HomeMy WebLinkAbout20190530_Staff Report03/13/2018
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
May 30, 2019
Agenda Item No. 4
SUBJECT: The Milan Panic Family Trust Residence (PA2019-033)
Coastal Development Permit No. CD2019-013
SITE LOCATION: 2104 East Balboa Boulevard
APPLICANT: Hudgins Design Group, Inc.
OWNER: The Milan Panic Family Trust
PLANNER: Chelsea Crager, Associate Planner
949-644-3227., ccrager@newportbeachca.gov
LAND USE AND ZONING
General Plan: RS-D (Single-Unit Residential Detached)
Zoning District : R-1 (Single-Unit Residential)
Coastal Land Use Category: RSD-B (Single Unit Residential Detached) (6.0-9.9
DU/AC)
Coastal Zoning District: R-1 (Single-Unit Residential)
PROJECT SUMMARY
A coastal development permit (CDP) to demolish an existing single-family residence and
construct a new three-story, 14,273-square-foot, single-family residence with an 897-
square-foot garage and 8,559-square-foot subterranean basement. The project includes
hardscape, drainage, landscaping improvements, and accessory structures including a
swimming pool. The project also includes a reinforced bulkhead and height extension to
address coastal hazards protection. The proposed residence complies with all applicable
development standards including height, setbacks, and floor area limits. No deviations are
requested.
The subject property is bisected by the coastal permit jurisdiction boundary resulting in a
portion of the front patio accessory improvements and the bulkhead improvements being
within the California Coastal Commission’s permit jurisdiction and requiring their review. This
Coastal Development Permit is intended to cover portions of the project within the City’s
permit authority as designated in the Local Coastal Program (Title 21 of the Newport Beach
Municipal Code).
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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. CD2019-013 (Attachment No. ZA 1).
DISCUSSION
Land Use and Development Standards
The subject property is located in the R-1 Coastal Zoning District, which provides for
single-unit residential development and is consistent with the City’s Coastal Land
Use Plan, General Plan, and Zoning Code. A coastal development permit is required
and the property is not eligible for a waiver for de minimis development because the
property is located in the Coastal Commission Appeal Area.
The property currently consists of one legal lot developed with a single-family
residence. The neighborhood is predominantly developed with two- and three-
story, single-family residences. The proposed design, bulk, and scale of the
development is consistent with the existing neighborhood pattern of development
and expected future developm ent consistent with applicable development
standards.
The proposed single-family dwelling 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) 0 feet 0 feet
Front (water) 30 feet 30 feet
Sides 4 feet 4 feet
Allowable Floor Area (max.) 19,408 square feet 15,170 square feet
Allowable 3rd Floor Area (max.) 1,455 square feet 1,356 square feet
Open Space (min.) 1,455 square feet 3,182 square feet
Parking (min.) 3-car garage 3-car garage
Height (max.) 24-foot flat roof
29-foot sloped roof
24-foot flat roof
29-foot sloped roof
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Hazards
The property fronts the Newport Bay and is a private waterfront parcel. The project
site is protected by an existing seawall with the top of the bulkhead at elevation 8.55
feet North American Vertical Datum of 1988 (NAVD 88). The existing bulkhead does
not have noticeable signs of distress, however it is required to be repaired and raised.
The site is also vulnerable to flooding from the adjacent street ends and other low-
lying properties that will need to be protected in the future. The project proposes to
reinforce the existing wall and add a cap that will bring the height to 10.6 feet (NAVD
88). No development is proposed bayward of the existing seawall.
A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA
Consulting, Inc. dated March 27, 2019, for the project. The maximum bay water
elevation is 7.7 feet (NAVD 88) and may exceed the current 8.55 feet (NAVD 88)
top of bulkhead elevation during high tide or storm events. The report analyzes
future sea level rise scenarios assuming a 2.9-foot increase in the maximum water
level over the next 75 years (i.e. the life of the structure). Therefore, the sea level
is estimated to reach approximately 10.6 feet (NAVD 88) (the likely range for sea
level rise over 75-year design life of the structure based on low risk aversion
estimates for sea level rise provided by the State of California, Sea Level Rise
Guidance: 2018 Update). Once the existing seawall/bulkhead is reinforced and
raised per the report’s recommendations, flooding, wave run-up, and erosion will
not significantly impact this property over the proposed 75-year economic life of
the development. The report concludes that the proposed project will be safe from
flooding hazards for the next 75 years with the reinforced/capped bulkhead.
Therefore, the project has been conditioned to raise or cap the bulkhead up to 10.6
feet (NAVD 88).
The finished first floor elevation of the proposed single-family residence is 11.0 feet
(NAVD 88), which complies with the minimum 9.0 feet (NAVD 88) elevation
standard. The Coastal Hazard Report concludes that the bay water elevation
(currently 7.7 feet NAVD 88) will not exceed the proposed finished floor elevation
for the anticipated 75-year life of the structure.
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
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need to be satisfied prior to final building inspection, and prior to the issuance of
building permits, respectively.
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 a building permit. 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
The property fronts the Newport Bay. Pursuant to NBMC Section 21.35.030
(Construction Pollution Prevention Plan), a Construction Pollution Prevention Plan
(CPPP) is required to implement temporary Best Management Practices (BMPs)
during construction to minimize erosion and sedimentation and to minimize pollution
of runoff and coastal waters derived from construction chemicals and materials. A
CPPP has been prepared and included in the plan sets for review and approval prior
to the issuance of construction permits. Construction plans and activities will be
required to adhere to the approved CPPP.
Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because
of the site’s proximity to the water and because the development contains more than
75 percent of impervious surface area, a Water Quality and Hydrology Plan
(WQHP/WQMP) was prepared by John Dinh Tran of JT Consulting Engineers, dated
May 8, 2018. The final WQHP/WQMP will be required to be reviewed and approved
by the City’s Engineer Geologist prior to building permit issuance. The
WQHP/WQMP includes a polluted runoff and hydrologic site characterization,
treatment control BMPs, use of a low-impact development approach and bioretention
system to retain the design storm runoff volume on-site, and documentation of the
expected effectiveness of the proposed BMPs. Construction plans will be required to
comply with the approved WQHP/WQMP prior to the issuance of building permits.
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 runoff and minor rain event runoff on-site.
Any water not retained on-site is directed to the City’s storm drain system.
Public Access and Views
The project site is located between the nearest public road and the sea or shoreline.
Implementation Plan Section 21.30A.040 requires that the provision of public access
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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 located on an R-1 lot with a new single-family residence. Therefore,
the project does not involve a change in land use, density or intensity that will result
in increased demand on public access and recreation opportunities. Furthermore,
the project is designed and sited (appropriate height, setbacks, etc.) so as not to
block or impede existing public access opportunities.
The project site is not located adjacent to a coastal view road, public access way, or
Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal
viewpoint is West Jetty View Park and is not visible from the site. The proposed
single-family residence complies with all applicable Local Coastal Program (LCP)
development standards and maintains a building envelope consistent with the
existing neighborhood pattern of development. Additionally, the project does not
contain any unique features that could degrade the visual quality of the coastal zone.
Vertical access to the bay and beach is available at street ends throughout the
Balboa Peninsula, including K Street approximately 650 west of the subject property.
Lateral access is available on the beach on the south side of the Balboa Peninsula.
The project does not include any features that would obstruct access along these
routes.
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.
Class 3 exempts the demolition of up to three single-family residences and additions of
up to 10,000 square feet to existing structures. The proposed project consists of the
demolition of one single-family residence and the construction of a new 15,170-square-
foot single-family residence and 8,559-square-foot subterranean basement.
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 Municipal Code. Additionally, the item appeared on the agenda for this
meeting, which was posted at City Hall and on the City website.
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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
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03/13/2018
Attachment No. ZA 1
Draft Resolution
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05-15-2018
RESOLUTION NO. ZA2018-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2019-013 TO DEMOLISH AN
EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A
NEW THREE-STORY, SINGLE-FAMILY RESIDENCE INCLUDING
A BASEMENT AND ATTACHED GARAGE LOCATED AT 2104
EAST BALBOA BOULEVARD (PA2019-033)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Hudgins Design Group, Inc., with respect to property located
at 2104 East Balboa Boulevard, requesting approval of a coastal development permit.
2. The lot at 2104 East Balboa Boulevard is legally described as Parcel 2 of Page 47 in
Parcel Book 13.
3. The applicant requests a coastal development permit to demolish an existing single-
family residence and construct a new three-story, 14,273-square-foot, single-family
residence with an 897-square-foot garage and 8,559-square-foot subterranean basement.
The project includes hardscape, drainage, landscaping improvements, and accessory
structures including a swimming pool. The project also includes a reinforced bulkhead and
height extension for coastal hazards protection. The proposed residence complies with all
applicable development standards including height, setbacks, and floor area limits. No
deviations are requested.
4. The subject property is bisected by the coastal permit jurisdiction boundary resulting in
a portion of the property within the California Coastal Commission’s permit jurisdiction.
This Coastal Development Permit is intended to cover portions of the project wi thin the
City’s permit authority as designated in the certified Local Coastal Program (LCP) (Title
21 of the Newport Beach Municpal Code).
5. The subject property is designated RS-D (Single-Unit Residential Detached) by the
General Plan Land Use Element and is located within the R-1 (Single-Unit Residential)
Zoning District.
6. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is RSD-B (Single Unit Residential Detached) (6.0-9.9 DU/AC) and it is located
within the R-1 (Single-Unit Residential) Coastal Zone District.
7. A public hearing was held on May 30, 2019, 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.
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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
Conversion of Small Structures), because it has no potential to have a significant effect
on the environment.
2. Class 3 exempts the demolition of up to three single-family residences and additions of
up to 10,000 square feet to existing structures. The proposed project consists of the
demolition of one single-family residence and the construction of a new 15,170-square-
foot single-family residence and 8,559-square-foot subterranean basement.
3. The exceptions to this categorical exemption under Section 15300.2 are not applicable.
The project location does not impact an environmental resource of hazardous or critical
concern, does not result in cumulative impacts, does not have a significant effect on the
environment due to unusual circumstances, does not damage scenic resources within
a state scenic highway, is not a hazardous waste site, and is not identified as a historical
resource.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 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 19,408 square feet and the proposed floor
area is 15,170 square feet.
b. The proposed development provides the minimum required setbacks, which are 0
feet along the front property line abutting Balboa Boulevard, 4 feet along each side
property line and 30 feet along the front property line on the waterfront.
c. The highest guardrail is less than 24 feet from established grade (11.42 feet North
American Vertical Datum of 1988 [NAVD 88]) and the highest ridge is no more than
29 feet from established grade, which com ply with the maximum height
requirements.
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d. The project includes garage parking for a total of three vehicles, complying with the
minimum two-/three-car garage parking requirement for single-family residences
with more than 4,000 square feet of habitable floor area.
2. The neighborhood is predominantly developed with two- and three-story, single-family
residences. The proposed design, bulk, and scale of the development is consistent with
the existing neighborhood pattern of development.
3. The property fronts the Newport Bay and is a private waterfront parcel. The project site is
protected by an existing seawall with the top of the bulkhead at elevation 8.55 feet (NAVD
88). The existing bulkhead does not have noticeable signs of distress, however it is
required to be repaired and raised. The site is also vulnerable to flooding from the
adjacent street ends and other low-lying properties that will need to be protected in the
future. The project proposes to reinforce the existing wall and add a cap that will bring the
height to 10.6 feet (NAVD 88). No development is proposed bayward of the existing
seawall.
4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA
Consulting, Inc. dated March 27, 2019, for the project. The current maximum bay water
elevation is 7.2 feet (NAVD 88) and may exceed the existing 7.7 feet (NAVD 88) top of
bulkhead elevation during high tide or storm events. The report analyzes future sea level
rise scenarios assuming a 2.9-foot increase in the maximum water level over the next
75 years (i.e. the life of the structure). Therefore, the sea level is estim ated to reach
approximately 10.6 feet (NAVD 88) (the likely range for sea level rise over 75-year
design life of the structure based on low risk aversion estimates for sea level rise
provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the
existing seawall/bulkhead is reinforced and raised per the report’s recommendations,
flooding, wave run-up, and erosion will not significantly impact this property over the
proposed 75-year economic life of the development. The report concludes that the
proposed project will be safe from flooding hazards for the next 75 years with the
reinforced/capped bulkhead. Therefore, the project has been conditioned to raise or cap
the bulkhead up to at least 10.6 feet (NAVD 88).
5. The finished floor elevation of the proposed single-family residence/condominiums is
11.0 feet (NAVD 88), which complies with the minimum 9.00 -foot (NAVD 88) elevation
standard. The Coastal Hazard Report concludes that the bay water elevation (currently
7.7 feet NAVD 88) will not exceed the proposed seawall protecting the single-family
residence at elevation 10.6 feet (NAVD 88) for the anticipated 75-year life of the
structure.
6. 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
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to be satisfied prior to final building inspection, and prior to the issuance of building permits,
respectively.
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 that
outlines temporary Best Management Practices (BMPs) to be implemented during
construction to minimize erosion and sedimentation, and to minimize pollution of runoff
derived by construction chemicals and materials.
9. The project design 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.
10. The property fronts the Newport Bay. Pursuant to NBMC Section 21.35.030 (Construction
Pollution Prevention Plan), a Construction Pollution Prevention Plan (CPPP) is required to
implement temporary Best Management Practices (BMPs) during construction to minimize
erosion and sedimentation and to minimize pollution of runoff and coastal waters derived
from construction chemicals and materials. A CPPP has been prepared and included in
the plan sets for review and approval prior to the issuance of construction permits.
Construction plans and activities will be required to adhere to the approved CPPP.
11. Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the
site’s proximity to the water and because the development contains more than 75 percent
of impervious surface area, a Water Quality and Hydrology Plan (WQHP/WQMP) was
prepared by John Dinh Tran of JT Consulting Engineers, dated May 8, 2018. The final
WQHP/WQMP will be required to be reviewed and approved by the City’s Engineer
Geologist prior to building permit issuance. The WQHP/WQMP includes a polluted runoff
and hydrologic site characterization, treatment control BMPs, use of a low-impact
development approach and bioretention system to retain the design storm runoff volume
on-site, and documentation of the expected effectiveness of the proposed BMPs.
Construction plans will be required to comply with the approved WQHP/WQMP prior to the
issuance of building permits.
12. Proposed landscaping complies with Implementation Plan Section 21.30.075. A
condition of approval is included that requires drought-tolerant species. Prior to issuance
of building permits, the final landscape plans will be reviewed to verify invasive species
are not planted.
13. The project site is not located adjacent to a coastal view road, public access way, or
coastal viewpoint as identified in the Coastal Land Use Plan. The nearest coastal
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viewpoint is West Jetty View Park and is not visible from the site. The proposed single-
family residence complies with all applicable Local Coastal Program (LCP) development
standards and maintains a building envelope consistent with the existing neighborhood
pattern of development. Additionally, the project does not contain any unique features
that could degrade the visual quality of the coastal zone.
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.
