIT MAY BE
EXTENDED IF A WRITTEN REQUEST STATING JUSTIFICATION FOR EXTENSION AND AN EXTENSION FEE IS RECEIVED PRIOR
TO EXPIRATION OF THE PERMIT AND GRANTED BY THE BUILDING OFFICIAL. NO MORE THAN ONE (1) EXTENSION MAY BE
GRANTED. PERMITS WHICH HAVE BECOME INVALID SHALL PAY A REACTIVATION FEE OF APPROXIMATELY 50% OF THE
ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS BEEN EXPIRED FOR UP TO SIX (6) MONTHS. WHEN A PERMIT HAS
BEEN EXPIRED FOR A PERIOD IN EXCESS OF ONE (1) YEAR, THE REACTIVATION FEE SHALL BE APPROXIMATELY 100% OF
THE ORIGINAL PERMIT FEE. (R105.5 CRC)
7. AN AUTOMATIC FIRE SPRINKLER SYSTEM IS REQUIRED
8. THIS PROJECT SHALL COMPLY WITH THE: 2016 CALIFORNIA RESIDENTIAL CODE (CRC), 2016 CALIFORNIA MECHANICAL
CODE (CMC), 2016 CALIFORNIA PLUMBING CODE (CPC), 2016 CALIFORNIA ELECTRICAL CODE (CEC), 2016 CALIFORNIA
GREEN BUILDING STANDARDS CODE (CGBSC), 2016 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) AND THE CITY
LOCAL ORDINANCES.
9. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL
REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE
PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT
OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT
10. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM
THE PUBLIC WORKS DEPARTMENT
1. All work, including materials and workmanship, shall conform to the requirements of local codes, laws, and ordinances and as
specified by all by all governing authorities where applicable. Reference is to the latest accepted edition or revision. In the event of
conflict with code requirements, that code requirement or note which establishes the higher standard shall take precedence.
2. The intention of the Contract Documents is to include all labor and materials, equipment, and transportation necessary for the
complete and proper execution of the work.
3. The Contractor shall visit the job site prior to bidding any portion of the work. The Contractor shall verify all dimensions and
existing conditions prior to beginning work, including but not limited to existing interior walls and roof structures. Should any
condition arise where the intent of the drawings is in doubt or where there is a discrepancy between the Contract Documents and
the field conditions, or within the Contract Documents, the Contractor shall notify the Architect immediately for clarification.
Acceptance of these contract documents releases Architect from any liability of inaccurate portray of existing conditions
whatsoever as established by consulting engineers and/or surveyors.
4. Dimensions are from face of studs or to center of wall as indicated on drawings, unless noted otherwise.
5. Written dimensions take precedence. Do not scale drawings. Walls not dimensioned are to align with existing walls or be abutted
or applied to existing walls per drawings. Doors not dimensioned and shown jamb tight shall be set 3" from perpendicular wall to
outer edge of door jamb.
6. Reference to any detail or drawing is for convenience only and does not limit the application of such details or drawings.
7. The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of the
Contractor. The Contractor shall be responsible for the stability of the structure and provide necessary bracing prior to the
application of all shear walls, roof and floor diaphragms, and finish materials. The Contractor shall be responsible for initiating,
maintaining, and supervising all safety precautions and programs in connection with the work.
8. The Structural, Mechanical, Plumbing, and Electrical Drawings, as well as the drawings of other consultants, are supplementary
to the Architectural Drawings. It shall be the responsibility of the General Contractor to check with the Architectural Drawings before
the installation of work shown on the drawings of consultants. The Contractor shall bring any discrepancy between the Architectural
Drawings and the drawings of the consulting engineers to the attention of the Architect for clarification. Any work installed in conflict
with the Architectural drawings and not brought to the Architect's attention shall be corrected by the Contractor at the Contractor's
expense and at no expense to the Owner or Architect.
9. Prior to performance of work, the Contractor shall require each subcontractor to notify the
Contractor of any work called out in the drawings for his trade that cannot be fully guaranteed.
10. Contractor shall verify the location and size of all openings with all drawings and manufactured items where applicable.
11. The Contractor shall supervise and direct the Work and be solely responsible for all construction, means, methods, techniques,
sequences, procedures, safety and for coordinating all portions of the Work.
12. The Contractor here-in agrees to repair or replace any or all work, together with any other adjacent work which may be
displaced in connection with such replacement, that may prove to be defective in workmanship or materials within a period of one
year form the date of acceptance, ordinary wear and unusual abuse or neglect excepted.
13. Contractor shall protect all existing structures, landscaping, materials, etc., during construction. Contractor shall patch and
repair all surfaces disrupted or damaged during construction to match existing adjacent surfaces.
14. The Contractor shall on a daily basis keep the premises free form all accumulations of waste material or rubbish caused by his
employees, subcontractors, or work, and at the completion of the work shall remove all rubbish, debris, equipment, and surplus
materials from in and about the building and leave the premises "broom clean".
15. Any deviation from the Construction Documents or specifications by the Contractor or Owner without the Architect's approval
releases the Architect of responsibility and liability in connection with all work so involved.
16. Clarifications on and/or inconsistencies with the drawings and specifications shall be brought to the attention of the Architect by
the Contractor prior to commencement of work. Additional charges will not be granted based on claims of incomplete, inaccurate,
or inconsistent drawings and specifications.
17. Prior to any excavation, a meeting will be held on site that will be attended by the project engineer, geologist, project building
inspector, general and shoring contractors.
18. A Cal/OSHA permit is required where excavations exceed 5ft and a copy of the permit shall be supplied to the city prior to
issuing a building permit. There shall be no trenches or excavations 5 feet or more in depth into which a person is required to
descend, or obtain permit from State of California, Division of Occupational Safety and Health (Cal/OSHA). This permit and any
other safety permit shall be obtained prior to commence any work. Contact Cal/OSHA at 714-558-4451 for additional information.
19. The requirements of the 2016 edition of the California Building Code and 2016 California Residential Code (Title 24) have been
taken in consideration.
20. All new utilities will be underground to nearest utility pole.
21. The responsible certified geotechnical engineer will inspect and approve all grading and excavations prior to placement of
forms, reinforcing steel or concrete. In cases involving engineered fill, a soils engineer shall provide the inspection and approval.
22. Licensed civil engineer/ architect that prepared the drainage plan shall certify at the completion of the project that the site
drainage is in substantial compliance with the approved drainage plan.
23. The plans shall comply with the 2016 California Codes. CBC, CRC, CPC, CMC, CEC and CGBS, 2016 Energy Code and all
applicable Local codes and ordinances.
24. Project shall comply with NPDES, SUSMP and BMP requirements.
25. Contact dig alert.
26. Structural observations by design engineer.
27. Owners on adjacent properties that must underpin their buildings due to the proposed excavation shall be notified in writing ten days prior to
beginning the excavation. Copies of these notification letters shall be provided to the city prior to beginning the excavation.