Implementation Plan Section 21.30A.040 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 located on an R-1 lot with a new single-family residence. Therefore, the project
does not involve a change in land use, density or intensity that will result in increased
demand on public access and recreation opportunities. Furthermore, the project is
designed and sited (appropriate height, setbacks, etc.) so as not to block or impede
existing public access opportunities.
2. Vertical access to the bay and beach is available at street ends throughout the Balboa
Peninsula, including K Street approximately 650 west of the subject property. Lateral
access is available on the beach on the south side of the Balboa Peninsula. The project
does not include any features that would obstruct access along these routes.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2019-013, 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.
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PASSED, APPROVED, AND ADOPTED THIS 30TH DAY OF MAY, 2019.
_____________________________________
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. Prior to finalization of building permits for the new residence, the existing bulkhead or
similar flood protection improvement shall be raised or replaced to pro vide a minimum
elevation of 10.6 feet (NAVD 88). All improvements shall occur landward of the existing
bulkhead.
3. Prior to final building permit inspection, 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 to address the
threat of damage or destruction from waves, erosion, storm conditions, landslides,
seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the
property, or development of the property, today or in the future. The agreement shall be
binding against the property owners and successors and assigns.
4. 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. This letter shall be scanned into the plan set prior to building permit issuance.
5. 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, the beach,
wetlands or their buffers. No demolition or construction materials shall be stored on
public property.
6. This approval does not authorize any new or existing improvem ents (including
landscaping) on State tidelands, public beaches, or the public right -of-way.
7. This Coastal Development Permit does not authorize any development seaward of the
private property.
8. The applicant is responsible for compliance with the Migrator y Bird Treaty Act. 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 occu r inside the peak nesting
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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.
9. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall
be implemented prior to and throughout the duration of construction activity as
designated in the Construction Erosion Control Plan.
10. 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.
11. 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 p roject. Stock piles 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.
12. 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.
13. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new coastal development permit.
14. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
15. 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.
16. 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
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Zoning Administrator Resolution No. ####
Page 9 of 10
05-15-2018
to property or improvements in the vicinity or if the prop erty is operated or maintained
so as to constitute a public nuisance.
17. Prior to the issuance of building permits, the applicant shall submit a final construction
erosion control plan. The plan shall be subject to the review and approval by the Building
Division.
18. Prior to the issuance of building permits, the applicant shall submit a final drainage and
grading plan. The plan shall be subject to the review and approval by the Building
Division.
19. Prior to the issuance of 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.
20. 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 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.
21. Prior to the issuance of building permits, the final WQHP/WQMP shall be reviewed and
approved by the Building Division. Implementatio n shall be in compliance with the
approved CPPP and WQHP/WQMP and any changes could require separate review
and approval by the Building Division.
22. 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.
23. All landscape materials and irrigation systems shall be maintained in accordance 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 irrigation systems shall
be kept operable, including adjustments, replacements, repairs, and cleaning as part of
regular maintenance.
24. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative
costs associated with the processing of this application to the Planning Division.
25. 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.
26. This Coastal Development Permit No. CD2019-013 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
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Zoning Administrator Resolution No. ####
Page 10 of 10
05-15-2018
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
27. 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 The Milan Panic Family Trust Residence including, but not limited to, Coastal
Development Permit No. CD2019-013 (PA2019-033). 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.
17
03/13/2018
Attachment No. ZA 2
Vicinity Map
18
03/13/2018
VICINITY MAP
Coastal Development Permit No. CD2019-013
PA2019-033
2104 East Balboa Boulevard
Subject Property
19
03/13/2018
Attachment No. ZA 3
Project Plans
20
COLOR/FINISH SYMBOLINTERIOR ELEVATION2FIGURE NUMBERBA8CDSHEET NUMBERA2A8SECTION NUMBERSHEET NUMBERDETAIL NUMBERMTL-1EDIRECTION INDICATOR7REFERENCE GRID LINE5KEYNOTEAWINDOW SYMBOL6DOOR SYMOBLAPLUMBING FIXTUREAPLUMBING ACCESSORYAEQUIPMENT LOCATIONPROJECT ADDRESS2104 EAST BALBOA BLVD, NEWPORT BEACH, CA, 92661LEGAL DESCRIPTIONTHOSE PORTIONS OF TRACT NO. 756, AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 23, PAGES7 AND 8 OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTYPROJECT DESCRIPTIONDEMO (E) HOUSE AND BUILD NEW 18,953 SQ.FT SFR, 3,662 SQ.FT. 6-CAR GARAGE AND 1,113 SQ.FT. OF MECH. NEW HARDSCAPE, LANDSCAPE, POOL, SPA, A.C, FIREPIT, BBQ, REFLECTING POND AND SITE WALLS. REINFORCE (E) SEAWALLCODE ANALYSISCODE2016 CBC, CRC, CMC, CEC (Electrical), CPC, CGBS, CEC (Energy) & LOCAL CITY ORDINANCES.CONSTRUCTION TYPEVBOCCUPANCYR-3, U-1ZONERL -LOW DENSITY RESIDENTIALSTORIES3 + BASEMENTFIRE SPRINKLERYES, PER SECTION R313.2ZONING STANDARDSDESCRIPTIONREQUIRED/ALLOWEDPROPOSEDCONFORMS (YES/NO)USER1 (SETBACK MAP S-2G)LOW RESIDENTIAL LOW RESIDENTIAL YESYESR1 (SETBACK MAP S-2G)ZONE5,000 SFYES13,634 SFLOT SIZE9,704 SF7,307SFBUILDABLE AREAYES50'-0"YES53'-7"LOT WIDTH (AVG.)MAX. BUILDING HEIGHTMAX. STORIESFRONT YARD SETBACK24'-0" (FLAT), 29'-0"(PITCH)NA0'-0"29'-0"YES3 + BASEMENTYES1/4"YESYESSIDE YARD SETBACK (N)SIDE YARD SETBACK (S)4'-0"4'-0"YES4'-0"4'-0"YESREAR YARD SETBACK30'-0"30'-2"OPEN SPACE 15% = 2,911 SF3,182 SFYESYESPROJECT AREAS (Gross Sq. Ft.)LEVEL BGARAGEHABITABLETOTAL2,765 8,56001,2466,9096,9051,356TOTAL3,66218,95323,729APN048 240 36YESN/A254'-10"LOT DEPTH (AVG.)19,408 SF9,704MAX GROSS SFLEVEL 1LEVEL 2LEVEL 35,6386,8375,2328970MECH.562711,113370110LANDSCAPE AREA1,451 SFHUDGINS DESIGN GROUP, INC, hereby expressly reserves its common law copy right and other property rights in these plans. These plans are not to be reproduced, copied or changed in any form or manner whatsoever, not are they to be assigned to any third party without first obtaining the expressly written permission and consent of HUDGINS DESIGN GROUP, INC. 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. Field verify all dimensions and conditions. 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. Erect and install all work to be level, plumb, square, true and in proper alignment.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. 17. The Contractors are responsible for site review and verification of all quantities of materials required to complete the installation.18. Separate reviews, approvals and permits are required for grading, accessory buildings and structures, signs, trash enclosures, block walls, retaining walls not supporting the building, and demolition work. Contact city for procedural information.19. 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.20. 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.21. The requirements of the 2016 edition of the California Building Code and 2016 California Residential Code (Title 24) have been taken in consideration.22. All new utilities will be underground to nearest utility pole.23. 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.24. Licensed civil engineer 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.25. The plans shall comply with the 2016 California Codes. CBC, CRC, CPC, CMC, CEC and CGBS, 2013 CEES and all applicable Local codes and ordinances.26. Project shall comply with NPDES, SUSMP and BMP requirements.27. Contact dig alert.28. Structural observations by design engineer.29. 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.30. 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 2603.831. 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. 2304.11.2.232. 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 AF&PA Technical Report No. 7.33. Provide house street number visible and legible from the street with a minimum size of 4" high and 1" wide (per CRC R319).1. THE PROPOSED RESIDENTIAL CONSTRUCTION SHALL SUBSTANIALLY CONFORM TO THE PLANNING DIVISIONS APPROVED EXHIBITS, INCLUDING THE MATERIAL BOARD AS CONTAINED IN SINGLE FAMILY PERMIT CASE NO.2. THE APPLICANT SHALL ACKNOWLEDGE THAT ANY OR ALL PROPOSED MODIFICATIONS TO THE APPROVED PROJECT OR CONDITIONS OF APPROVAL SHALL FIRST BE APPROVED BY THE CITY.3. THE APPROVED RESIDENTIAL PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE CITY ORDINANCES, GUIDELINES, AND OTHER REQUIREMENTS IN EFFECT AT THE TIME OF BUILDING PERMIT ISSUANCE.4. PRIOR TO OCCUPANCY OF THE RESIDENCE, ALL POOL AND MECHANICAL EQUIPMENT SHALL BE ARCHITECTURALLY SCREENED BY WALLS FROM THE VIEW OF SURROUNDING PROPERTIES AND PUBLIC RIGHT-OF-WAY(S). THE SCREENING WALL MATERIAL(S), COLOR(S), AND TEXTURE(S) SHALL MATCH THE RESIDENCE OR PERIMETER WALL. MECHANICAL EQUIPMENT SHALL NOT BE LOCATED IN THE FRONT SETBACK AREA.5. WALLS SHALL NOT EXCEED THREE FEET IN HEIGHT IN THE 25'-0" FRONT SETBACK AND 6 FEET HEIGHT ELSEWHERE ON THE SITE, AS MEASURED FROM FINISH GRADE ADJACENT TO THE WALL. WALL PILASTERS SHALL NOT EXCEED 66" IN HEIGHT. ALL WALLS SHALL BE ARCHITECTURALLY TREATED TO BE COMPATIBLE WITH THE RESIDENCE; ARCHITECTURAL TREATMENT SHALL OCCUR ON BOTH SIDES OF ALL PERIMETER WALLS.6. A POOL OR SPA SHALL NOT BE LOCATED CLOSER THAN 5 FEET TO THE SIDES AND REAR PROPERTY LINES, AS MEASURED FROM THE PROPERTY LINE TO THE WATER LINE.7. ALL ROOF VENTS AND PLUMBING STACKS SHALL BE ROUTED TO THE SIDES AND/OR REAR OF THE HOUSE SO AS TO NOT BE SEEN FROM THE FRONT STREET ELEVATION. ALL VENTS AND STACKS SHALL BE OF A COLOR COMPATIBLE WITH THE PLANNING APPROVED BUILDING COLOR(S) AND HAVE NON-REFLECTIVE SURFACES.8. ALL ON SITE UTILITY SERVICES SHALL BE INSTALL UNDERGROUND AS SPECIFIED IN THE MUNICIPAL CODE.9. PRIOR TO OCCUPANCY OF THE RESIDENCE, ALL REQUIRED LANDSCAPING SHALL HAVE AN AUTOMATIC IRRIGATION SYSTEM.10. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED WITH THE CITY.11. BUILDING DESIGN IS BASED ON TYPE V CONVENTIONAL FRAMING PROVISIONS OF THE 2013 CRC12. THE STRUCTURAL DESIGN AND DETAILS FULLY CONFORM TO ALL APPROPRIATE REQUIREMENTS OF THIS CODE, THE CALIFORNIA RESIDENTIAL CODE (R301.1.3 CRC)13. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. (CRC R105.3.2)14. 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) DEFERRED SUBMITTALS FOR ANY ELEMENT OF A SINGLE FAMILY DWELLING, EXCEPT FIRE SPRINKLERS, SHALL NOT BE ALLOWED. ALL BUILDING ELEMENTS SHALL BE SUBMITTED AND REVIEWED AS A PART OF THE PLAN REVIEW PROCESS PRIOR TO ANY PERMIT ISSUANCE- POOL, SPA, BBQ, FIREPIT(S), WATER FEATURE- BLOCK WALLS (OVER 30" IN HEIGHT)-EXTERIOR LIGHTING- SOLAR PANELS- FIRE SPRINKLER- STRUCTURAL OBSERVATION IS REQUIRED. SEE SHEET S-0. A.B. ANCHOR BOLT ABV. ABOVEA.C. ASPHALT CONCRETE A.F.F. ABOVE FINISH FLOOR AL ALUMINUM ALT ALTERNATE APP APPROXIMATE ARCH ARCHITECTURAL BD BOARD BLW BELOW BET BETWEENBLDG BUILDING BM BEAM BOT BOTTOM BYN BEYONDBW BOTH WAYS C.J. CEILING JOISTS C.M.U. CONCRETE MASONRY UNITS C.O. CLEAR OPENINGCAB CABINETCLG 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 DOWNDR DOOR DWG DRAWINGDWR DRAWER E.N. EDGE NAIL(ING) E.W. EACH WAYEA EACH ELEC ELECTRIC, ELECTRICAL ELEV ELEVATION E.I.F.S. EXTERIOR INSULATION AND FINISH SYSTEM EQ EQUAL EQUIP EQUIPMENT ESMT EASMENTEXH 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 STUDFRMG FRAMINGFDN FOUNDATION FIN FINISH FLR FLOORFT FOOT FTG. FOOTING GA GAUGE GALV GALVINIZEDGAR GARAGE GFF GARAGE FINISH FLOORG.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 DOWNHDW HARDWARE HR HOURHT HEIGHTHRT. HEATERI.D. INSIDE DIAMETERIN INCHINS. INSULATIONINT. INTERIORJAN. JANITORJT. JOINTKIT. KITCHENL. LENGTHFLR FLOORFT FOOT FTG. FOOTING GA GAUGE GALV GALVINIZEDGAR GARAGE GFF GARAGE FINISH FLOORG.F.I. GROUND FAULT INTERRUPTOR 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 DOWNHDW HARDWARE HR HOURHT HEIGHTHRT. HEATERI.D. INSIDE DIAMETERIN INCHINS. INSULATIONINT. INTERIORJAN. JANITORJT. JOINTKIT. KITCHENL. LENGTHLAV. LAVATORYM.C. MEDICINE CHESTM.O. MASONRY OPENINGMAS. MASONRYMAX. MAXIMUMMECH. MECHANICALMED. MEDIUMMFG. MANUFACTURERMIN. MINIMUMMISC. MISCELLANEOUSMTD MOUNTEDMTL. METAL[N] NEWN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALENAT. NATURALO.C. ON CENTERO.D. OUTSIDE DIAMETEROPN. OPENINGOPP OPPOSITEP/A PLANTING AREAP.S.I. POUNDS / SQUARE INCHPL. PLATEPLAS PLASTERPLY PLYWOODPOL POLISH, POLISHEDPR. PAIRPT. PAINTR RADIUS, RAFTERR.D. ROOF DRAINR.O. ROUGH OPENINGR.R. ROOF RAFTERR.S. ROUGH SAWNRA RETURN AIRREQ REQUIREDRI RISERRM ROOMR.O.W. RIGHT OF WAYS STAINLESSS.C. SOLID CORESCH. SCHEDULESECT. SECTIONSH SHELFSHTG SHEATHINGSHWR SHOWERSIM SIMULARSPEC SPECIFICATIONSSQ SQUAREST. STREETSTD STANDARDSTL STEELSTN STONESTUC STUCCOSTRUCT STRUCTURALSYM SYMMETRICALT&B TOP AND BOTTOMT&G TOUNGE AND GROOVET TREAD, TEMPERED GLASSTC TOP OF CONCRETE / CURB / CHIMNEYTD TOP OF DECKTP TOP OF PLATETT TOP OF TRELLISTR TOP OF ROOFTRAIL TOP OF HANDRAILTW TOP OF WALLTEL TELEPHONETHK THICKTYP TYPICALU.N.O. UNLESS NOTED OTHERWISEUR URINALV.T. VINYL TILEV.T.R. VENT THROUGH ROUGHW WIDE, WIDTHW/ WITHW.C. WATER CLOSET, WALL COVERINGWD WOODWP WATERPROOFW.R. WATER RESISTANTDESIGNER HUDGINS DESIGN GROUP, INC.1107 SOUTH COAST HWY.LAGUNA BEACH, CA 92651P. 949.322.7922SURVEY TOAL ENGINEERING139 AVENDIA NAVARRO,SAN CLEMENTE, CA 92672P. 949.492.8586SHORING PMA CONSULTING, INC.28161 CASITAD CT.LAGUNA NIGUEL, CA, 92677P. 714.717.7542GEOTECH EGA CONSULTANTS375-C MONTE VISTA AVENUECOSTA MESA, CA, 92627P. 949.642.9309OWNER MR. PANIĆ 2104 E. BALBOA BLVD.NEWPORT BEACH, CA 92661SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:As indicatedCOVER SHEETP A N I Ć R E S I D E N C E04-01-2019COV 12104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661COV 1 COVER SHEETCOV 2 COVER SHEETCOV 3 CAL GREEN NOTESCOV 4 CAL GREEN NOTES- RECORD BOUNDARY SURVEYTP-01 SURVEYC-01 PRELIMINARY GRADING AND DRAINAGEC-02 EROSION CONTROL PLANA101 SITE PLANA102 SITE HARDSCAPE PLANA103 DEMO PLANA104 LANDSCAPE PLANA105 AREA DIAGRAMA106 AREA DIAGRAMA107 PAD HEIGHT DIAGRAMA201 REFERENCE PLAN - BASEMENTA202 REFERENCE PLAN - LEVEL 1A203 REFERENCE PLAN - LEVEL 2A204 REFERENCE PLAN - LEVEL 3A205 REFERENCE PLAN - ROOFA221 FLOOR PLAN - BASEMENT - PART AA222 FLOOR PLAN - BASEMENT - PART BA223 FLOOR PLAN - LEVEL 1 - PART AA224 FLOOR PLAN - LEVEL 1 - PART BA225 FLOOR PLAN - LEVEL 2 - PART AA226 FLOOR PLAN - LEVEL 2 - PART BA227 FLOOR PLAN - LEVEL 3 - PART AA228 FLOOR PLAN - LEVEL 3 - PART BA301 EXTERIOR ELEVATIONSA302 EXTERIOR ELEVATIONSA303 EXTERIOR ELEVATIONSA401 BUILDING SECTIONSA402 BUILDING SECTIONSA403 BUILDING SECTIONSA404 BUILDING SECTIONSSW-0 SEAWALL STRUCTRAL GENERAL NOTESSW-1 SEAWALL STRUCTURAL PLANSW-2 SEAWALL STRUCTURAL DETAILSSITESHEET LIST:N.T.S.PROJECT TEAM:SYMBOLS:GENERAL NOTES:PROJECT SUMMARY:SPECIAL INSPECTIONS:DEFERRED SUBMITTALS:ABBREVIATIONS:VICINITY MAP:CITY NOTES:04-01-20192104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661P A N I Ć R E S I D E N C E21