28. Termite protection. In geographical areas where hazard of termite damage is known to be very heavy, wood floor framing shall be of naturally
durable species (termite resistant) or preservative treated in accordance with AWPA U1 for the species, product preservative and end use or
provided with approved methods of termite protection. 2304.11.6 FIGURE 2603.8
29. Wood supported by exterior foundation walls. Wood framing members, including wood sheathing, that rest on exterior foundation walls and
are less than 8 inches (203 mm) from exposed earth shall be of naturally durable or preservative-treated wood. 2304.11.2.2
30. Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized steel, stainless steel, silicon
bronze or copper. The coating weights for zinc-coated fasteners shall be in accordance with ASTM A 153. 2304.9.5. Exception: Fasteners other
than nails, timber rivets, wood screws and lag screws shall be permitted to be of mechanically deposited zinc coated steel with coating weights in
accordance with ASTMB695, Class 55 minimum. 2304.9.5. Fastenings for wood foundations shall be as required in AFPA Technical Report No. 7
31. Provide house street number visible and legible from the street with a minimum size of 4" high and 1/2" wide (CRC R319.1)
SURVEYOR &
CIVIL
ENGINEER:
ROBIN B. HAMERS & ASSOC., INC.
234 E. 17TH STREET, SUITE 205
COSTA MESA, CA 92627
p. (949) 548-1192
ADDRESS:
DESCRIPTION REQUIRED/ALLOWED EXISTING PROPOSED (Yes/No)
CONFORMS
USE
ZONE
BUILDING SITE AREA
BLDG SITE WIDTH (AVG.)
BLDG SITE DEPTH (AVG.)
MAX. BUILDING HEIGHT
SETBACKS:
Front (36th St.)
BUILDING SITE COVERAGE
ZONING STANDARDS
PROJECT DATA
DESCRIPTION
HABITABLE AREA:
515 36TH ST., NEWPORT BEACH CA, 92663
RESIDENTIAL
R-2
45'-0"
100'-0"
45%
BLDG FOOTPRINT 2,021 SF
R-2
Front (BAY)
CODE ANALYSIS
CODE: 2016 CBC, CRC, CMC, CEC, CPC, CGBS, CEES
& NBMC TITLE 21 AND LOCAL CITY ORDINANCES.
CONSTRUCTION TYPE: V-B (SPRNIKLERED)
ZONING DESIGNATION: R2
OCCUPANCY CLASSIFICATION: R-3, U
OCCUPANCY SEPARATIONS: 1-HR
NUMBER OF STORIES: 3
FIRE SPRINKLERS (NFPA 13D): REQUIRED
PROJECT ADDRESS
515 36th ST., NEWPORT BEACH, CA, 92663
ACCESSOR'S PARCEL NUMBER
APN: 423 081 07
LEGAL
LOT 8 BLOCK 536
LEVEL 1
OPEN VOLUME
4,500 SF
N/A
29'-0" / 24'-0"
5'-0"Y
Y
1. DEFERRED SUBMITTALS TO BE REVIEWED BY THE PROJECT ARCHITECT OR ENGINEER OF
RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN REVIEW.
2. ELEMENTS OF A LIFE/SAFTEY NATURE MAY NOT BE DEFERRED, INCLUDING BUT NOT LIMITED
TO: GUARD RAILS, HAND RAILS, STAIRS, EGRESS COMPONENTS, LIGHT & VENTILATION
ELEMENTS, ETC.
3. DEFERRED SUBMITTALS ARE SUBJECT TO SEPARATE REVIEW AND PERMIT ISSUANCE.
4. ACCESSORY BUILDINGS, FIRE SPRINKLER SYSTEM, DEMOLITION, POOLS, SPAS, WALLS,
SHORING, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE
SEPARATE REVIEWS AND PERMITS.
5. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR
ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT
PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION.
GARAGE AREA:
TOTAL
30'-0"
Y
TOTAL HABITABLE AREA:
PMA Consulting Inc
c/o: Plamen Petrov, C-66947
28161 Casitas Ct.
Laguna Niguel, CA 92677
p.petrov@pma-bg.com
46%
2,051 SF
29'-0" / 23'-2" Y
A0.1 TITLE SHEET
A3.1 PROPOSED ELEVATIONS
SITE PLANA1.1
A4.1 PROPOSED SECTIONS
FLOOR PLAN - LEVEL 1PROJECT DESCRIPTION
DEMO EXISTING 4 BED, 2.5 BATH, 2,143 SF, 2 STORY, RESIDENCE. NEW 2-UNIT RESIDENCE PROPOSED. EACH UNIT
CONTAINS 3 BED, 4.5 BATH, 2,041 SF, 3 STORY, WITH EXTERIOR BALCONIES, FIREPITS, A/C, ATTACHED 1-CAR GARAGE
AND CARPORT. NEW ON GRADE PLANTERS, DRIVEWAY, COVERED MECHANICAL/ STORAGE/ AND TRASH ENCLOSURES.
CONSTRUCT REINFORCED/ RAISED SEAWALL PER BULKHEAD CONDITIONS REPORT & DESIGN.
LEVEL 2
A3.2 PROPOSED ELEVATIONS
0'-0"
EXTERIOR BALCONY AREA:
Side 2'-9"Y4'-0"4'-0"
A1.3 DEMO PLAN
LEVEL 3
A2.1
A2.2 FLOOR PLAN - LEVEL 2
A2.3 FLOOR PLAN - LEVEL 3
A2.4 ROOF PLAN
45'-0"
R-2
BUILDABLE AREA 2,405 SF
N/A
N/A
A0.2 CITY NOTES - MINIMUM CONSTRUCTION REQUIREMENTS
A0.3 CITY NOTES - CAL GREEN MINIMUM REQUIREMENTS
SPECIAL INSPECTIONS
1. HERS VERIFICATION REQUIRED, SEE TITLE 24 SHEETS
2. REFER TO STRUCTURAL SHEETS FOR SPECIAL INSPECTIONS BY THE STRUCTURAL ENGINEER.
SYMBOLS
LANDSCAPE
DESIGNER:
hudgins design group, inc.
c/o: scott hudgins
32932 pacific coast hwy, #14-272
dana point, CA 92629
A1.2 AREA CALCULATIONS
C-1 CIVIL TITLE SHEET & NOTES
C-2 GRADING PLAN, DETAILS & SECTIONS
C-3 EROSION CONTROL PLAN & SOILS RECOMMENDATIONS
C-4 TOPOGRAPHY SURVEY
L-1 LANDSCAPE PLANTING PLAN
PARKING: 2 PER UNIT; 1 IN A GARAGE AND 1 COVERED OR IN A GARAGE
TOTAL (HABITABLE+GARAGE):
SLOPE AND ESTABLISHED GRADE CALCULATION: SLOPE = [(6.85' - 6.25') / 65.00']100 = 0.9%
ESTABLISHED GRADE = (6.85' + 6.25' + 6.28' + 6.51') / 4 = 6.47'
*MINIMUM REQUIRED TOP OF SLAB ELEVATION ALLOWED PER COASTAL HAZARDS STUDY = 9.00'
** HEIGHT MEASUREMENT SHALL BE MEASURED FROM THE TOP OF SLAB ELEVATION 21.30.060.B.3
CITY OF NEWPORT BEACH LOCAL COASTAL PROGRAM (L.C.P.)