LIGHT & VENTILATION1. ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF THE ROOM. NATURAL VENTILATION SHALL BE THROUGH WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING VENTILATED. (R303.1) EXCEPTION:A) THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE.B) THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION ‘A’ABOVE IS SATISFIED AND ARTIFICIAL LIGHT IN PROVIDED CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR AREA.C) USE OF SUNROOMS AND PATIO COVERS, AS DEFINED IN SECTION R202, SHALL BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF THE EXTERIOR SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT SCREENING.D) THE WINDOWS, DOORS, LOUVERS AND OTHER APPROVED CLOSABLE OPENINGS NOT REQUIRED BY SECTION R310 MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR FOR VENTILATION REQUIRED BY THIS SECTION. THE AREA OF VENTILATION OPENINGS TO THE OUTSIDE OF THE PASSIVE SOLAR ENERGY COLLECTOR SHALL BE INCREASED TO COMPENSATE FOR THE OPENINGS REQUIRED BY THE INTERIOR SPACES.E) GLAZED OPENINGS MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR PROVIDED THE AREA OF EXTERIOR GLAZED OPENING(S) INTO THE PASSIVE SOLAR ENERGY COLLECTOR IS INCREASED TO COMPENSATE FOR THE AREA REQUIRED BY THE INTERIOR SPACE. 2. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST 50% OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN 10% OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 S.F. (R303.2)EXCEPTION: OPENINGS REQUIRED FOR LIGHT AND VENTILATION SHALL BE PERMITTED INTO SUNROOMS AND PATIO COVERS PROVIDED THERE IS AN OPENABLE AREA BETWEEN THE ADJOINING ROOM AND THE SUNROOM OR PATIO COVER NOT LESS THAN 10% OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 20 S.F. THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE BASED ON THE TOTAL FLOOR AREA BEING VENTILATED. 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH GLAZED AREA IN WINDOWS OF NOT LESS THAN 3 S.F., ONE HALF SHALL BE OPENABLE. (R303.3)EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 20 CUBIC FEET PER MINUTE FOR CONTINUOUSVENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE, CHAPTER 4. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS.A) BATHROOM EXHAUST FANS: EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED FOR PURPOSES OF HUMIDITY CONTROL IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE, CHAPTER 4; AND THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.5. NOTE: WINDOW OPERATION IS NOT A PERMISSIBLE METHOD OF PROVIDING BATHROOM EXHAUST FOR HUMIDITY CONTROL. 4. REQUIRED GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A STREET OR PUBLIC ALLEY, YARD OR COURT LOCATED ON THE SAME LOT. (R303.8)A) REQUIRED GLAZED OPENINGS MAY FACE INTO A ROOFED PORCH WHERE THE PORCH ABUTS A STREET, COURT OR YARD AND THE LONGER SIDE OF THE PORCH IS AT LEAST 65% UNOBSTRUCTED AND THE CEILING HEIGHT IS NOT LESS THAN 7’.B) EAVE PROJECTIONS SHALL NOT BE CONSIDERED AS OBSTRUCTING THE CLEAR OPEN SPACE OF A YARD OR COURT.C) REQUIRED GLAZED OPENINGS MAY FACE INTO AN AREA UNDER A DECK, BALCONY, BAY OR FLOOR CANTILEVER PROVIDED A CLEAR VERTICAL SPACE AT LEAST 36”HIGH IS PROVIDED.D) GLAZED OPENINGS COVERED BY A PASSIVE SOLAR ENERGY COLLECTOR IN ACCORDANCE WITH SECTION R303.1, EXCEPTION 5. 5. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING 68 DEG. MINIMUM AT A POINT 3’ABOVE THE FLOOR AND 2’FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. THE INSTALLATION OF PORTABLE SPACE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE. (R303.9) 6. UNDER-FLOOR VENTILATION: THE UNDER FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOIST AND THE EARTH SHALL BE PROVIDED WITH VENTILATION OPENINGS THROUGH FOUNDATION OR EXTERIOR WALLS. ONE SUCH OPENING SHALL BE WITHIN 3’OF EACH CORNER OF THE BUILDING. MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1/150 OF THE UNDER-FLOOR SPACE AREA. OPENINGS SHALL ALSO BE NOT LESS THAN 1 S.F. FOR EACH 150 SQUARE FEET OF EXTERIOR WALL. OPENINGS SHALL BE COVERED WITH OPENINGS NOT EXCEEDING ¼”. (R408.1 CRC). COORDINATE ONTO PLANS. EMERGENCY ESCAPE AND RESCUE OPENINGS - SECURITY BARS, GRILLES, GRATES AND COVERS 1. COVERS AND SECURITY DEVICES OVER EMERGENCY ESCAPE WINDOW WELLS MUST BE EASILY OPERABLE FROM THE INSIDE OF THE WELL WITHOUT THE USE OF SPECIAL KNOWLEDGE, TOOLS, OR KEYS. AND, WHEN REQUIRED BY THE BUILDING DIVISION, AN OPENING ASSISTING DEVICE (SUCH AS SPRING LOADING) SHALL BE EMPLOYED. 2. THE OWNER MUST MAINTAIN EFFICIENT AND SMOOTH OPERATION OF ALL SUCH REMOVABLE COVERS AND SECURITY DEVICES TO INSURE THEIR RELIABLE OPERATION FOR THE LIFE OF THE COVER OR DEVICE. 3. COVERS AND SECURITY DEVICES ARE DESIGNED TO SUPPORT ACTUAL AND/OR ANTICIPATED LOADS. FOR EXAMPLE, COVERS AND DEVICES WHICH ARE ACCESSIBLE TO FOOT TRAFFIC AND CONTAIN “STANDING SURFACES”SHALL BE DESIGNED TO WITHSTAND AT LEAST 40 LBS. PER SF. 4. THE MINIMUM CLEAR OPENING AT GRADE LEVEL FOR WINDOW WELLS USED FOR EMERGENCY ESCAPE OR RESCUE SHALL BE 9 SF WITH AMINIMUM DIMENSION OF 36 INCHES. 5. WHEN A COVER OR SECURITY DEVICE IS UTILIZED AT AN EMERGENCY ESCAPE OR RESCUE WELL, A PERMANENT SIGN, AS APPROVED BY THE BO SHALL BE AFFIXED TO THE HOME ADJACENT TO THE WELL STATING: "EMERGENCY ESCAPE & RESCUE WELL –DO NOT BLOCK" 6. WHEN A COVER OR SECURITY GRILLE IS USED AT EMERGENCY ESCAPE AND RESCUE WINDOW WELLS, IT MAY NOT BE APPARENT TO A PERSON LOOKING UP AT THE COVER OR DEVICE THAT THEY CAN READILY EXIT THE WINDOW WELL IN AN EMERGENCY. THEREFORE, A PERMANENT SIGN, AS APPROVED BY THE BUILDING DIVISION SHALL BE AFFIXED TO THE WALL ADJACENT TO SUCH WINDOWS STATING: "EMERGENCY EXIT"WINDOW REQUIREMENTSWINDOWS WHICH ARE INSTALLED IN EXTERIOR WALLS OF DWELLING UNITS, WHERE THE OPENING IS LOCATED MORE THAN 72 INCHES ABOVE THE EXTERIOR FINISHED GRADE OR OTHER SURFACE SHALL: A. HAVE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW BE A MINIMUM OF 24 INCHES ABOVE FINISHED FLOOR OF THE ROOM IT IS LOCATED IN. B. GLAZING BETWEEN FINISHED FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED OR HAVE OPENINGS SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS. C. OPENINGS BETWEEN FINISHED FLOOR AND A HEIGHT OF 24 INCHES MAY HAVE GUARDS WHICH COMPLY WITH ASTM F2090.SAFTEY GLAZING OR TEMPERED GLASS IS REQUIRED IN HAZARDOUS LOCATIONS PER R308 BATHROOMS / SHOWERSTHE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE BALANCING SET AT A MAXIMUM 120˚F. THE WATER-FILLER VALVE IN BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A MAXIMUM OF 120˚F. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE PROVISIONS. (CPC 408.3, 409.4)NEW OR RECONFIGURED SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF 1,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES MINIMUM. (CPC 408.5, 408.6)HYDRO-MASSAGE TUBS (I.E. JACUZZI TUBS) SHALL HAVE ACCESS TO THE MOTOR, BE SUPPLIED BY A GFCI PROTECTED DEDICATED CIRCUIT, AND BE LISTED BY A RECOGNIZED TESTING AGENCY (I.E. UL). ALL METAL CABLES, FITTINGS, PIPING, OR OTHER METAL SURFACES, WITHIN 5 FEET OF THE INSIDE WALL OF THE HYDRO MASSAGE TUB SHALL BE PROPERLY BONDED. HYDRO-MASSAGE TUBS SHALL BE BONDED WITH A MINIMUM #8 AWG BARE COPPER WIRE AND THE BONDING SHALL BE ACCESSIBLE. (CEC 680.60)THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 INCHES ON CENTER) AND 24 INCHES IN FRONT. (CPC 402.5)WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH THE WALL OR FLOOR, THE JOINT SHALL BE CAULKED AND SEALED TO BE WATERTIGHT. (CPC 402.2) BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE FOR A MINIMUM OF 6 FEET ABOVE THE FLOOR. (CBC 1210 AND CRC R307.2)CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. (CRC R702.4.2)INTERIOR ENVIRONMENTHABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZEDOPENINGS WITH AN AREA NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. CRC R303.1 ARTIFICIAL LIGHT SHALL BE PROVIDED THAT IS ADEQUATE TO PROVIDE AN AVERAGEILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30”ABOVE THE FLOOR. CRC R303.1E2FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 SQUARE FEET. CRC303.2.STAIRWAYS WITHIN DWELLING UNITS AND EXTERIOR STAIRWAYS SERVING A DWELLING UNIT SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT-CANDLE MEASURED AT THE CENTER OF THE TREADS AND LANDINGS. CRC R303.7EXTERIOR STAIRWAYS SERVING A DWELLING UNIT SHALL HAVE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. CRC R303.7STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL PROVIDE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE BOTTOM LANDING. CRC R303.7FOR LIGHT OUTLETS INSTALLED AT INTERIOR STAIRS WITH 6 OR MORE RISERS, THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING.HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF OPENABLEEXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 4% OF THE FLOOR AREA OF SUCH ROOMS. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED OR A WHOLE HOUSE VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR AIR OF 15 CUBIC FEET PER MINUTE PEROCCUPANT. WHEN USING THIS EXCEPTION, THE ELEMENTS MUST BE DETAILED ON THE PLAN AND INCLUDE THE WHOLE HOUSE VENTILATION CALCULATIONS OR SPECIFICATIONS OF THE MECHANICAL SYSTEM IS REQUIRED) CRC R303.1. MINIMUM HABITABLE AREA OF 70 SQ.FT.OF LOOR AREA PER CRC R304. MINIMUM ROOM WIDTH IN HABITABLE SPACES, OTHER THAN A KITCHEN, SHALL BE NOT LESS THAN 7 FEET IN ANY PLAN WIDTH. CRC R304.3MINIMUM HEIGHT OF CEILINGS IN HABITABLE ROOMS IS 7 FEET. SHOW CEILING HEIGHTS OF ALLROOMS. CRC R305.1DRAFT STOPPING IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THEAREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES (CRC R302.12):A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMINGB. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED MEMBERS DRAFTSTOPPING MATERIALS. DRAFTSTOPPING SHALL NOT BE LESS THAN 1/2-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANELS, OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. (CRC R302.12.1) COMBUSTIBLE INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED MINIMUM 3 INCHES FROM RECESSED LUMINAIRES, FAN MOTORS, AND OTHER HEAT-PRODUCING DEVICES. (CRC R302.13)STAIRWAYSA. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH ABOVE THE HANDRAILS. HANDRAIL PROJECTIONS ARE LIMITED TO NOT MORE THAN 4.5 INCHES ON EITHER SIDE OF THE STAIRWAY. THE CLEAR STAIRWAY WIDTH AT AND BELOW THE HANDRAIL SHALL BE 31-1/2" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES (CRC SEC.R311.7.1) . B. HEADROOM SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING THE TREAD NOSINGS. (CRC R311.7.2). C. RISER HEIGHT SHALL NOT EXCEED 7¾ INCHES. THE GREATEST RISER HEIGHT WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". (CRC SEC.R311.7.4.1). D. TREAD DEPTH (MEASURED BETWEEN THE NOSINGS) SHALL BE AT LEAST 10 INCHES. THE LARGEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8". (CRC SEC.R311.7.4.2). E. NOSINGS NOT LESS THAN 0.75" BUT NOT MORE THAN 1.25" SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS IF THE TREAD DEPTH IS LESS THAN 11". THE RADIUS OF CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. (CRC SEC.R311.7.4.3). F. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. THE OPENING BETWEEN ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OR LESS. (CRC SEC.R311.7.4.3). HANDRAILSRESIDENTIAL STAIRWAYS WITH 4 OR MORE RISERS ARE REQUIRED TO HAVE A CONTINUOUS HANDRAIL THE FULL LENGTH OF THE STAIRS. THE TOP OF HANDRAILS SHALL NOT BE PLACED LESS THAN 34 INCHES NOR MORE THAT 38 INCHES ABOVE THE NOSING OF THE TREADS. HANDRAILS SHALL BE CONTINUOUS EXCEPT AT LANDINGS WHERE A NEWEL POST MAY INTERRUPT; OR AT THE LOWEST TREAD A VOLUTE, TURNOUT OR STARTING EASING IS PERMISSIBLE. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE LESS THAN 1 ¼ INCHES NOR MORE THAN 2 INCHES IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT GREATER THAN 6 ¼ INCHES WITH A MAXIMUM CROSS SECTION DIMENSION OF 2 ¼ INCHES. HANDRAILS WITH A PERIMETER DIMENSION GREATER THAN 6-1/4 INCHES SHALL AHVE A GRASPABLE FINGER ON BOTH SIDES OF THE PROFILE BETWEEN 1-1/4" TO 2-3/4" BEGINNING WITHIN 3/4" FROM THE TOP OF THE PROFILE AND ACHIEVE A MINIMUM 5/16" DEPTH WITHIN 7/8" BELOW THE WIDEST PROFILE POINT AND SHALL CONTINUE A MINIMUM 3/8" TO A LEVEL NOT LESS THAN 1-3/4" BELOW THE TALLEST PORTION OF THE PROFILE. [CRC R311.7.7.3 (2)] HANDRAIL EDGES SHALL HAVE A MINIMUM RADIUS OF .01 INCHES. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 ½ INCHES BETWEEN THE WALL AND HANDRAIL. EACH HANDRAIL MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A DISTANCE OF 4 ½ INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT SHALL NOT BE LESS THAN 31 ½" WHERE THE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE THE HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MOUNTING OF HANDRAILS SHALL BE SUCH THAT THE COMPLETED HANDRAIL AND SUPPORTING STRUCTURE ARE CAPABLE OF WITHSTANDING A LOAD OF AT LEAST 200 POUNDS APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL. GUARDSR312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4R312.1.1WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING SURFACES INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE.R312.1.2HEIGHT REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 42 INCHES HIGH MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. EXCEPTIONS:1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS.2. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE TREADS.R312.1.3OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A SPHERE 4 INCHES IN DIAMETER. EXCEPTIONS:1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER.2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES IN DIAMETER.FIRE-BLOCKING MATERIALSFIRE-BLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS WITH THE INTEGRITY MAINTAINED (CRC R302.11.1):A. TWO-INCH NOMINAL LUMBERB. TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTSC. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY 23/32-INCH WOOD STRUCTURAL PANELD. ONE THICKNESS OF 3/4-INCH PARTICLE BOARD WITH JOINTS BACKED BY 3/4-INCH PARTICLE BOARDE. 1/2-INCH GYPSUM BOARDF. 1/4-INCH CEMENT-BASED MILLBOARDG. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OF OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIRE BLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. UN-FACED FIBERGLASS BATT INSULATION USED AS FIRE BLOCKING SHALL FILL THE ENTIRE CROSS-SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES MEASURED VERTICALLY. WHEN PIPING, CONDUIT, OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIRE-BLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. FIRE BLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN ACCORDANCE WITH CRC R302.11 IN THE FOLLOWING LOCATIONS: A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: i. VERTICALLY AT THE CEILING AND FLOOR LEVELS. ii. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF FLOOR JOISTS, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. C. WHERE ANNULAR SPACE PROTECTION IS PROVIDED IN ACCORDANCE WITH CRC R302.4 FIRE BLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. (CBC 717.2.5, R1003.19)D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUNE. AT CHIMNEYS AND FIREPLACES F. CORNICES OF A TWO-FAMILY DWELLING AT THE LINE OF DWELLING-UNIT SEPARATION ALL DUCTS PENETRATING THE WALL OR CEILING SEPARATING A GARAGE AND A DWELLING UNIT SHALL BE CONSTRUCTED OF A MINIMUM 26 GAUGE (0.019 INCH THICK) SHEET METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R302.5.2 CRC)FIRE-BLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT CEILING AND FLOOR LEVEL. SUCH OPENINGS SHALL BE FIRE-BLOCKED WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION (CRC R302.11) ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH CHIMNEYS PASSSHALL BE FIRE-BLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIRE-BLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS, OR HEADERS SHALL BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. (CRC R1003.19) COMBUSTIBLE CONSTRUCTION AND FLAME & SMOKE SPREAD NOTES-SEAL ALL PENETRATIONS IN WALLS BETWEEN GARAGES AND DWELLING WITH NON-COMBUSTIBLE FIRE RATED MATERIAL. (CBC 709.6)-PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS SHALL COMPLY WITH CRC R302.4. PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS THAN THE REQUIRED FIRE-RESISTANCE-RATING OF THE WALL PENETRATED. (CRC R302.4.1.2)-JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED AN APPROVED FIRE-RESISTANT JOINT SYSTEM WITH A FIRE-RESISTASNCE RATING NOT LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS INSTALLED. (CBC 714.1)-WALL, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CRC R302.9. WALL AND CEILING FINISHES SHALL HAVE A SPREAD FLAME INDEX NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX NOT GREATER THAN 450-CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. CRC R302.10.1ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 75 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 (CRC R316.3)PENETRATIONS THROUGH WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE PROTECTED (SUCH AS THOSE FOR VENTS, PIPES, DUCTS, CABLES AND WIRES) WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTSOF COMBUSTION (CRC R302.5)EMERGENCY ESCAPE: LADDER AND STEPSWINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM) SHALL BE EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES (305 MM), SHALL PROJECT AT LEAST 3 INCHES (76 MM) FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES (457 MM) ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. PER R310.2.1SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:12" = 1'-0"COVER SHEETP A N I Ć R E S I D E N C E04-01-2019COV 22104 EAST BALBOA BLVD. NEWPORT BEACH, CA 9266122
SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:CAL GREEN NOTESP A N I Ć R E S I D E N C E04-01-2019COV 32104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration.Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates.301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.ABBREVIATION DEFINITIONS:HCDDepartment of Housing and Community DevelopmentBSCCalifornia Building Standards CommissionDSA-SSDivision of the State Architect, Structural SafetyOSHPDOffice of Statewide Health Planning and DevelopmentLRLow RiseHRHigh RiseAAAdditions and AlterationsNNewCHAPTER 4RESIDENTIAL MANDATORY MEASURESDIVISION 4.1PLANNING AND DESIGNSECTION 4.102 DEFINITIONS4.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls.4.106 SITE DEVELOPMENT4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site.1. Retention basins of sufficient size shall be utilized to retain storm water on the site.2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency.3. Compliance with a lawfully enacted storm water management ordinance.4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following:1. Swales2. Water collection and disposal systems3. French drains4. Water retention gardens5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.Exception: Additions and alterations not altering the drainage path.4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code,Article 625.Exceptions:On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:1. Where there is no commercial power supply.2. Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or developer by more than $400.00 per unit.4.106.4.1 New one-and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed on a building site, 3 percent of the total number of parking spaces provided for all types of parking facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the nearest whole number.Note: Construction documents are intended to demonstrate the project's capability and capacity forfacilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use areas and available for use by all residents.When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options:1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.2. The EV space shall be located on an accessible route, as defined in the California Building Code,Chapter 2, to the building.4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following:1. The minimum length of each EV space shall be 18 feet (5486 mm).2. The minimum width of each EV space shall be 9 feet (2743 mm).3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code.Notes:1. The California Department of Transportation adopts and publishes the "Californa Manual on Uniform Traffic Control Devices (California MUTCD)" to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 13-01. Website:www.dot.ca.gov/trafficops/policy/13-01.pdf2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and for use of EV charging spaces.3. The Governor's Office of Planning and Research (OPR) published a "Zero-Emission Vehicle Community Readiness Guidebook" which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf.DIVISION 4.2ENERGY EFFICIENCY4.201 GENERAL4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards.DIVISION 4.3WATER EFFICIENCY AND CONSERVATION4.303INDOOR WATER USE4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following:4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-type Toilets.Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush.4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.4.303.1.3 Showerheads.4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads.4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to only allow one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead.4.303.1.4 Faucets.4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi.4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.25 gallons per cycle.4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi.Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code.NOTE:THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER.TABLE -MAXIMUM FIXTURE WATER USEFIXTURE TYPEFLOW RATESHOWER HEADS (RESIDENTIAL)2.0 GMP @ 80 PSILAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSILAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS0.5 GPM @ 60 PSIKITCHEN FAUCETS1.8 GPM @ 60 PSIMETERING FAUCETS0.25 GAL/CYCLEWATER CLOSET1.28 GAL/FLUSHURINALS0.125 GAL/FLUSH4.304 OUTDOOR WATER USE4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping provided by the builder and installed at the time of final inspection shall comply with the following:1. Controllers shall be weather-or soil moisture-based controllers that automatically adjust irrigation in response to changes in plants' needs as weather conditions change.2. Weather-based controllers without integral rain sensors or communication systems that account for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates with the controller(s). Soil moisture-based controllers are not required to have rain sensor input.Note: More information regarding irrigation controller function and specifications is available from the Irrigation Association.DIVISION 4.4MATERIAL CONSERVATION AND RESOURCE EFFICIENCY4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency.4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance.Exceptions:1. Excavated soil and land-clearing debris.2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite.3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsite are located in areas beyond the haul boundaries of the diversion facility.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream).3. Identify diversion facilities where the construction and demolition waste material collected will be taken.4. Identify construction methods employed to reduce the amount of construction and demolition waste generated.5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1.Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company.4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.14.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 lbs./sq.ft. of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building:1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure.2. Operation and maintenance instructions for the following:a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment.b. Roof and yard drainage, including gutters and downspouts.c. Space conditioning systems, including condensers and air filters.d. Landscape irrigation systems.e. Water reuse systems.3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations.4. Public transportation and/or carpool options available in the area.5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range.6. Information about water-conserving landscape and irrigation design and controllers which conserve water.7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation.8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc.9. Information about state solar energy and incentive programs available.10. A copy of all special inspections verifications required by the enforcing agency or this [California Green Building Standards] code.4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazaradous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling ordinance, if more restrictive.DIVISION 4.5ENVIRONMENTAL QUALITYSECTION 4.501 GENERAL4.501.1 ScopeThe provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors. SECTION 4.502 DEFINITIONS5.102.1 DEFINITIONSThe following terms are defined in Chapter 2 (and are included here for reference)AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1.DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701.MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.PRODUCT-WEIGHTED MIR (PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).REACTIVE ORGANIC COMPOUND (ROC).Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.VOC.A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).4.503 FIREPLACES4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to meet the emission limts. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances.4.504 POLLUTANT CONTROL4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system.4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply:1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specified in Subsection 2 below.2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with section 94507.4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply.4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49.4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:1. Manufacturer's product specification.2. Field verification of on-site product containers.TABLE 4.504.1 -ADHESIVE VOC LIMIT1,2(Less Water and Less Exempt Compounds in Grams per Liter)ARCHITECTURAL APPLICATIONSCURRENT VOC LIMITINDOOR CARPET ADHESIVES50CARPET PAD ADHESIVES50OUTDOOR CARPET ADHESIVES150WOOD FLOORING ADHESIVES100RUBBER FLOOR ADHESIVES60SUBFLOOR ADHESIVES50CERAMIC TILE ADHESIVES65VCT & ASPHALT TILE ADHESIVES50DRYWALL & PANEL ADHESIVES50COVE BASE ADHESIVES50MULTIPURPOSE CONSTRUCTION ADHESIVE70STRUCTURAL GLAZING ADHESIVES100SINGLE-PLY ROOF MEMBRANE ADHESIVES250OTHER ADHESIVES NOT LISTED50SPECIALTY APPLICATIONSPVC WELDING510CPVC WELDING490ABS WELDING325PLASTIC CEMENT WELDING250ADHESIVE PRIMER FOR PLASTIC550CONTACT ADHESIVE80SPECIAL PURPOSE CONTACT ADHESIVE250STRUCTURAL WOOD MEMBER ADHESIVE140TOP & TRIM ADHESIVE250SUBSTRATE SPECIFIC APPLICATIONSMETAL TO METAL30PLASTIC FOAMS50POROUS MATERIAL (EXCEPT WOOD)50WOOD30FIBERGLASS801. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168.INSPECTOR SIGNOFFINSPECTOR SIGNOFFINSPECTOR SIGNOFFINSPECTOR SIGNOFF23
SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:CAL GREEN NOTESP A N I Ć R E S I D E N C E04-01-2019COV 42104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661TABLE 4.504.2 -SEALANT VOC LIMIT(Less Water and Less Exempt Compounds in Grams per Liter)SEALANTSCURRENT VOC LIMITARCHITECTURAL250MARINE DECK760NONMEMBRANE ROOF300ROADWAY250SINGLY-PLY ROOF MEMBRANE450OTHER420SEALANT PRIMERSARCHITECTURALNON-PORUS250PORUS775MODIFIED BITUMINOUS500MARINE DECK760OTHER750TABLE 4.504.3 -VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDSCOATING CATEGORYCURRENT VOC LIMITFLAT COATING50NON-FLAT COATING100NON-FLAT HIGH GLOSS COATINGS150SPECIAILTY COATINGSALUMINUM ROOF COATINGS400BASEMENT SPECIALTY COATINGS400BITUMINOUS ROOF COATINGS50BITUMINOUS ROOF PRIMERS350BOND BREAKERS350CONCRETE CURING COMPOUNDS350CONCRETE/ MASONRY SEALERS100DIREVWAY SEALERS50DRY FOG COATINGS150FAUX FINISHING COATINGS350FIRE RESISTIVE COATINGS350FLOOR COATINGS100FORM-RELEASE COMPOUNDS250GRAPHIC-ARTS COATINGS (SIGN PAINTS)500HIGH TEMPERATURE COATINGS420INDUSTRIAL MAINTENANCE COATINGS250LOW SOLIDS COATINGS120MAGNESITE CEMENT COATINGS450MASTIC TEXTURE COATINGS100METALLIC PIGMENTED COATINGS500MULTICOLOR COATINGS250PRETREATMENT WASH PRIMERS420PRIMERS, SEALERS, AND UNDERCOATERS100REACTIVE PENETATING SEALERS350RECYCLED COATINGS250ROOF COATINGS50RUST PREVENTATIVE COATINGS250SHELLACSCLEAR730OPAQUE550SPECIALITY PRIMERS, SEALERS & UNDERCOATERS100STAINS250STONE CONSOLIDANTS450SWIMMING POOL COATINGS340TRAFFIC MARKING COATINGS100TUB & TILE REFINISH COATINGS420WATERPROOFING MEMBRANES250WOOD COATINGS275WOOD PRESERVATIVES350ZINC-RICH PRIMERS3401. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD.TABLE 4.504.5 -FORMALDEHYDE LIMITS (1)MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLIONPRODUCTSCURRENT VOC LIMITHARDWOOD PLYWOOD VENEER CORE0.05HARDWOOD PLYWOOD COMPOSITE CORE0.05PARTICLE BOARD0.09MEDIUM DENSITY FIBERBOARD0.11THIN MEDIUM DENSITY FIBERBOARD (2)0.131. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM).DIVISION 4.5ENVIRONMENTAL QUALITY (continued)4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following:1. Carpet and Rug Institute's Green Label Plus Program.2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version 1.1, February 2010 (also known as Specification 01350).3. NSF/ANSI 140 at the Gold level.4. Scientific Certifications Systems Indoor AdvantageTM Gold.4.504.3.1 Carpet cushion.All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program.4.504.3.2 Carpet adhesive.All carpet adhesive shall meet the requirements of Table 4.504.1.4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall comply with one or more of the following:1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database.2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools program).3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program.4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", Version 1.1, February 2010 (also known as Specification 01350). 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.54.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following:1. Product certifications and specifications.2. Chain of custody certifications.3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.5. Other methods acceptable to the enforcing agency.4.505 INTERIOR MOISTURE CONTROL4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section.4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following:1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06.2. Other equivalent methods approved by the enforcing agency.3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following:1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code.2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified.3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure.4.506 INDOOR AIR QUALITY AND EXHAUST4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following:1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control.a. Humidity controls shall be capable of adjustment between a relative humidity range less than equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment.b. A humidity control may be a separate component to the exhaust fan and is not required to integral (i.e., built-in)Notes:1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination.2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.4.507 ENVIRONMENTAL COMFORT4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods:1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J -2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods.2. Duct systems are sized according to ANSI/ACCA 1 Manual D -2014 (Residential Duct Systems)ASHRAE handbooks or other equivalent design software or methods.3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S -2014 (Residential Equipment Selection), or other equivalent design software or methods.Exception:Use of alternate design temperatures necessary to ensure the system functions are edacceptable.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist.INSPECTOR SIGNOFFINSPECTOR SIGNOFFINSPECTOR SIGNOFFINSPECTOR SIGNOFF24
25
BENCHMARK NOTE:
OCSBM NB1-4-71
ELEV=7.828
NAVD88 DATUM, 2015 ADJ.
EASEMENT NOTE:
PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE
COMPANY, ORDER NO. O-SA-5751129 DATED JULY 11, 2018, THERE ARE NO
EASEMENTS ON THE SUBJECT PROPERTY.JOB NO. SHEET OF
PREPARED FOR:APVD. DATER E V I S I O N SBY DATE
APPD.:
DATE:
DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
VIKTOR P.
MEUM
No. 8682
1"=10'
-6-12-18
7-2-18
MCH
MSF
VM
18113 1 1
TP-01PARCEL 2, PMB 13/472104 EAST BALBOA BOULEVARD, NEWPORT BEACH, CALIFORNIASCALE: 1"=10'
26
BASEMENTF.F.=-1.00PAD=XX.XXSPAPOOLBASEMENT PARKINGT/SLAB=-1.00PAD=XX.XXHOME THEATERF.F.=-2.33PAD=XX.XXDISPOSITION NOTESPRELIMINARY CONSTRUCTION NOTESJOB NO.SHEET13 9 A v e n i d a N a v a r r oSan Clemente, CA 926729 4 9 . 4 9 2 . 8 5 8 6www.toalengineering.comCIVIL ENGINEERINGL A N D S U R V E Y I N GSTORMWATER QUALITYOFPLANS PREPARED BY:PREPARED FOR:APVD. DATER E V I S I O N S BY DATEAPPD.:DATE:DWG. NO.H. SCALE:V. SCALE:SURVEY DATE:CHD.:DRN.:1"=8'N/AJUNE 20182/10/19A.A.C.R.C.R.18113 1 2C-01THE PANIC RESIDENCE
PARCEL 2, PMB 13/47
2104 EAST BALBOA BLVD., NEWPORT BEACH, CALIFORNIA
PRELIMINARY GRADING PLANNOTE TO CONTRACTOR:CIVIL ENGINEER OF RECORD APPROVAL REQUIRED PRIOR TOBACKFILL OF ALL DRAIN PIPES, CONTACT CIVIL ENGINEER TOFIELD VERIFY LOCATION, SIZE, AND DEPTH OF DRAIN SYSTEM.EASEMENT NOTESCITY OF NEWPORT BEACH NOTESLEGENDADDITIONAL NOTESPRELIMINARY EARTHWORK QUANTITIESDETAILCATCH BASIN/FILTER ASSEMBLYDETAILDOWNSPOUT OUTLETDETAILINFILTRATION TRENCH27
BASEMENTF.F.=-1.00PAD=XX.XXSPAPOOLBASEMENT PARKINGT/SLAB=-1.00PAD=XX.XXHOME THEATERF.F.=-2.33PAD=XX.XXJOB NO. SHEET1 3 9 A v e n i d a N a v a r r oSan Clemente, CA 926729 4 9 . 4 9 2 . 8 5 8 6www.toalengineering.comCIVIL ENGINEERINGL A N D S U R V E Y I N GSTORMWATER QUALITYOFPLANS PREPARED BY:PREPARED FOR:APVD. DATER E V I S I O N S BY DATEAPPD.:DATE:DWG. NO.H. SCALE:V. SCALE:SURVEY DATE:CHD.:DRN.:1"=8'N/AJUNE 20182/10/19A.A.C.R.C.R.18113 2 2C-02THE PANIC RESIDENCE
PARCEL 2, PMB 13/47
2104 EAST BALBOA BLVD., NEWPORT BEACH, CALIFORNIA
EROSION CONTROL PLANLEGENDNOTE EROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLTRACKING CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTYEAR-ROUND BMP REQUIREMENTS28
T.C.9.419.469.52 T.C.9.82 T.C.9.78 T.C.9.499.56 T.C.9.55 T.C.9.99 T.C.9.499.499.99 T.C.9.54 T.C.9.55 T.C.9.449.719.9910.0810.089.989.8510.010.310.310.3610.2010.1610.1110.0610.0210.3510.310.110.1710.410.710.910.7010.4910.4510.411.010.811.912.111.411.812.1814.017.514.011.811.210.910.811.010.711.810.99.38.38.311.510.19.28.67.9Water valveFire hydrantWater meter4" OutletWater meterCable box10"12"12"12"12"10"4" Drain12"12"12"12"10"12"14"12"12"12"Electric boxSewer cleanout12"Thick hedgecovering wallFd. tag LS2528Fd. tag LS541116.46 T.W.12.94 T.W.16.37 T.W.19.62 T.W.16.43 T.W.17.27 T.W.15.88 T.W.33.45 Roof ridge16.48 T.W.12.11 T.W.16.47 T.W.12.92 T.W.12.14 T.W.17.62 T.W.17.59 T.W.33.19 Roof ridge37.13 Roof ridge16.52 T.W.12.26 Threshold16.55 T.W.16.53 T.W.13.57 T.W.13.49 T.W.12.92 T.W.8.55 T.W.8.54 T.W.8.54 T.W.12.82 T.W.11.26 T.W.11.27 T.W.12.62 T.W.8.42 Deck22.97 Deck33AABBCCDDEEFFGG55442211NEW RESIDENTIAL BUILDINGBASEMENT LEVEL: -1.00' F.F.LEVEL 1: 11.00' F.F.LEVEL 2: 21.50' F.F.LEVEL 3: 35.00' F.FROOF LEVEL: 41.00 T.R2%SLOPE1152%SLOPE2%SLOPE1112245131110872422AVG. 254' - 10"A V G . 5 3 ' - 7 1 /2 "271011214961718161620213 % REFER TO CIVIL4921914191425261623+10.92+10.75+10.83+10.92+10.77+10.77+10.83+10.83+10.83+10.83+10.83+8.42+9.92+10.92+9.67+10.29+10.92+10.67+8.83+1.50-1.04+10.83N 19°35'47" E 248.73'N 9 0 °0 0 '0 0 " W 3 5 .0 1 'N 10°42'25" E 261.07'R 955.40' △04°24'03" L = 73.38'S Y S B4' - 0 "SYSB4' - 0"FYSB30' - 0"DRIVEWAY21' - 3"4' - 5"7' - 9 1/2"29' - 3"75' - 5"47' - 1" 22' - 5 1/2" 51' - 1 1/2"32' - 7 1/2"29' - 7 1/2"47' - 7 1/2"43' - 10"1' - 5"22' - 5 1/2"1' - 1 1/2"23' - 6"3' - 0"23' - 6"17' - 6"198' - 1"33' - 2"43' - 4 1/2"46' - 4 1/2" 5' - 7 1/2" 16' - 3 1/2" 2' - 10" 6' - 9 1/2" 4' - 9" 43' - 7" 3' - 0" 26' - 6"4' - 6"59' - 4"9' - 6"2' - 8"46' - 0"10' - 8"4' - 6"25' - 0"3' - 5 1/2"+10.24+10.22+10.3724' - 3 1/2"6' - 0" 3' - 0"33SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:1/8" = 1'-0"SITE PLANP A N I Ć R E S I D E N C E04-01-2019A1012104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661PROJECT NORTHTRUENORTH38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUB1 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.29
Water valveFire hydrantWater meter4" Outlet10"12"12"12"12"10"4" Drain12"12"12"12"10"12"14"12"12"12"Electric boxSewer cleanout12"Thick hedgecovering wallFd. tag LS2528Fd. tag LS541116.46 T.W.12.94 T.W.16.37 T.W.19.62 T.W.16.43 T.W.17.27 T.W.15.88 T.W.33.45 Roof ridge16.48 T.W.12.11 T.W.16.47 T.W.12.92 T.W.12.14 T.W.17.62 T.W.17.59 T.W.33.19 Roof ridge37.13 Roof ridge16.52 T.W.12.26 Threshold16.55 T.W.16.53 T.W.13.57 T.W.13.49 T.W.12.92 T.W.8.55 T.W.8.54 T.W.8.54 T.W.12.82 T.W.11.26 T.W.11.27 T.W.12.62 T.W.8.42 Deck22.97 DeckTop curbSpot 2 decimalSpot 2 decimalTop curbTop curbTop curbSpot 2 decimalTop curbTop curbTop curbSpot 2 decimalSpot 2 decimalTop curbTop curbTop curbSpot 2 decimalSpot 2 decimalimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpotSpotSpotSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpotSpotSpotSpot 2 decimalSpot 2 decimalSpotSpot 2 decimalSpot 2 decimalSpotSpotSpotSpotSpotSpotSpotSpotSpotSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpot 2 decimalSpotSpotSpotSpotSpotSpotSpot 2 decimalSpot 2 decimalSpotSpotSpotSpotSpotSpotSpotSpotSpotSpotSpot 2 decimalSpotSpotSpotSpotSpot 2 decimalSpotSpotSpotSpotSpotSpotSpotSpotSpotSpotSpotSpotSpotSpot33AABBCCDDEEFFGG554422112%SLOPE2%SLOPE2%SLOPEAVG. 254' - 10"A V G . 5 3 ' - 7 1 /2 "3 % REFER TO CIVIL+10.92+10.75+10.83+10.92+10.77+10.77+10.83+10.83+10.83+10.83+8.42+9.92+10.92+9.67+10.29+10.92+10.67+8.83+1.50-1.04+10.83N 19°35'47" E 248.73'N 9 0 °0 0 '0 0 " W 3 5 .0 1 'N 10°42'25" E 261.07'R 955.40' △04°24'03" L = 73.38'S Y S B4' - 0 "SYSB4' - 0"FYSB30' - 0"4' - 5"7' - 9 1/2"21' - 10"7' - 0" 6"6' - 10"6"6' - 10"6"6' - 10"6"6' - 10"8 1/2"47' - 7 1/2"45' - 3"17' - 6"198' - 1"33' - 2"4' - 6"59' - 4"9' - 6"2' - 8"46' - 0"10' - 8"+10.24+10.22+10.3722' - 5 1/2"51' - 1 1/2"32' - 7 1/2"7' - 2"2' - 1 1/2"10' - 3"21' - 3"4' - 6"199' - 5"9' - 4" 9' - 2" 11' - 1 1/2" 5' - 6 1/2"2' - 0" 4' - 0" 3' - 2"8" 9' - 9 1/2" 8"3' - 6"41' - 4"8' - 10"15' - 2 1/2"4' - 5"19' - 0"22' - 4"2' - 8"3' - 0"7' - 4"3' - 0"3' - 0"2' - 0"4' - 0"2' - 0"8"29' - 7 1/2"1' - 6" 1' - 6"6' - 0" 6" 6' - 0" 6"SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:1/8" = 1'-0"SITE HARDSCAPE PLANP A N I Ć R E S I D E N C E04-01-2019A1022104 EAST BALBOA BLVD. NEWPORT BEACH, CA 9266104.106.7. REDUCTION OF HEAT ISLAND EFFECT FOR NONROOF AREAS [N]. REDUCENONROOF HEAT ISLANDS FOR 25% OF PATHWAYS, PATIOS, DRIVEWAYS OR OTHER PAVED AREAS BY USING ONE OR MORE OF THE METHODS LISTED.1. USE TREES OR OTHER PLANTINGS TO PROVIDE SHADE AND THAT MATURE WITHIN 5 YEARS OF PLANTING. TREES SHALL BE SUITABLE IN MATURE SIZE AND ENVIRONMENTAL REQUIREMENTS FOR THE SITE. TREE SELECTION AND PLACEMENT SHALL CONSIDER LOCATION AND SIZE OF AREAS TO BE SHADED, LOCATION OF UTILITIES, VIEWS FROM THE STRUCTURE, DISTANCE TO SIDEWALKS AND FOUNDATIONS, OVERHANGS ONTO ADJACENT PROPERTIES AND STREETS; OTHER INFRASTRUCTURE AND ADJACENT TO LANDSCAPING. IN ADDITION, SHADING SHALL NOT CAST A SHADOW, AS SPECIFIED, ON ANY NEIGHBORING SOLAR COLLECTORS PURSUANT TO PUBLIC RESOURCES CODE SECTION 25981, ET SEQ. (SOLAR SHADE CONTROL ACT);2. USE HIGH ALBEDO MATERIALS WITH AN INITIAL SOLAR REFLECTANCE VALUE OF AT LEAST .30 AS DETERMINED IN ACCORDANCE WITH AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS E1918 OR C1549;3. USE OPEN GRID PAVEMENT SYSTEM OR PERVIOUS OR PERMEABLE PAVEMENT SYSTEM;4. USE SOLAR PANEL ARRAYS TO CREATE A CANOPY SHADE SYSTEM; OR5. OTHER METHODS OF REDUCING HEAT ISLAND EFFECTS ACCEPTABLE TO THE DEPARTMENT.HARDSCAPE AREALIMESTONE PAVING1,818 SF (40%)DRIVEWAY SLAB486 SFTOTAL HARDSCAPE11,390 SFPROJECT NORTHTRUENORTH30
439.49 T.C.9.419.469.52 T.C.9.82 T.C.9.78 T.C.9.499.56 T.C.9.55 T.C.9.99 T.C.9.499.499.99 T.C.9.54 T.C.9.55 T.C.9.449.719.9910.0810.089.989.8510.010.310.310.3610.2010.1610.3011.2211.2111.1912.1411.8811.5811.2810.6510.2310.1110.0610.0210.3510.310.110.4110.5510.1710.7711.910.410.710.910.7010.4910.4510.412.1011.4812.0912.1312.1712.1212.2012.2312.1512.2312.2912.2712.2712.3112.2412.3312.1212.1612.2512.812.812.912.812.812.712.912.712.712.612.612.712.612.0712.1212.1612.1112.3712.3512.1112.1312.3512.3612.1012.1212.3312.3612.1211.5212.1912.0812.1212.1112.0712.0812.0412.0312.1112.0712.1112.1312.1212.2112.412.612.612.612.512.412.312.312.312.512.1712.1512.2712.1812.1511.010.811.912.111.411.812.1712.212.1812.2112.0812.2112.1212.2111.8012.2012.2012.2012.199.912.1412.0412.1812.1714.017.514.011.812.3313.212.2613.012.2712.3312.2512.2412.2111.210.912.2412.2312.2712.2413.013.113.012.2612.2212.2112.1812.1912.1912.2712.1812.3712.2112.1412.1312.011.911.910.812.112.1112.2411.010.712.1311.7412.3911.791 2 .1 412.1612.011.4710.679.010.510.89.29.110.910.9110.7010.359.728.968.779.019.8610.5311.0011.6810.510.711.811.19.808.448.48.410.99.38.38.38.549.7510.9911.7511.8311.8311.8211.9411.511.511.511.211.19.68.58.27.98.28.38.38.38.312.1912.2012.1712.2011.9411.9810.19.28.67.9Water valveFire hydrantWater meter4" OutletWater meterCable boxTelephone box10"12"12"PoolTG=12.036" Drain8" Mow strip12"12"10"4" Drain12"12"12"12"10"TG=11.966" DrainTG=12.076" DrainTG=12.086" DrainTG=12.116" DrainTG=12.126" DrainTG=12.046" Drain4" DrainA/CTR8TR6TG=11.976" Drain12"14"TR3TG=12.026" DrainTG=12.136" DrainTR412"12"12"TG=12.066" DrainTG=12.046" DrainTG=12.076" DrainTG=12.036" DrainElectric boxSewer cleanoutGas meter12"Thick hedgecovering wall12.21DSSpa33.21 Top roofTR5Fd. tag LS2528Fd. tag LS2528Fd. tag LS5411Searched, fd. nothing1016.46 T.W.12.94 T.W.16.37 T.W.19.62 T.W.16.43 T.W.17.27 T.W.15.88 T.W.16.41 T.W.33.45 Roof ridge16.48 T.W.13.07 T.W.13.05 T.W.16.50 T.W.12.96 T.W.16.44 T.W.12.89 T.W.12.88 T.W.12.11 T.W.16.47 T.W.12.29 T.W.16.48 T.W.12.92 T.W.12.14 T.W.17.62 T.W.17.59 T.W.33.19 Roof ridge37.13 Roof ridge13.30 T.W.13.30 T.W.16.52 T.W.13.32 T.W.16.55 T.W.16.53 T.W.13.57 T.W.13.49 T.W.12.92 T.W.8.55 T.W.8.54 T.W.8.54 T.W.12.82 T.W.12.06 T.W.11.26 T.W.11.27 T.W.12.62 T.W.8.42 Deck22.97 Deck33AABBCCDDEEFFGG55442211105' - 9 1/2"5 4 ' - 9 1 /2 "105' - 8"42 ' - 1 0 1/2 "