PROJECT CONFORMS TO APPLICABLE SECTIONS OF THE CERTIFIED LOCAL COASTAL PROGRAM.
UNIT BUNIT AREQ. / ALLOWED
(2.0) 4,810 SF
15% / 361 SF
744 SF
1,117 SF
180 SF
2,041 SF
744 SF
1,117 SF
180 SF
2,041 SF
1,488 SF
2,234 SF
360 SF
4,082 SF
754 SF 754 SF 1508 SF
211 SF 211 SF 422 SF
2,252 SF 2,252 SF 4,504 SF
15% / 361 SF 366 SF
4,500 SF
2,405 SF 2,405 SF
RESIDENTIAL RESIDENTIAL
50'-0"
5,000 SF
N/A 100'-0"
5'-0"
39'-8"30'-0"
N/A
SW-2 SEA WALL PLAN, NOTES & DETAILS
CONSTRUCTION POLLUTION PREVENTION PLANCPPP
A0.1
NTS
SHEET NUMBER
PLOT DATE:
SCALE:
9.18.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E T1
hudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #2 09.18.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.CDP SUB. #1 08.08.18
1
1
1
19
36th STREETKITCHEN
STAIRSDWRANGE
OVENREF.
DINING
SEATING
KITCHEN
STAIRS
DWRANGEOVENREF.
DINING
SEATING45'-0"LOT4'-0"SYSB26'-6"
7'-6"37'-0"4'-0"SYSB1'-0"BATH 1
4'-6"14'-6"
8'-6"5'-0"10'-0"10'-0"
30'-0"
FYSB
TRASH
30'-0"5'-0"
FYSB
7'-6"4'-6"14'-6"
8'-6"
10'-0"
30'-0"
FYSB
5'-0"
FYSB 4'-0"SYSB4'-6"37'-0"4'-0"SYSBGARAGE 2
20'-0"
GARAGE 1
CARPORT 1
CARPORT 2
ENTRY
LAUNDRY
5'-0"10'-0"10'-0"7'-8"10'-4"7'-8"10'-4"35'-0"
PANTRY
PANTRY
BATH 1LAUNDRY
STORAGE
TRASH
STORAGE
UP
UP
FIRE
FIRE
W/D
10'-0"
30'-0"
FYSB
5'-0"
FYSB
ELEC
ELEC
26'-6"
10'-0"
30'-0"
10'-0"16'-1"4'-10"3'-0"1'-0"16'-1"3'-0"1
2'-0"2'-0"5'-0"
20'-0"
35'-0"5'-0"
W/D
5'-0"3'-6"
MICRO.
MICRO.
5'-0"3'-6"
20'-0"
20'-0"4'-6"25
16
1
25
16
16
56
16
56
39
39
2'-6"7.75"7.75"8.28FS8.53F
S
6.18FS8.70FSENTRY
9.17 FF
LIVING
9.17 FF
LIVING
9.17 FF AA4.1AA4.1B
A4.1
B
A4.1
2
45'-0"LOT4'-0"SYSB26'-6"
7'-6"37'-0"4'-0"SYSB1'-0"4'-6"14'-6"
8'-6"5'-0"10'-0"10'-0"
30'-0"
FYSB
30'-0"5'-0"
FYSB
7'-6"4'-6"14'-6"
8'-6"
10'-0"
30'-0"
FYSB
5'-0"
FYSB 45'-0"LOT4'-0"SYSB2'-8"37'-0"4'-0"SYSB2'-0"5'-0"7'-6"10'-4"7'-6"10'-4"10'-0"
30'-0"
FYSB
5'-0"
FYSB
26'-6"
10'-0"
30'-0"
10'-0"16'-1"4'-10"3'-0"1'-0"16'-1"3'-0"25
DRIVEWAY
DRIVEWAY
20'-0"LOT 8
BLOCK 536
FF. 9.17'
[N] DUPLEX
515 35TH STREET
PROPOSED FOOTPRINT
2,050 SF
PAD 8.09'
20'-0"
5'-0"
5'-0"9'-111
2"10'-0"10'-0"20'-0"20'-0"
5'-0"36TH STREET36TH STREET36TH STREET1
12
22
16
21
25
9
10
10
10
2
16
2
16
66
1
11
66
2
11
66
2
11
11
1
1
PLANTER
PLANTER
PLANTERPLANTER35'-0"
TANDEM PARKING
35'-0"
TANDEM PARKING6.85EG6.25EG6.28EG6.51EG10.23(E)TW10.13(E)TW6.03EG6.16EG6.17EG6.18EG6.15EG6.17EG9.08FS8.28FS8.28FS7.15EG10.61TW 10.23(N)TW10.61TW
.25:12
SLOPE
10.5% AVG.
SLOPE
10.5% AVG.
SLOPE10.13(N)TWBENCH P/A
P/ABENCH 7.75"9.17F
F
9.17FF7.5"8.70FS8.70F
S
2% AVG.
SLOPE
2% AVG.
SLOPE
1
6.72"6.28EG9.08F
S
6.72"6.72"6.72"6.72"6.40FS6.43"9.08FS6.43"6.43"6.43"6.43"
29
29
10.61TW
10.61TW10.61TW
10.61TWFIREFIREPLANTER7.5 FGPLANTER7.5 FG7.11EG9.82TW9.82TW8.86'FS9.20FS.25:12
SLOPE
.25:12
SLOPE
.25:12
SLOPE
9.08FS8.86'F
S9.20FS7.5"
35
35
66
19
38
38
28
28
ELEC
ELEC
11
11
9
20
20
16
16
16
A1.1
1/8"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
9.18.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E T1
hudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #2 09.18.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.CDP SUB. #1 08.08.18
SITE PLAN
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
NOT USED
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
SITE NOTES
1. FINISHED GRADE WITHIN 10 FEET OF THE NEW STRUCTURE/ADDITION
SHALL BE SLOPED A MINIMUM 2% AWAY FROM THE BUILDING FOR DRAINAGE
PURPOSES.
2. THE DISCHARGE OF ANY POLLUTANTS TO ANY STORM DRAINAGE SYSTEM
IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL
PARTICULATES, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER
GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES
SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER
OR STORM DRAIN SYSTEM.
3. PRESERVATION AND USE OF AVAILABLE NATURAL RESOURCES SHALL BE
ACCOMPLISHED THROUGH EVALUATION AND CAREFUL PLANNING TO MINIMIZE
NEGATIVE EFFECTS ON THE SITE AND ADJACENT AREAS. PRESERVATION OF
SLOPES, MANAGEMENT OF STORM WATER DRAINAGE AND EROSION
CONTROLS SHALL COMPLY WITH CGBS SECTION 4.106.