12 ' - 5 1/2 "44' - 4"2 6' - 4 "25' - 4"DEMO PARKING STRUCTUREDEMO POOLDEMO EXISITING7199 SF RESIDENCEGENERAL 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.15. Remove all existing landscape, planters, hardscape, wall, fences and existing concrete driveway where necessary per site plan.16. Remove existing 7,199 sq.ft. single family residence.17. Protect existing wet and dry utilities on the lot. Notify gas company to shut off gas to property.18. Protect in place existing seawall and keep existing gangway & dock.SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:1/8" = 1'-0"DEMO PLANP A N I Ć R E S I D E N C E04-01-2019A1032104 EAST BALBOA BLVD. NEWPORT BEACH, CA 92661PROJECT NORTHTRUENORTH31
33AABBCCDDEEFFGG554422112%SLOPE2%SLOPE11163 % REFER TO CIVIL214N 19°35'47" E 248.73'N 9 0 °0 0 '0 0 " W 3 5 .0 1 'N 10°42'25" E 261.07'R 955.40' △04°24'03" L = 73.38'S Y S B4' - 0 "SYSB4' - 0"33WATER FEATURE 334 SFWATER FEATURE 484 SFPLANTING 841 SFPLANTING 67 SFPLANTING 40 SFPLANTING 307 SFPLANTING 196 SFTOTAL LANDSCAPE SF = 1451 SFBOTANICAL NAMESYMBOLCOMMON NAMECONTAINER SIZEWULCOL WATER USEWESTRINGIA FRUTICOSAMORNING LIGHT COAST ROSEMARY 5 GALLONMAGNOLIA 'LITTLE GEM'LITTLE GEM MAGNOLIA24" BOXLIGUSTRUM JAPONICA 'TEXANUM' TEXAS PRIVET 15 GALLONMARGO LAVA PEBBLESLAVA PEBBLESNAMODERATEMODERATEHESPERALOE PARVIFLORA RED YUCCA15 GALLONMODERATELOWLOW15 GALLONDWARF YEDDO HAWTHORN RHAPHIOLEPIS UMBELLATA 'MINOR' CARISSA MACROCARPADWARF NATAL PLUM 1 GALLON @ 30" O.C. LOWERYTHRINA CORALLOIDESNAKED CORAL TREEFIELD GROWN 24' HIGH X 16' WIDE LOWSCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:As indicatedLANDSCAPE PLANP A N I Ć R E S I D E N C E04-01-2019A1042104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611.CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS TO VERIFY EXISTING LOCATIONS OF PROPERTY LINES, UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. TAKE SOLE RESPONSIBILITY FOR COSTS INCURRED DUE TO DAMAGE OF THESE UTILITIES, PIPES, OR STRUCTURES IF PROPER VERIFICATION BY CONTRACTOR WAS NOT PERFORMED.2.DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION.3. OBTAIN APPROVAL OF FINAL GRADE CERTIFICATION FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO BEGINNING PLANTING OPERATIONS THAT CERTIFIES THAT ROUGH GRADES ARE WITHIN 1110TH OF AN INCH FROM SPECIFIED GRADES. ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET TO THE PROPER ELEVATIONS RELATIVE TO THE FINISH SURFACES OF PAVING, UTILITY COVERS, AND CURBS.4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SQUARE FOOTAGES.5.WHERE DIMENSIONS ARE CALLED 'EQ,' ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO THEIR CENTER LINES. OTHERWISE, DIMENSIONS TO CENTER LINES ARE INDICATED.6.PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE DESIGNATED ON THE DRAWINGS. 7.ALIGN AND EQUALLY SPACE, IN ALL DIRECTIONS, ALL SHRUBS SO DESIGNATED PER THESE NOTES AND DRAWINGS.8.TRIANGULAR SPACE GROUND COVERS AND SHRUBS, UNLESS INDICATED OTHERWISE ON DRAWINGS-REFER TO PLANTING DETAILS.9.ALL SHRUBS AND GROUNDCOVERS SHALL BE GUARANTEED TO BE IN A HEALTHY AND FLOURISHING CONDITION FOR 90 DAYS AND ALL TREES SHALL BE GUARANTEED TO BE IN A HEAL THY AND FLOURISHING CONDITION FOR 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE PER THE SPECIFICATIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.10.FURNISH COPIES OF ALL DELIVERY SLIPS OF SPECIFIED AMENDMENTS TO LANDSCAPE ARCHITECT UPON DELIVERY OF MATERIAL TO THE SITE.11.FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR "TAGGED" PLANT MATERIAL PROVIDED BY OWNER'S AUTHORIZED REPRESENTATIVE.12.FINISH GRADES OF ALL TURF AREAS SHALL BE 1" AND SHRUB AREAS SHALL BE 2" BELOW ADJACENT CURB, PAVEMENT, OR HEADER.13.TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH .. ENSURE THAT TOP OF TREE ROOTBALLS ARE SET 2" ABOVE FINISH GRADE AND SHRUB ROOTBALLS ARE SET 1" ABOVE FINISH GRADE.14.PLANT MATERIAL, ( I.E. TREES, SHRUBS, VINES, ESPALIERS, AND GROUNDCOVERS) , MUST BE APPROVED BY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED COSTS BORNE BY CONTRACTOR.15.FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO APPROVAL OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PERFORM THE FOLLOWING BEFORE BEGINNING PLANTING PIT EXCAVATION: SHRUBS, PLACE IN CONTAINERS ON-SITE IN "FINAL" LOCATIONS, TREES-STAKE OR FLAG CENTERPOINT OF TREE, CONTAINER POTS-LOCATE POTS PRIOR TO PLANTING.16.CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS TO 16.PROVIDE A REPRESENTATIVE EXAMPLE OF A TYPICAL TREE STAKING AND GUYING ( IF ANY) INSTALLATION FOR OWNER'S AUTHORIZED REPRESENTATIVE REVIEW BEFORE PERFORMING TREE STAKING AND GUYING ( IF ANY) OPERATIONS-REFER TO PLANTING DETAILS.17.PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT.18.KEEP TURF 3' CLEAR OF TREE TRUNKS UNLESS OTHERWISE SPECIFIED.APPLY WOOD MULCH IN THIS AREA.19.A MINIMUM 3' LAYER OF MULCH SHALL BE APPLIED TO ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE IS CONTRAINDICATED.20.DO NOT PLANT TREES CLOSER THAN 5 FEET TO FIXED EDGE SUCH AS SIDEWALKS AND WALLS, UNLESS INDICATED OTHERWISE ON DRAWINGS.21.ENSURE THAT TURF AREAS ARE SEPARATED FROM GROUNDCOVERS AND SHRUB AREAS WITH SPECIFIED EDGING-REFER TO DRAWINGS.22.THE CONTRACTOR SHALL COLLECT A MINIMUM OF FOUR SOIL SAMPLES FOR AGRICULTURAL SUITABLITY TESTING. TEST LOCATIONS TO BE REVIEWED WITH LANDSCAPE ARCHITECT. TESTING SHALL BE UNDERTAKEN BY GARN WALLACE, WALLACE LABS, EL SEGUNDO (310) 615-0116. THE CONTRACTOR SHALL FOLLOW ALL RECOMMENDATIONS FROM SOIL TESTING LABRATORY.23.FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6 INCHES INTO THE SOIL24.RECIRCULATED WATER SHALL BE UTILIZED FOR ALL WATER FEATURES.25.INSTALL JUTE MESH FOR ALL PLANTS ON SLOPE AREAS.PROJECT NORTHTRUENORTHTURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE.75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SF TO A DEPTH OF SIX INCHES3 INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS)AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVESHOLD ON FINAL FOR SUBMITTAL OF CERTIFICATION OF COMPLETION PACKAGEI AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLANCE OPTION TO THE MWELO32
33AABBCCDDEEFFGG554422111516181719202122232425262733AABBCCDDEEFFGG55442211DeckGarageGross Building AreaHabitableMech.282930313233343536373839404142434445464748505123' - 10 1/2"21' - 0"22' - 5 1/2"5' - 0"15' - 6"67' - 1 1/2"OPEN SPACE639 SFOPEN SPACE688 SFOPEN SPACE606 SFOPEN SPACE766 SFOPEN SPACE639 SFOPEN SPACE688 SFLEVEL 1 TOTAL2,093 SF31' - 11 1/2"5' - 1"SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:3/32" = 1'-0"AREA DIAGRAMP A N I Ć R E S I D E N C E04-01-2019A1052104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926613/32" = 1'-0"1LEVEL B F.F3/32" = 1'-0"2LEVEL 1 F.FArea Schedule (Gross Building)Name Number Level AreaGarage 15 LEVEL B F.F 2765 SF2765 SFHabitable 16 LEVEL B F.F 1033 SFHabitable 17 LEVEL B F.F 385 SFHabitable 18 LEVEL B F.F 343 SFHabitable 20 LEVEL B F.F 810 SFHabitable 23 LEVEL B F.F 66 SFHabitable 24 LEVEL B F.F 83 SFHabitable 25 LEVEL B F.F 751 SFHabitable 26 LEVEL B F.F 108 SFHabitable 27 LEVEL B F.F 1652 SF5232 SFMech. 19 LEVEL B F.F 343 SFMech. 21 LEVEL B F.F 154 SFMech. 22 LEVEL B F.F 66 SF562 SFLEVEL B F.F 8560 SFGarage 28 LEVEL 1 F.F 897 SF897 SFHabitable 30 LEVEL 1 F.F 289 SFHabitable 31 LEVEL 1 F.F 109 SFHabitable 32 LEVEL 1 F.F 20 SFHabitable 33 LEVEL 1 F.F 37 SFHabitable 34 LEVEL 1 F.F 464 SFHabitable 36 LEVEL 1 F.F 170 SFHabitable 37 LEVEL 1 F.F 399 SFHabitable 38 LEVEL 1 F.F 844 SFHabitable 39 LEVEL 1 F.F 122 SFHabitable 40 LEVEL 1 F.F 1080 SFHabitable 41 LEVEL 1 F.F 599 SFHabitable 42 LEVEL 1 F.F 1171 SFHabitable 43 LEVEL 1 F.F 110 SFHabitable 44 LEVEL 1 F.F 78 SFHabitable 45 LEVEL 1 F.F 93 SFHabitable 51 LEVEL 1 F.F 54 SF5638 SFMech. 29 LEVEL 1 F.F 43 SFMech. 35 LEVEL 1 F.F 42 SFMech. 46 LEVEL 1 F.F 150 SFMech. 47 LEVEL 1 F.F 43 SFMech. 48 LEVEL 1 F.F 57 SFMech. 50 LEVEL 1 F.F 36 SF370 SFLEVEL 1 F.F 6905 SFHabitable 52 LEVEL 2 F.F 523 SFHabitable 53 LEVEL 2 F.F 371 SFHabitable 54 LEVEL 2 F.F 1170 SFHabitable 55 LEVEL 2 F.F 620 SFHabitable 56 LEVEL 2 F.F 82 SFHabitable 57 LEVEL 2 F.F 612 SFHabitable 58 LEVEL 2 F.F 683 SFHabitable 59 LEVEL 2 F.F 1617 SFHabitable 60 LEVEL 2 F.F 1159 SF6837 SFMech. 61 LEVEL 2 F.F 71 SF71 SFLEVEL 2 F.F 6909 SFHabitable 62 LEVEL 3 F.F 373 SFHabitable 63 LEVEL 3 F.F 199 SFHabitable 64 LEVEL 3 F.F 383 SFHabitable 65 LEVEL 3 F.F 118 SFHabitable 66 LEVEL 3 F.F 122 SFHabitable 70 LEVEL 3 F.F 52 SF1246 SFMech. 67 LEVEL 3 F.F 110 SF110 SFLEVEL 3 F.F 1356 SFGrand total: 53 23729 SF33
33AABBCCDDEEFFGG5544221152535455565758596061DeckGarageGross Building AreaHabitableMech.OPEN SPACE606 SF23' - 10 1/2"21' - 0"22' - 5 1/2"5' - 0"14' - 7 1/2"61' - 6"OPEN SPACE603 SFOPEN SPACE606 SFOPEN SPACE639 SFOPEN SPACE688 SFLEVEL 1 TOTAL1933 SFOPEN SPACE603 SFOPEN SPACE606 SFLEVEL 2 TOTAL1,209 SFTOTAL OPEN SPACE3,142 SFAABBCCDDEEFFGG5544221162636465666770SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:3/32" = 1'-0"AREA DIAGRAMP A N I Ć R E S I D E N C E04-01-2019A1062104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926613/32" = 1'-0"1LEVEL 2 F.F3/32" = 1'-0"2LEVEL 3 F.FArea Schedule (Gross Building)Name Number Level AreaGarage 15 LEVEL B F.F 2765 SF2765 SFHabitable 16 LEVEL B F.F 1033 SFHabitable 17 LEVEL B F.F 385 SFHabitable 18 LEVEL B F.F 343 SFHabitable 20 LEVEL B F.F 810 SFHabitable 23 LEVEL B F.F 66 SFHabitable 24 LEVEL B F.F 83 SFHabitable 25 LEVEL B F.F 751 SFHabitable 26 LEVEL B F.F 108 SFHabitable 27 LEVEL B F.F 1652 SF5232 SFMech. 19 LEVEL B F.F 343 SFMech. 21 LEVEL B F.F 154 SFMech. 22 LEVEL B F.F 66 SF562 SFLEVEL B F.F 8560 SFGarage 28 LEVEL 1 F.F 897 SF897 SFHabitable 30 LEVEL 1 F.F 289 SFHabitable 31 LEVEL 1 F.F 109 SFHabitable 32 LEVEL 1 F.F 20 SFHabitable 33 LEVEL 1 F.F 37 SFHabitable 34 LEVEL 1 F.F 464 SFHabitable 36 LEVEL 1 F.F 170 SFHabitable 37 LEVEL 1 F.F 399 SFHabitable 38 LEVEL 1 F.F 844 SFHabitable 39 LEVEL 1 F.F 122 SFHabitable 40 LEVEL 1 F.F 1080 SFHabitable 41 LEVEL 1 F.F 599 SFHabitable 42 LEVEL 1 F.F 1171 SFHabitable 43 LEVEL 1 F.F 110 SFHabitable 44 LEVEL 1 F.F 78 SFHabitable 45 LEVEL 1 F.F 93 SFHabitable 51 LEVEL 1 F.F 54 SF5638 SFMech. 29 LEVEL 1 F.F 43 SFMech. 35 LEVEL 1 F.F 42 SFMech. 46 LEVEL 1 F.F 150 SFMech. 47 LEVEL 1 F.F 43 SFMech. 48 LEVEL 1 F.F 57 SFMech. 50 LEVEL 1 F.F 36 SF370 SFLEVEL 1 F.F 6905 SFHabitable 52 LEVEL 2 F.F 523 SFHabitable 53 LEVEL 2 F.F 371 SFHabitable 54 LEVEL 2 F.F 1170 SFHabitable 55 LEVEL 2 F.F 620 SFHabitable 56 LEVEL 2 F.F 82 SFHabitable 57 LEVEL 2 F.F 612 SFHabitable 58 LEVEL 2 F.F 683 SFHabitable 59 LEVEL 2 F.F 1617 SFHabitable 60 LEVEL 2 F.F 1159 SF6837 SFMech. 61 LEVEL 2 F.F 71 SF71 SFLEVEL 2 F.F 6909 SFHabitable 62 LEVEL 3 F.F 373 SFHabitable 63 LEVEL 3 F.F 199 SFHabitable 64 LEVEL 3 F.F 383 SFHabitable 65 LEVEL 3 F.F 118 SFHabitable 66 LEVEL 3 F.F 122 SFHabitable 70 LEVEL 3 F.F 52 SF1246 SFMech. 67 LEVEL 3 F.F 110 SF110 SFLEVEL 3 F.F 1356 SFGrand total: 53 23729 SF34