4. THE IRRIGATION SYSTEM IS DESIGNED TO PREVENT RUNOFF, LOW HEAD
DRAINAGE, OVERSPRAY, OR OTHER SIMILAR CONDITIONS WHERE IRRIGATION
WATER FLOWS ONTO NON-TARGETED AREAS, SUCH AS ADJACENT PROPERTY,
NON-IRRIGATED AREAS, HARDSCAPES, ROADWAYS OR STRUCTURES.
5. EXISTING AREA DRAINS TO REMAIN. UTILIZE EXISTING SUBSURFACE
DRAINAGE SYSTEM. ANY NEW AREA DRAINS SHALL BE CONNECTED TO
EXISTING SUBSURFACE DRAINAGE.
6. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK
ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.
7. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL
BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR
AN "A" LICENSED GENRAL ENGINEERING CONTRACTOR.
8. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5 FEET
AND FOR SHORING AND UNDERPINNING.
9. SEE SHEET A2.4 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS
SHEET INCLUDING EAVE DETAILS AND PROJECTION DISTANCES.
10. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE
& PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS.
11. ALL DIMENSIONS ARE TO FACE OF SHEATHING ( EXT. WALLS) OR FACE OF
STRUCTURE F.O.S.) TYP. U. N. O. ROUNDED TO THE NEAREST 1/ 8" - CONTACT
ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO
NOT SCALE PLANS.
PROJECT NORTHTRUE NORTH37°ALL ACCESSORY STRUCTURES WITHIN FRONT SETBACKS ARE LIMITED IN
HEIGHT TO 42" FROM EXISTING, PRECONSTRCUTINO GRADE.
1
20
KITCHEN
STAIRSDWRANGE
OVENREF.
DINING
SEATING
KITCHEN
STAIRS
DWRANGEOVENREF.
DINING
SEATING
BATH 1
TRASH
GARAGE 2
GARAGE 1
CARPORT 1
CARPORT 2
ENTRY
LAUNDRY
PANTRY
PANTRY
BATH 1LAUNDRY
STORAGE
TRASH
STORAGE
UP
UP
FIRE
FIRE
W/D
ELEC
ELEC
W/D
MICRO.
MICRO.
ENTRY
9.17 FF
LIVING
9.17 FF
LIVING
9.17 FF18'-6"4'-6"7'-6"
22'-0"1'-3"18'-3"3'-6"5'-0"17'-4"3'-2"9'-6"17'-6"7'-2"10'-4"7'-8"1'-2"6'-6"18'-6"4'-6"7'-6"
22'-0"1'-3"18'-3"3'-6"5'-0"17'-4"3'-2"9'-6"10'-4"7'-8"1'-2"6'-6"17'-6"7'-2"GARAGE
211 SF
GARAGE
211 SF
STORAGE
73 SF
MECH
4 SF
HAB
21 SF
HABITABLE
133 SF
HABITABLE
36 SFHAB
61 SF
HABITABLE
401 SF
HAB
9 SF
HAB
83 SF
HAB
9 SF
HAB
83 SF
HABITABLE
401 SF
HAB
61 SF
HABITABLE
36 SF
HABITABLE
133 SF
HAB
21 SF
MECH
4 SF
STORAGE
73 SF
OPEN VOLUME
300 SF
20'-8"14'-6"UNIT - AUNIT - BUNIT - AUNIT - BUP
STAIRS
STAIRS
DNUPDN
FIRE
FIRE
BATH 2
BATH 1
BATH 3
CLOSET
CLOSETCLOSET
LANDING
BEDROOM 1
BATH 1
CLOSET
BATH 2 BATH 3
BEDROOM 3
CLOSET
BEDROOM 2
LANDING
CLOSET
DECK
DECK
(12'-0" X 12'-0")
(11'-5" X 13'-8")
BEDROOM 2
(11'-5" X 13'-8")
BEDROOM 3
(12'-0" X 12'-0")
(12'-6" X 17'-8")
BEDROOM 1
(12'-6" X 17'-8")
2% AVG.
SLOPE
2% AVG.
SLOPE
HABITABLE
179 SF
HABITABLE
216 SF
HABITABLE
189 SF
DECK/ OPEN
VOLUME
33 SF
HAB
13 SF
HABITABLE
489 SF
HAB
8 SF
HAB
8 SF
HABITABLE
489 SF
HAB
13 SF
HABITABLE
189 SF
HABITABLE
179 SF
HABITABLE
216 SF
18'-6"1'-0"18'-6"1'-0"6'-2"6'-6"5'-10"5'-10"6'-6"6'-2"5'-0"
35'-0"3'-6"3'-9"26'-6"
7'-6"
27'-7"
32'-7"
26'-6"3'-6"35'-0"
5'-0"7'-6"
HAB
23 SF
2'-8"8'-9"HAB
23 SF
2'-8"8'-9"3'-9"32'-7"
27'-7"DECK/ OPEN
VOLUME
33 SFUNIT - AUNIT - BUNIT - AUNIT - BSTAIRS
DN
OUTDOOR
COVERED
CABANA
DINING
VIEW DECKFIRE OPEN
TO
BELOW
BONUS
STAIRS
DN
OUTDOOR
COVERED
CABANA
DINING
VIEW DECK
OPEN
TO
BELOW
BONUS
FIREDWICE
DWICE
REF
REF
WINE
WINE
MECH
MECH
DECK
125 SF
DECK
68 SF
DECK
7 SF
DECK
51 SF
DECK
186 SF
DECK
109 SF
DECK
61 SF
DECK
106 SF
DECK
8 SF
HABITABLE
169 SF
HAB
11 SF MECH
42 SF
MECH
42 SFDECK
7 SF
DECK
125 SF
DECK
68 SF
DECK
51 SF
DECK
186 SF
HAB
11 SF
DECK
109 SF
HABITABLE
169 SF
DECK
61 SF
DECK
106 SF
DECK
8 SF
15'-11"2'-1"2'-1"15'-11"7'-6"3'-0"11'-0"24'-0"11'-9"4'-6"5'-2"8'-2"3'-9"3'-9"3'-10"3'-10"8'-2"5'-2"11'-9"
13'-9"3'-6"
24'-0"
13'-0"
10'-11"2'-1"13'-9"3'-6"
11'-0"3'-0"7'-6"4'-4"
4'-4"16'-8"16'-8"17'-2"17'-2"16'-10"16'-10"4'-6"3'-2"3'-2"12'-4"12'-4"UNIT - AUNIT - BUNIT - AUNIT - BA1.2AREA TABULATION
LEVEL 2 AREA CALCULATIONSLEVEL 1 AREA CALCULATIONS
LEVEL 3 AREA CALCULATIONS
AREA TABULATIONS
DESCRIPTION
HABITABLE AREA:
LEVEL 1
GARAGE AREA:
TOTAL HABITABLE AREA:
LEVEL 2
EXTERIOR BALCONY AREA:
LEVEL 3
744 SF
1,117 SF
180 SF
2,041 SF
211 SF
LEVEL 1 0 SF
33 SF
721 SF
LEVEL 2
LEVEL 3
754 SFTOTAL BALCONY AREA:
OPEN VOLUME:
LEVEL 1 150 SF
33 SF
0 SF
LEVEL 2
LEVEL 3
REQUIRED/
ALLOWED
(2.0) 4,810 SF
BUILDABLE AREA:2,405 SF
15%/ 361 SFTOTAL OPEN VOLUME:183 SF
TOTAL (HABITABLE + GARAGE)2,252 SF
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.1/8"=1'-0"
PROPOSED
UNIT A
PROPOSED
UNIT B TOTAL
15%/ 361 SF
744 SF
1,117 SF
180 SF
1,488 SF
2,234 SF
360 SF
2,041 SF 4,082 SF
0 SF
33 SF
0 SF
66 SF
721 SF 1436 SF
754 SF 1508 SF
211 SF 422 SF
2,252 SF 4,504 SF
150 SF
33 SF
0 SF
183 SF
300 SF
66 SF
0 SF
366 SF
MECHANICAL:
STORAGE:
46 SF 46 SF 92 SF
73 SF 73 SF 146 SF
21
36th STREET2
LOT 8 BLOCK 536
2 STORY BUILDING
4 BED/ 2.5 BATH/ 2,143 SF
515 36TH ST.
NEWPORT BEACH, CA
EXISTING STRUCTURE - NOT A PART
EXISTING STRUCTURE - NOT A PART
EXISTING GANGWAY TO REMAIN 1
1
3
3
1
A1.3
1/8"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.DEMO PLAN
GENERAL DEMOLITION NOTES:
1. Site to be fenced at a height between 72 and 84 inches using
a chain link overlaid on the exterior with an opaque vinyl fence.
2. Topographic survey to be stamped and signed by a licensed
surveyor (or civil engineer with license number 33965 or lower),
as required per the Planning Division.
3. All debris shall be wet at time of handling to prevent dust.
4. Sewer line shall be capped.
5. All basement fills shall be clean and uniform.
6. Streets and sidewalks are to remain clean and free of any
obstructions.
7. Plans are to be stamped and signed by a licensed engineer
or architect. If plans done by a contractor, then contractor to sign
and indicate his or her license number (legibly).
8. Pedestrian canopy protection required if demolition is within
10 feet of public sidewalk.
9. Erosion control devices shall be available on-site between
October 15 and May 15.
10. Between October 15 and May 15, erosion control measures
shall be in place at the end of each working day whenever the
five-day probability of rain exceeds 30 percent. During the
remainder of the year, they shall be in place at the end of the
working day, whenever the daily rainfall probability exceeds 50
percent.
11. Temporary desilting basins, when required, shall be installed
and maintained for the duration of the project.
12. If the demolition is proposed within the Coastal Zone and
involves three or more dwelling units in one structure, or eleven
or more dwelling units located in two or more structures, please
meet with a planner to ensure compliance with the requirements
in Chapter 20.34 (Conversion or Demolition of Affordable
Housing) of the Zoning Code.
13. If the demolition is proposed within the Coastal Zone and
within the Categorical Exclusion Order (CEO) Area, a CEO
notice shall be sent to the Coastal Commission by a planner.
The CEO notice becomes effective after 25 business days,
unless called up for review by the Coastal Commission. Once
effective, a demolition permit can be issued. Please meet with a
planner to determine if property is eligible and to start the CEO
notification process.
14. If the demolition is proposed within the Coastal Zone and not
within the Categorical Exclusion Area, a Coastal Development
Permit (CDP) is required. Please meet with a planner to discuss
the application requirements for a CDP.
ADDITIONAL NOTES:
1. Remove all existing landscape, planters, hardscape,
wall, fences and existing concrete driveway where
necessary per site plan.
2. Remove existing 3,000 sq.ft. 4 bedroom, 4 bathroom
single family residence.
3. Protect existing wet and dry utilities on the lot. Notify gas
company to shut off gas to property.
PROJECT NORTHTRUE NORTH37°22
KITCHEN
STAIRSDWRANGE
OVENREF.
DINING
SEATING
KITCHEN
STAIRS
DWRANGEOVENREF.
DINING
SEATING45'-0"LOT4'-0"SYSB26'-6"
7'-6"37'-0"4'-0"SYSB1'-0"BATH 1
4'-6"14'-6"
8'-6"5'-0"10'-0"10'-0"
30'-0"
FYSB
TRASH
30'-0"5'-0"
FYSB
7'-6"4'-6"14'-6"
8'-6"
10'-0"
30'-0"
FYSB
5'-0"
FYSB 4'-0"SYSB4'-6"37'-0"4'-0"SYSBGARAGE 2
20'-0"
GARAGE 1
CARPORT 1
CARPORT 2
ENTRY
LAUNDRY
5'-0"10'-0"10'-0"7'-8"10'-4"7'-8"10'-4"35'-0"
PANTRY
PANTRY
BATH 1LAUNDRY
STORAGE
TRASH
STORAGE
UP
UP
FIRE
FIRE
W/D
10'-0"
30'-0"
FYSB
5'-0"
FYSB
ELEC
ELEC
26'-6"
10'-0"
30'-0"
10'-0"16'-1"4'-10"3'-0"1'-0"16'-1"3'-0"1
2'-0"2'-0"5'-0"
20'-0"
35'-0"5'-0"
W/D
5'-0"3'-6"
MICRO.
MICRO.
5'-0"3'-6"
20'-0"
20'-0"4'-6"25
16
1
25
16
16
56
16
56
39
39
2'-6"7.75"7.75"8.28FS8.53F
S
6.18FS8.70FSENTRY
9.17 FF
LIVING
9.17 FF
LIVING
9.17 FF AA4.1AA4.1B
A4.1
2
A2.1
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.LEVEL 1 FLOOR PLAN
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
NOT USED
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
PROJECT NORTHTRUE NORTH37°23
UP
STAIRS
STAIRS
DNUPDN
30'-0"
FYSB
5'-0"
FYSB
FIRE
FIRE
BATH 2
BATH 1
BATH 3
CLOSET
CLOSETCLOSET
LANDING
BEDROOM 1
BATH 1
CLOSET
BATH 2 BATH 3
BEDROOM 3
CLOSET
BEDROOM 2
LANDING
CLOSET
5'-0"
FYSB
29'-7"
44 4'-0"SYSB37'-0"4'-0"SYSB6'-2"5'-10"6'-6"DECK
DECK
6'-2"5'-10"6'-6"7'-6"4'-6"14'-6"
8'-11"26'-6"
5'-5"3'-6"
30'-0"
FYSB
29'-7"
7'-6"4'-6"14'-6"
8'-11"
12'-1"
26'-6"
8'-9"8'-9"5'-5"3'-6"45'-0"LOT4'-0"SYSB37'-0"4'-0"SYSB1'-0"16'-1"4'-10"3'-0"1'-0"16'-1"3'-0"2'-6"2'-6"2'-6"
2'-6"2'-6"2'-6"12'-1"8'-9"8'-9"
(12'-0" X 12'-0")
(11'-5" X 13'-8")
BEDROOM 2
(11'-5" X 13'-8")
BEDROOM 3
(12'-0" X 12'-0")
(12'-6" X 17'-8")
BEDROOM 1
(12'-6" X 17'-8")
5'-0"
5'-0"8"5'-6"12'-6"
12'-6"
7'-0"6'-6"4'-0"9'-3"3'-2"4'-11"7'-0"6'-6"4'-0"9'-3"3'-2"4'-11"3'-3"
3'-3"3'-6"13'-2"1'-6"3'-6"13'-2"1'-6"16
44
16
5'-6"8"44
44
16 AA4.1AA4.1B
A4.1
3'-0"
3'-0"
2
45
45
56
56
58
58
16
16
1
1
16
45
45
2% AVG.