T.C.9.419.469.52 T.C.9.82 T.C.9.78 T.C.9.499.56 T.C.9.55 T.C.9.99 T.C.9.499.499.99 T.C.9.54 T.C.9.55 T.C.9.449.719.9910.0810.089.989.8510.010.310.310.3610.2010.1610.1110.0610.0210.3510.310.110.1710.410.710.910.7010.4910.4510.411.010.811.912.111.411.812.1814.017.514.011.811.210.910.811.010.711.810.99.38.38.311.510.19.28.67.9Water valveFire hydrantWater meter4" OutletWater meterCable box10"12"12"12"12"10"4" Drain12"12"12"12"10"12"14"12"12"12"Electric boxSewer cleanout12"Thick hedgecovering wallFd. tag LS2528Fd. tag LS541116.46 T.W.12.94 T.W.16.37 T.W.19.62 T.W.16.43 T.W.17.27 T.W.15.88 T.W.33.45 Roof ridge16.48 T.W.12.11 T.W.16.47 T.W.12.92 T.W.12.14 T.W.17.62 T.W.17.59 T.W.33.19 Roof ridge37.13 Roof ridge16.52 T.W.12.26 Threshold16.55 T.W.16.53 T.W.13.57 T.W.13.49 T.W.12.92 T.W.8.55 T.W.8.54 T.W.8.54 T.W.12.82 T.W.11.26 T.W.11.27 T.W.12.62 T.W.8.42 Deck22.97 Deck33AABBCCDDEEFFGG554422112%SLOPE2%SLOPE2%SLOPE11.19'11.21'11.92'11.34'11.34' + 11.92' + 11.19' + 11.21' = 45.66'45.66' / 4 = 11.42'SCALE:PLOT DATE:laguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:1/8" = 1'-0"PAD HEIGHT DIAGRAMP A N I Ć R E S I D E N C E04-01-2019A1072104 EAST BALBOA BLVD. NEWPORT BEACH, CA 9266135
UP33* REFER TO SHEET A221- A224 FOR 1/4" ENLARGED PLANSAABBCCDDEEFFGG55442211A301A3013A3014A3011254316021116625953384032396161615857626265SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"REFERENCE PLAN - BASEMENTP A N I Ć R E S I D E N C E04-01-2019A2012104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH36
33AABBCCDDEEFFGG55442211A301A3013A3014A3011228544958535264394954315358602849202121121496172117181616213037619141914252616OPEN TO BELOW1633416528SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"REFERENCE PLAN - LEVEL 1P A N I Ć R E S I D E N C E04-01-2019A2022104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH37
UP33AABBCCDDEEFFGG55442211A301A3013A3014A30112285428OPEN TO BELOWOPEN TO BELOW585358535853585353545458585353375853282849492121121OPEN TO BELOWSCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"REFERENCE PLAN - LEVEL 2P A N I Ć R E S I D E N C E04-01-2019A2032104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH38
UPAABBCCDDEEFFGG55442211A301A3013A3014A30112231231315528282849505335354954292828231318" / 12"8" / 12"8" / 12"8" / 12"2854SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"REFERENCE PLAN - LEVEL 3P A N I Ć R E S I D E N C E04-01-2019A2042104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH39
AABBCCDDEEFFGG55442211A301A3013A3014A30112231231315549492828231EQ EQ EQ EQ EQ EQ EQ EQ334445+40.41 HEIGHT CERT. REQ.+40.40 HEIGHT CERT. REQ.+40.40 H EIG H T C ER T. R EQ .+40.41 HEIGHT CERT. REQ.+39.76 HEIGHT CERT. REQ.+40.41 HEIGHT CERT. REQ.GRV 2MTL-2STN 2TPOGRV 2TPOGRV 2TPOTPOSTUCSTUCMTL-2GRV 2+35.17+39.76 HEIGHT CERT. REQ.+40.40 HEIGHT CERT. REQ.SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"REFERENCE PLAN - ROOFP A N I Ć R E S I D E N C E04-01-2019A2052104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH* ALL ROOF HEIGHTS TO BE CERTIFIED40
33AABBCC5544222A4022A402111A4021A4021A401GARAGE101MECHANICAL102WINE ROOM104LOUNGE103GARAGE NOTES: NEW ONE AND TWO FAMILY 1. NEW ONE AND TWO FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES SHALL INSTALL A LISTED NOMINAL 1 INCH INSIDE DIAMETER RACEWAY TO ACCOMMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. (4.106.4.1) A. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX, OR ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF AN EV CHARGER. B. THE SERVICE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A MINIMUM 40 AMPERE DEDICATED BRANCH CIRCUIT AND SPACE RESERVED FOR INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. C. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICES SPACE RESERVED FOR FUTURE EV CHARGING AS “EV CAPABLE.”D. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKED AS “EV CAPABLE.”2. GARAGE SHALL BE SEPARATED BY NO LESS THAN 5/8 INCH TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING. PROVIDE MINIMUM 1/2 INCH GYPSUM BOARD ON THE GARAGE SIDE ELSEWHERE. TABLE R302.6A301A301322A40160216238403961616162-1' - 0"44' - 6"48' - 2"CLCL18' - 7"20' - 6" 5' - 5" 28' - 10 1/2"18' - 0" 1' - 3 1/2"89' - 10 1/2"20' - 11 1/2"CL18' - 9 1/2"20' - 0"51' - 0 1/2"17' - 6"3' - 0 1/2"15' - 5"2' - 4 1/2"CL18' - 0"11' - 2 1/2"22' - 3"6 1/2"1' - 0"2' - 0"1' - 2"1 ' - 0 "2 ' - 0 "
1 ' - 0 "A001218219STN 2SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - BASEMENT - PART AP A N I Ć R E S I D E N C E04-01-2019A2212104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUBPROJECT NORTHTRUENORTH* SETBACKS MEASURED TO FACE OF FINISH41
UPUP33CCDDEEFFGG5544221A4041A404111A4031A4031A401MECHANICAL108ELEVATOR106POWDER117MECHANICAL119HOMETHEATER118WELNESSSPA115GYM110POWDER111GAME ROOM109CIRCULATION107CIRCULATION105LOUNGE103CONCESSIONS116SAUNA112SHOWER113STEAM1142A4032A4032A401S.E 1,2S.E 3,429" WATER HEATERR.OTANKB.TSOFT.SALTFILTER29" WATER HEATERELEVATOR EQ.54311659533258573436-1' - 0"+6"-2' - 4"28' - 4"53' - 1 1/2"1' - 9 1/2"16' - 11 1/2"7' - 6"26' - 10 1/2"19' - 2"11' - 2"1' - 1 1/2"30' - 10 1/2"6' - 10"34' - 0"20' - 5"6' - 3"2' - 0"13' - 11 1/2"66' - 8"1' - 2"3' - 0"24' - 9"20' - 2"11' - 0 1/2"4' - 4 1/2"3' - 4"127128129130131132133B003002C137197214CARPCARPCARPCARPSTN 2STN 2STN 2STN 2CANDY66SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - BASEMENT - PART BP A N I Ć R E S I D E N C E04-01-2019A2222104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH42
33AABBCC5544222A4022A4029"6' - 3"18' - 0"4"4' - 2"111A4021A4021A401GARAGE201LAUNDRY204MAIDQUARTERS205BATH206A301A30132MECH2022A4015853524139542021211496171718161621611654' - 1 1/2"35' - 4 1/2"5' - 10"CLCLCLCLCL6' - 8 1/2"3' - 0"29' - 7"8' - 5 1/2"16' - 5 1/2"5' - 6"5' - 8 1/2"14' - 1"75' - 5"27' - 2 1/2"2' - 5"18' - 3"27' - 0 1/2"2' - 4"+10' - 10"103144K149102101ED177178Q109212213PLMW6' - 10 1/2"4' - 0 1/2"13' - 4 1/2"3' - 5"21' - 0"2' - 9 1/2"STORAGE20349SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 1 - PART AP A N I Ć R E S I D E N C E04-01-2019A2232104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH43
UPDN33CCDDEEFFGG5544221A4041A404111A4031A4031A401CIRCULATION207ENTRYLOUNGE208POWDER209PREPKITCHEN210KITCHEN211BAR212LOUNGE213DINING214POWDER215EXT.SHOWER216MECHANICAL217FIREPLACE -MONTIGO GAS APPLIANCE, DIRECT VENT W/SEALED COMBUSTION, FIXED TEMPERED GLASS FRONT -MODEL # C-VIEW-R820-ST-N(I,F), CERTIFICATE # 14554222A4032A403ELEVATOR2182A40128544931586028303716' - 0 1/2"3' - 1 1/2" 6' - 5 1/2"48' - 6"3' - 0"25' - 6"22' - 5 1/2"16' - 2 1/2"4' - 5" 2' - 0" 5' - 0"23' - 6"1' - 5"22' - 5 1/2"1' - 3 1/2" 6"14' - 5"51+11' - 0"+11' - 0"105F106104107142H108152G202216J2222232242' - 6 1/2"2' - 11"2' - 1 1/2"2' - 9 1/2"19' - 8"21' - 7"1' - 10 1/2"5' - 11"2' - 5"3' - 7 1/2"11' - 4 1/2"5' - 11"6' - 6"3' - 6 1/2"7' - 10"28OPEN TO BELOWMECH.219SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 1 - PART BP A N I Ć R E S I D E N C E04-01-2019A2242104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH44
33AABBCC5544222A4022A402111A4021A4021A401OFFICE301CLOSET302BATH303GUEST BED304GUEST BED306CLOSET307BATH308CLOSET310BEDROOM311BATH314A301A301322A401535853532121146' - 1 1/2"2' - 5"45' - 9 1/2"4' - 0"16' - 6"13' - 6"5' - 6"6' - 7 1/2"6"11' - 9 1/2"11' - 9 1/2"11' - 9 1/2"11' - 9 1/2"1' - 10"18' - 8"20816617017317520120219320320420620720522322221921821720820921021122022122471' - 2 1/2"7' - 5"36' - 2"114' - 10"26' - 2 1/2"2' - 3"5' - 9"17' - 10"28OPEN TO BELOWSTN 2LINEN309MECH.3262' - 0"17' - 0"6' - 10 1/2"16' - 6 1/2"16' - 0"12' - 10 1/2"7' - 5"6' - 8"19' - 2 1/2"10' - 3 1/2"4' - 6 1/2"7' - 1"14' - 7 1/2"CL6' - 0"10' - 4"2' - 0"4' - 3 1/2" 5' - 0 1/2"6' - 7 1/2"11' - 3"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 2 - PART AP A N I Ć R E S I D E N C E04-01-2019A2252104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH45
UPUPDN33CCDDEEFFGG5544221A4041A404111A4031A4031A401FIREPLACE -MONTIGO GAS APPLIANCE, DIRECT VENT W/SEALED COMBUSTION, FIXED TEMPERED GLASS FRONT -MODEL # C-VIEW-R820-ST-N(I,F), CERTIFICATE # 1455422MASTERCLOSET 2320BEDROOM319MECH.317BATH318CIRCULATION316MASTERBATH 2321MASTERBEDROOM325MASTERLOUNGE324MASTERBATH 1323MASTERCLOSET 1322CLEQEQ2A4032A4032A4012854285458585353375853282849222' - 5 1/2"54' - 1 1/2"18' - 8"6' - 6" 1' - 5"+21' - 6"+23' - 0"210R209211212158159161215216187188189190S21321721722021419' - 10"2' - 9 1/2" 5' - 0"6' - 10"9' - 10"4' - 8 1/2"5' - 1 1/2"15' - 7"3' - 1 1/2"6' - 7 1/2"3' - 0" 2' - 3 1/2" 5' - 2 1/2" 3' - 0" 5' - 10 1/2"15' - 4"4' - 8" 3' - 0" 3' - 11 1/2" 5' - 0"26' - 6"52' - 11 1/2"31' - 6"18' - 3 1/2"21' - 3"2' - 7"11' - 7"2' - 9 1/2"7' - 11"6' - 1"5' - 9"11' - 0 1/2"6' - 8 1/2"5' - 10"6' - 6"5' - 11 1/2"5' - 4 1/2"11' - 4"11' - 6"46' - 2"2' - 10"35' - 5"2' - 9 1/2"7' - 11"11' - 6"37OPEN TO BELOWOPEN TO BELOWELEVATOR315STN 2STN 2STN 2STN 2STN 2STN 2OPEN TO BELOWSCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 2 - PART BP A N I Ć R E S I D E N C E04-01-2019A2262104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH46