SLOPE
2% AVG.
SLOPE
1
1
4"
4"
A2.2
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.LEVEL 2 FLOOR PLAN
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
NOT USED
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
PROJECT NORTHTRUE NORTH37°24
STAIRS
DN
30'-0"
FYSB
5'-0"
FYSB
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
4'-0"SYSB4'-0"SYSBOUTDOOR
COVERED
CABANA
DINING
VIEW DECKFIRE OPEN
TO
BELOW
BONUS
STAIRS
DN
OUTDOOR
COVERED
CABANA
DINING
VIEW DECK
OPEN
TO
BELOW
BONUS
FIRE13'-10"1'-3"30'-0"
FYSB
5'-0"
FYSB
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
13'-9"11'-0"
44
45'-0"LOT4'-0"SYSB37'-0"4'-0"SYSB12'-4"8"5'-10"6'-0"3RD FLR.ENCLOSEDSETBACK9'-0"4'-10"4'-0"SYSB37'-0"4'-0"SYSB7'-8"13'-10"4'-10"12'-4"5'-10"6'-0"3RD FLR.ENCLOSEDSETBACK1'-3"13'-9"11'-0"9'-0"
7'-10"5'-11"6'-0"3RD FLR.ENCLOSEDSETBACK6'-0"3RD FLR.ENCLOSEDSETBACKDWICE
DWICE
REF
REF
WINE
WINE
MECH
MECH4'-6"8'-10"3'-6"3'-0"7'-6"4'-6"2'-6"12'-0"3'-0"
3'-0"7'-6"4'-6"2'-6"12'-0"3'-0"5'-0"8'-10"3'-6"3'-6"8"3'-0"3'-0"2'-0"4'-6"8'-10"3'-6"2'-0"
16
44
16
44
16
44
2'-6"
2'-6"AA4.1AA4.1B
A4.1
26
26
45
45
44
45
58
68
16
44
45
58
68
16
55
1
55
38
38
19
19
2
1
7'-10"5'-11"
16
16
16
16
A2.3
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.LEVEL 3 FLOOR PLAN
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
NOT USED
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
PROJECT NORTHTRUE NORTH37°25
30'-0"
FYSB
5'-0"
FYSB
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
4'-0"SYSB4'-0"SYSBOUTDOOR
DINING
VIEW DECKFIRE
OUTDOOR
DINING
VIEW DECK
FIRE13'-10"10"30'-0"
FYSB
5'-0"
FYSB
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
15'-0"
3RD FLOOR ENCLOSED
SQ.FT. SETBACK
14'-2"11'-0"
44
45'-0"LOT4'-0"SYSB37'-0"4'-0"SYSB12'-4"8"5'-10"6'-0"3RD FLR.ENCLOSEDSETBACK9'-0"4'-10"4'-0"SYSB37'-0"4'-0"SYSB7'-8"13'-10"4'-10"12'-4"5'-10"6'-0"3RD FLR.ENCLOSEDSETBACK8'-3"5'-11"
10"14'-2"11'-0"9'-0"
8'-3"5'-11"6'-0"3RD FLR.ENCLOSEDSETBACK6'-0"3RD FLR.ENCLOSEDSETBACKMECH
MECH4'-6"8'-10"3'-6"3'-0"7'-6"4'-6"2'-6"12'-0"3'-0"
3'-0"7'-6"4'-6"2'-6"12'-0"3'-0"5'-0"8'-10"3'-6"3'-6"8"3'-0"3'-0"2'-0"4'-6"8'-10"3'-6"2'-0"
16
44
16
44
16
44
2'-6"
2'-6"AA4.1AA4.1B
A4.1 38.00 TR38.00 TR38.00
T
R38.00 TR36.33 TR36.33 TR36.33 TR36.33 TR36.33 TR36.33 TR3:12SLOPE3:12SLOPE3:12SLOPE3:12SLOPEMTL-5
MTL-5
MTL-5
MTL-5
48
48
48
HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D 32.17 TWHT. CERT. REQ'D
32.17 TWHT. CERT. REQ'D
32.17 TWHT. CERT. REQ'D 32.17 TWHT. CERT. REQ'D
32.17 TWHT. CERT. REQ'D 32.17 TWHT. CERT. REQ'D
16
55
55
1
1
1
2
2
A2.4
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.ROOF PLAN
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
NOT USED
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
PROJECT NORTHTRUE NORTH37°26
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
WD-1
STUC
WD-2
WD-1
GLS-1
STUC
GLS-1
MTL-1
STUC
MTL-2
STUC
GLS-1
WD-1
GLS-1
MTL-1
STN-2
GLS-1
MTL-1
MTL-1
GLS-1
MTL-1
GLS-2
WD-1
MTL-1
STUC
STUC
WD-1
GLS-1
GLS-2
GLS-1
MTL-1
MTL-1 32.17 TW32.17 TW33.00' T.O.R. MAX. ALLOWED FLAT ROOF 44
55
44
45
58
58
2
2
1
1
66
29
8
8
38
32 10.61' TW28'-10"9'-11"9'-7"9'-4"3'-6"23'-10"1'-8"3'-0"
35 36.33 TR36.33 TR38.00 TR38.00 TRHT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
44 32.17 TW42" MINABV. F.F.42" MINABV. F.F.42" MINABV. F.F.28
36
STUC
38.00' T.O.R. MAX.
33.00' T.O.R. MAX.
ALLOWED FLAT ROOF
ALLOWED SLOPE ROOF
52
52 52
52
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX.
WD-1
STUC
WD-2
WD-1
GLS-1
STUC
GLS-1
MTL-1
STUC
MTL-2
STUC
GLS-1
WD-1
GLS-1 STN-2
GLS-1
MTL-1
MTL-1
GLS-1
MTL-1
GLS-2
WD-1
MTL-1
STUC
STUC
WD-1
GLS-1
GLS-2
GLS-1
MTL-1
MTL-1
MTL-1
6
44
45
44
6 32.17 TW32.17 TW33.00' T.O.R. MAX.
8
29
8
2
1
2
1
67
3210.61' TW28'-10"9'-11"9'-7"9'-4"3'-6"23'-10"3'-6"3'-6"1'-8"3'-0"
38
3536.33 TR36.33 TR38.00 TR38.00 TR44
55
HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
ALLOWED FLAT ROOF
ALLOWED SLOPE ROOF
38.00' T.O.R. MAX.
33.00' T.O.R. MAX.
ALLOWED FLAT ROOF
ALLOWED SLOPE ROOF
52
52
52
52
28
A3.1
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
9.18.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E T1
hudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #2 09.18.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.CDP SUB. #1 08.08.18
WEST ELEVATION
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
ROOF EAVE PROJECTION, 30" MAX INTO SETBACKS
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
EAST ELEVATION
1
1
1
1
1
1 1
1
1
1
1
1
27
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED SLOPED ROOF
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED
STUC
MTL-1
GLS-2
STN-2
STUC
MTL-1
STN-2
GLS-1
GLS-2
STUC
MTL-1
STN-2
GLS-1
STUC
MTL-1
GLS-2
STN-2
STUC
MTL-1
STN-2
GLS-1
GLS-2
STUC
MTL-1
STN-2
GLS-1
STUC
STN-2
GLS-1 44
44
58
44
44
58
33.00' T.O.R. MAX. ALLOWED FLAT ROOF 33.00' T.O.R. MAX. ALLOWED FLAT ROOF
123
123 38.00 TR38.00 TR32.17 TW32.17 TW32.17 TW1 1
2
2
88
38 38
10.13' TW10.61' TW10.61' TW28'-10"9'-11"9'-7"9'-4"3'-6"23'-10"3'-6"36.33 TR36.33 TR36.33 TRHT. CERT. REQ'D
42" MINABV. F.F.42" MINABV. F.F.42" MINABV. F.F.42" MINABV. F.F.HT. CERT. REQ'D
HT. CERT. REQ'D
HT. CERT. REQ'D
52
52 52
52
GLS-1
STUC
WD-1
STUC
GLS-1
WD-2
GLS-2
STUC
WD-1
GLS-1
STUC
WD-1
STUC
GLS-1
WD-2
GLS-2
STUC
WD-1
STUC
MTL-3
WD-2
STUC
MTL-4
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED
44
STUC 38.00 TR38.00 TR32.17 TW32.17 TW33.00' T.O.R. MAX. ALLOWED FLAT ROOF33.00' T.O.R. MAX. ALLOWED FLAT ROOF
44
12
7
29
66
1
2
44
29
66
2
1
44
44
10.13 (E)TW10.23 (E)TW28'-10"9'-11"9'-7"9'-4"3'-6"3'-6"23'-10"36.33 TR36.33 TR36.33 TRHT. CERT. REQ'D HT. CERT. REQ'D
HT. CERT. REQ'D
4545
14
52
52
A3.2
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
9.18.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E T1
hudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #2 09.18.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.CDP SUB. #1 08.08.18
NORTH ELEVATION
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
ROOF EAVE PROJECTION, 30" MAX INTO SETBACKS
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
SOUTH ELEVATION
1
1
1
1
1 1
1
1
28
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED SLOPED ROOF
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
33.00' T.O.R. MAX. ALLOWED FLAT ROOF
28'-10"9'-11"9'-7"9'-4"23'-10"1
1
2
2
44
12
44
35
44
44
32
3'-0"
BED 1
1'-8"38 38.00 TR32.17 TW31.67 TW32.17 TW44
6
42
8'-10"8'-6"8'-0"VARIES9'-4"9'-9"BED 3
GARAGE
BONUS
BED 2STAIR/ LANDINGCLOSETBATH 1
LIVING/ DINING KITCHEN
WD-1
WD-1
WD-2
WD-1STUC STUC
MTL-5
WD-1
STN-2
STUC
WD-1
38 38.00 TRHT. CERT. REQ'D HT. CERT. REQ'D
HT. CERT. REQ'DHT. CERT. REQ'D
19
45
14
45
28
36
36
42" MINABV. F.F.42" MINABV. F.F.38.00' T.O.R. MAX.
33.00' T.O.R. MAX.
ALLOWED FLAT ROOF
ALLOWED SLOPE ROOF
52
52
DECK
CARPORT
52
52
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED SLOPED ROOF
9.17' LEVEL 1
19.08' LEVEL 2
28.67' LEVEL 3
38.00' T.O.R. MAX. ALLOWED
33.00' T.O.R. MAX. ALLOWED FLAT ROOF 33.00' T.O.R. MAX. ALLOWED FLAT ROOF
123 1231 1
2 238.00 TR38.00 TR32.17 TW32.17 TW44
8
44
8
43 43
43 43 28'-10"9'-11"9'-7"9'-4"23'-10"8'-8"8'-6"8'-10"ENTRY/ STAIRENTRY/ STAIR
PANTRY PANTRY
STAIR/ LANDING STAIR/ LANDING
BONUS BONUS
MTL-3MTL-3
STUC
WD-1
STUC
WD-1 36.33 TR36.33 TR36.33 TRHT. CERT. REQ'D HT. CERT. REQ'D
HT. CERT. REQ'DHT. CERT. REQ'D
42
42
42
4242" MINABV. F.F.42" MINABV. F.F.A4.1
1/4"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
9.18.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E T1
hudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #2 09.18.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.CDP SUB. #1 08.08.18
SECTION - B
KEYNOTES
MATERIALS
LEGEND
STONE FLOORING, PORTUGUESE LIMESTONESTN-1
WD-1
TRANSPARENT GLASSGLS-1
MTL-2
STN-2
TRANSPARENT TEMPERED GLASS, AT GUARDRAILSGLS-2
CON-1
INTEGRALLY COLORED SMOOTH TROWEL STUCCO, WHITESTUC
PLANTING AREA - REFER TO
LANDSCAPE PLANP/A
(N) CONCRETE WALL
BREAK METAL, PAINTED - 'KYNAR 500' TO MATCH WINDOWS
WD-3
VEGETATION/LANDSCAPING PER LANDSCAPE PLANVEG
(N) WALL
TRASH STORAGE AREA, SCREENED FROM STREET
A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION PER CITY
AREA OF OPEN VOLUME - SEE AREA CALCS SHEET A1.2
OUTDOOR FIRE PIT W/ DRAINAGE, +18" A.F.F.
PROPOSED MAILBOX LOCATION
ASPHALT ROOF SHINGLES, CLASS A, DARK GRAY COLORASPH
WOOD FLOORING / CEILING
STONE VENEER, SILVER TRAVERTINE
HARDSCAPE / PORCH / PATIO
(N) SEAWALL EXTENSION PER 'SW' DRAWINGS
PROPERTY LINE1
SETBACK
ROOF - MIN. CLASS 'A' FIRE RATED
BUILDING FOOTPRINT
EDGE OF ROOF/ CEILING (ABV/ BLW/ BYD AS OCCURS)
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
EDGE OF WALL (ABV/ BLW/ BYD AS OCCURS)
(E) WATER METER LOCATION (REF CIVIL & SURVEY DWGS)
FAU - PROVIDE GAS S. O., POWER, AND VENTING AS REQ'D. BY
MFGR. (CMC 904. 1)
STRUCTURAL COLUMN / BEAM PER STRUCTURAL
FF/ FS/ FG/ EG (ABOVE/ BELOW/ BEYOND AS OCCURS)
(E) CURB/ EDGE OF PAVEMENT
FIXED DATUM POINT/ BENCHMARK
CONTINUOUS RECESSED STRIP DRAIN - SEE CIVIL DWG'S
(E) GRADE
(N) FINISH GRADE/ FINISH SURFACE
GARAGE
CENTERLINE OF RIGHT OF WAY
WATER HEATER - TANK-LESS (ON DEMAND) WALL -MOUNT
+44" MIN., VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE GAS)
DOOR/ WINDOW PER SCHEDULE (ABV/ BLW/ BYD AS OCCURS)
WOOD DECK (ABV/ BLW/ BYD) O/ SLEEPERS O/ CONC BASE
42
43
EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS
44
(N) GATE - AS SELECTED
45
46
47
48
49
GARAGE DOOR & TRACK (ABV) - INSTALL PER MANUF. SPEC.
50
51
52
PROPOSED MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36"
CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY
LOCATION W/. SO. CA. EDISON
53
54
55
56
CABINETRY
(N) DRIVEWAY
PLANTING/SOFTSCAPE AREA - SEE LANDSCAPE PLANS
PAVERS - SEE LANDSCAPE PLANS
EXISTING / PROPOSED GAS METER LOCATION
OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED
BBQ, PROVIDE GAS AND ELEC. PER OWNER
BENCH, +18" A.F.F.
(N) DECORATIVE CHIMNEY SHROUD MODEL S11 BY
'AMERICAN CHIMNEY SHROUD.' UL LISTING (MH30042) & WH
LISTING (5091753). TERMINATE 2FT MINIMUM ABOVE
BUILDING PER CRC R1003.9
ROOF CRICKET, BUILT-UP AS REQUIRED
COUNTER, +36" A.F.F.
ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPES PER
CPC TABLES 11-1 AND 11-2
57
58
ROOF RIDGE/ VALLEY
59
60
ROOF PARAPET
COUNTER, +30" A.F.F.
STEEL UTILITY DOOR, VERIFY LOUVER REQUIREMENT
SKYLIGHT (ABV / BLW / BYD AS OCCURS) ICC-ES ESR 2415
61
RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE
62
63
WOOD SIDING, 7" JAMES HARDIE PLANK, ARTISAN V-GROOVE
KHAKI BROWN COLOR
CONCRETE FLOORING/DECKING
ADJACENT BUILDING
PLANTER AREA
COUNTER, +42" A.F.F.
EXTERIOR SIDING, PER ELEVATIONS
(E) UTILITY VAULT/BOX LOCATION (REF CIVIL & SURVEY DWGS)
EXTERIOR GUARDRAIL, MIN HEIGHT +42" A.F.F.
ROOF EAVE PROJECTION, 30" MAX INTO SETBACKS
DRAIN LINE, IN WALL/FROM ABV. REF. CIVIL DWGS.
NOT USED
(N) STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A
MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10".
PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS
THAN 1 FOOT CANDLE (CBC 1205.4)
34"-38" HIGH GUARDRAIL/ HANDRAIL @ STAIR
FRAMELESS TEMPERED/LAMINATED GLASS GUARDRAIL
PER CBC 2407. INSTALL PER MANUF. SPECS, ICCES-ESR-3269
PROVIDE (N) FAU, HEAT PER CRC R303.9
GAS FIREPLACE - 'MONTIGO' - ANSI Z21.50 / CSA 2.22-2014 AND
ANSI Z21.97 / CSA 2.41-2014. DIRECT VENT, SEALED
COMBUSTION, FIXED TREMPERED GLASS FRONT MODEL R520.
CERTIFICATE # 1455422
WD-2 WOOD SIDING, 2-3/4" VERTICAL RESYSTA, DARK GREY COLOR
MTL-1
STANDING SEAM ZINC METAL ROOF, CLASS "A", DARK GREY
W/ 16" CONTINUOUS PANS.
64
SETBACK AREA ALLOWED FOR MINOR STRUCTURES65
4 SIDED POLYGON USED TO ESTABLISH GRADE
66
FENCE / SITE WALL - 42" MAX. IN FRONT67
ADDITIONAL THIRD FLOOR SETBACK68
(E) FENCE / SITE WALL - 72" MAX. PROTECT IN PLACE.
MTL-3 STEEL GUARDRAIL, PAINTED - 'KYNAR 500' TO MATCH
WINDOWS
MTL-4 METAL DOOR, PAINTED - 'KYNAR 500'
SECTION - A 1
1
1
11
1
1
29
30
31
32
33
34
STONE
PAVERS
Echeveria derenbergii
Festuca glauca 'Elijah Blue'
Agave 'Blue Glow'
Euphoria tirucalli 'Sticks on Fire'
Cortaderia selloana 'Pumila'
Aloe 'Hercules'
BOTANICAL NAME COMMON NAME MATURE WIDTH
Painted Lady
Elijah Blue Fescue
Blue Glow Agave
Red Pencil Tree
Dwarf Pampas Grass
Hercules Aloe
<1'
1' - 2'
2' - 3'
3' - 5'
4' - 6'
10' - 15'
MATURE HEIGHT
<1'
<1'
1' - 2'
4' - 8'
4' - 6'
20' - 30'
GRAVEL
PLANTING SIZE
FLATS
1 GALLON
2 GALLON
5 GALLON
5 GALLON
24" BOX
A1.1
1/8"=1'-0"
SHEET NUMBER
PLOT DATE:
SCALE:
8.8.18R E S I D E N C EN E W P O R T B E A C H5 1 5 3 6 t h S T R E E Thudgins design group, inc.G U O laguna beach, ca, 92651
t: 949.322.7922
1107 south coast hwy
e: info@hudginsdesign.com
CDP SUB. #1 08.08.18
hudgins design group, inc, expressly reserves its common law copyright and other property rights in these drawings. These drawings are not to be reproduced, changed, or copied in any form or manner whatsoever nor are they to be assigned to any third party without first obtaining theexpressed written permission of hudgins design group, inc. The drawings and specifications remain the property of hudgins design group, inc. Copies of the drawings and specifications retained by the client may be utilized only for his or her use and for occupying the project for which theywere prepared, and not for the construction of any other project.LANDSCAPE PLAN
PROJECT NORTHTRUE NORTH37°35
(* )
(* )
NOTE :PMA Consulting, Inc.Consulting Structural Engineers28161 Casitas Ct., Laguna Niguel, CA 92677Phone: (714) 717-7542E-Mail: P.Petrov@PMA-BG.comREINFORCING THE EXISTINGSEAWALL/BULKHEAD LOCATED AT:515 36th StreetNewport Beach, CA 92663Mr. Jack Guo515 36th StreetNewport Beach, CA 92663SW-2 36