AABBCC5544222A4022A402111A4021A4021A401BATH404POWDER403MECH405A30122A40123123131552828284935284946PENTHOUSESUITE401LOUNGE406180181182UT302303VSKY130122' - 4 1/2"30' - 9 1/2"8' - 11 1/2"22' - 4 1/2"30' - 9 1/2"22' - 10 1/2"15' - 0"3' - 0"9' - 3 1/2"4' - 5"21' - 6"22' - 4"6"3' - 2 1/2"1' - 11"16' - 6 1/2"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 3 - PART AP A N I Ć R E S I D E N C E04-01-2019A2272104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH47
UPDNCCDDEEFFGG5544221A4041A404111A4031A4031A4012A4032A4032A4015429282823312854+35' - 2"+32' - 0"213305304V21514' - 4"48' - 4"10' - 11 1/2"7' - 6 1/2"6' - 9 1/2"6"15' - 2"6" 3' - 0"6' - 7 1/2"48' - 4"15' - 10"18' - 8"11' - 6 1/2"7' - 1 1/2"5' - 0 1/2"10' - 9 1/2"26' - 6"56' - 8"ELEVATOR407MECH408STN 2MTL-2MTL-2STN 2SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"FLOOR PLAN - LEVEL 3 - PART BP A N I Ć R E S I D E N C E04-01-2019A2282104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB* SETBACKS MEASURED TO FACE OF FINISHPROJECT NORTHTRUENORTH48
LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"542LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"121255LEVEL 2.5 B.CLG33' - 0"LEVEL 2.5 B.CLG33' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"ABCDEFGLEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"ABCDEFGLEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"542LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 1.5 B.CLG21' - 0"LEVEL 1.5 B.CLG21' - 0"LEVEL 2.5 B.CLG33' - 0"LEVEL 2.5 B.CLG33' - 0"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/8" = 1'-0"EXTERIOR ELEVATIONSP A N I Ć R E S I D E N C E04-01-2019A3012104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUB1/8" = 1'-0"1Elevation 11/8" = 1'-0"2Elevation 21/8" = 1'-0"3Elevation 41/8" = 1'-0"4Elevation 3* HEIGHT CERTIFICATION REQUIRED* HEIGHT CERTIFICATION REQUIRED* HEIGHT CERTIFICATION REQUIRED* HEIGHT CERTIFICATION REQUIRED49
LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"542LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"11A4012A4011212552GLS-1STUCMTL-1STUCSTN 1STN 1STN 1STUCSTUCSTN 1GLS-2STUCSTUCWD-1WD-1GLS-1GLS-1STUCGLS-1LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"542LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"LEVEL 1.5 T.W21' - 6"LEVEL 1.5 T.W21' - 6"LEVEL 2.5 T.W33' - 6"LEVEL 2.5 T.W33' - 6"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4012A401LEVEL 1.5 B.CLG21' - 0"LEVEL 1.5 B.CLG21' - 0"MTL-2GLS-1STUCGLS-2STUCGLS-1STN 1STUCSTN 1STN 1STUCLEVEL 2.5 B.CLG33' - 0"LEVEL 2.5 B.CLG33' - 0"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"EXTERIOR ELEVATIONSP A N I Ć R E S I D E N C E04-01-2019A3022104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611/4" = 1'-0"1Elevation 1 _ 1/4"1/4" = 1'-0"2Elevation 3 _ 1/4"1 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUB* HEIGHT CERTIFICATION REQUIRED* HEIGHT CERTIFICATION REQUIRED50
LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"ABCDEFG2A402LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"1A404LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4031A4022A403STUCSTN 1GLS-1GLS-1STN 1GLS-1GLS-1STN 1STN 1STN 1GLS-1GLS-1STUCSTN 1GLS-1GLS-1STUCGLS-2STN 1?GLS-1GLS-1GLS-1MTL-1MTL-1WD-1STUCGLS-1GLS-2STN 1MTL-1MTL-2123028312822155LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"ABCDEFG2A402LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"1A404LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4031A4022A403STUCSTN 1GLS-1GLS-1GLS-1WD-1GLS-1WD-1GLS-1GLS-1?MTL-1MTL-2STN 1MTL-1GLS-1GLS-1MTL-1GLS-1STUCGLS-1GLS-1STUCSTUCGLS-1GLS-1GLS-1GLS-1MTL-1STUCMTL-1GLS-1WD-1WD-1GLS-1GLS-1GLS-1MTL-1MTL-1MTL-1GLS-1WD-1WD-11 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUBSCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"EXTERIOR ELEVATIONSP A N I Ć R E S I D E N C E04-01-2019A3032104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611/4" = 1'-0"1Elevation 2 _ 1/4"1/4" = 1'-0"2Elevation 4 _ 1/4"* HEIGHT CERTIFICATION REQUIRED* HEIGHT CERTIFICATION REQUIRED51
LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"ABCDEFG2A402LEVEL 2 B.CLG30' - 6"LEVEL 3 F.F32' - 0"LEVEL 3 B. CLG39' - 6"LEVEL 3 B. CLG39' - 6"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"1A404LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"1A4031A402GARAGE101MECHANICAL102WELNESSSPA115GYM110LOUNGE103ENTRYLOUNGE208BAR212LOUNGE213MASTERLOUNGE324MASTERCLOSET 13222A4033728282125962565656162828285642182840382155LEVEL 2.5 B.CLG33' - 0"10' - 0"2' - 0"10' - 6"1' - 6"10' - 0"2' - 0" 4' - 6" 11"4' - 11"2' - 1"LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"ABCDEFG2A402LEVEL 2 B.CLG30' - 6"LEVEL 3 F.F32' - 0"LEVEL 3 B. CLG39' - 6"LEVEL 3 B. CLG39' - 6"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"1A404LEVEL 2.5 F.F23' - 0"LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4031A4022A403GARAGE101WINE ROOM104ELEVATOR106POWDER117HOMETHEATER118GAME ROOM109CIRCULATION107CIRCULATION105GARAGE201LAUNDRY204MAIDQUARTERS205BATH206CIRCULATION207PREPKITCHEN210KITCHEN211DINING214OFFICE301CLOSET302GUEST BED304GUEST BED306CLOSET307BEDROOM311MASTERCLOSET 2320BEDROOM319MASTERBEDROOM325CIRCULATION316MASTERBATH 2321MECH202ELEVATOR21828225281991626331282828292162LEVEL 2.5 B.CLG33' - 0"2' - 0"ELEVATOR407MECH.326LINEN309CIRCULATION207STORAGE203BATH314SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"BUILDING SECTIONSP A N I Ć R E S I D E N C E04-01-2019A4012104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66 SOAKING TUB1/4" = 1'-0"1Section 11/4" = 1'-0"2Section 252
LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"542LEVEL 2 B.CLG30' - 6"LEVEL 2 B.CLG30' - 6"LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 B. CLG39' - 6"LEVEL 3 B. CLG39' - 6"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"11A4012A401216242184021436362GARAGE101CIRCULATION207BEDROOM311POWDER403MECH40511"7' - 6"1' - 6"9' - 0"1' - 6"9' - 0"2' - 0"10' - 0"1' - 6"LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"DEPRESSED SLAB-2' - 6"DEPRESSED SLAB-2' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"542LEVEL 2 B.CLG30' - 6"LEVEL 2 B.CLG30' - 6"LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"11A4012A40121216266263635528GARAGE101MECHANICAL102OFFICE301398' - 5"1' - 6"9' - 0"1' - 6"9' - 0"2' - 0"10' - 0"1' - 6"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"BUILDING SECTIONSP A N I Ć R E S I D E N C E04-01-2019A4022104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB1/4" = 1'-0"2Section 41/4" = 1'-0"1Section 353
LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 1 B. CLG20' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"542LEVEL 2 B.CLG30' - 6"LEVEL 2 B.CLG30' - 6"LEVEL 3 F.F32' - 0"LEVEL 3 F.F32' - 0"LEVEL 3 B. CLG39' - 6"LEVEL 3 B. CLG39' - 6"LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4012A401214363626263CIRCULATION105LOUNGE103ENTRYLOUNGE208LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"LEVEL 2 F.F21' - 6"LEVEL 2 F.F21' - 6"LEVEL B B. CLG.9' - 0"LEVEL B B. CLG.9' - 0"542LEVEL 3 T.R40' - 5"LEVEL 3 T.R40' - 5"LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A401GAME ROOM109CIRCULATION207PREPKITCHEN210BEDROOM319CIRCULATION3162A401LEVEL 1.5 B.CLG21' - 0"LEVEL 1.5 B.CLG21' - 0"216263214362216LEVEL 2.5 B.CLG33' - 0"LEVEL 2.5 B.CLG33' - 0"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"BUILDING SECTIONSP A N I Ć R E S I D E N C E04-01-2019A4032104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB1/4" = 1'-0"1Section 51/4" = 1'-0"2Section 654
LEVEL B F.F-1' - 0"LEVEL B F.F-1' - 0"LEVEL B T.W9' - 6"LEVEL B T.W9' - 6"LEVEL 1 F.F11' - 0"LEVEL 1 F.F11' - 0"542LEVEL 2.5 F.F23' - 0"LEVEL 2.5 F.F23' - 0"LEVEL 1.5 T.W21' - 6"LEVEL 1.5 T.W21' - 6"LEVEL 2.5 T.W33' - 6"LEVEL 2.5 T.W33' - 6"1LEVEL 3.5 F.F35' - 0"LEVEL 3.5 F.F35' - 0"1A4012A401LEVEL 1.5 B.CLG21' - 0"LEVEL 1.5 B.CLG21' - 0"HOMETHEATER118WELNESSSPA115STEAM114LOUNGE213DINING214MECHANICAL217MASTERBEDROOM325MASTERLOUNGE324MASTERBATH 1323LEVEL 3 T.W40' - 0"LEVEL 3 T.W40' - 0"21626337592162LEVEL 2.5 B.CLG33' - 0"LEVEL 2.5 B.CLG33' - 0"SCALE:PLOT DATE:"DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER."OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER."STRUCTURAL"- SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."CIVIL" - SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION."SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION."SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIORTO FABRICATION.ADDITIONAL NOTES:1.EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE.2.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE.3.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16.4.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30" ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1).5.HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1).6.CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION.7 1/4" FRAMINGLEGENDHARDSCAPECONCRETE WALLSOFTSCAPEBUILDING FOOTPRINTWATERSECOND STORY FOOTPRINTEARTHP.L.SETBACKDEMOABOVE/BELOWRETAINING WALL5 1/2" FRAMING3 5/8" FRAMING2 1/2" FRAMINGlaguna beach, ca, 92651949.322.79221107 south coast hwyhudgins design group, inc.info@hudginsdesign.comSHEET NUMBER:NOTESKEYNOTES1/4" = 1'-0"BUILDING SECTIONSP A N I Ć R E S I D E N C E04-01-2019A4042104 EAST BALBOA BLVD. NEWPORT BEACH, CA 926611 PROPERTY LINE2 BUILDING SETBACK / MAX HEIGHT 29'-0"3 ADDITIONAL THIRD FLOOR SETBACK4 BUILDING FOOTPRINT5 ADJACENT STRUCTURE6 (N) DRIVEWAY - SLOPE PER CIVIL7 (E) CURB / EDGE OF PAVEMENT8 CENTERLINE OF RIGHT OF WAY9 (E) SEA WALL TO REMAIN - REFER TO SW1 & SW210 (E) DOCK TO REMAIN11 (E) SITE WALL TO REMAIN13 (N) SITE WALL - MAX 62" IN SYSB, 42" IN RYSB14 EXTERIOR STAIRS/STEPS - REF. CIVIL DRAWINGS15 SITE GATE, MAX 6'-0" ABV. F.S16 PLANTING / SOFTSCAPE - REFER TO LANDSCAPE17 HARDSCAPE18 REFLECTING POND W/ 12" DEEP STANDING WATER (18"MAX)19 OUTDOOR FIREPLACE / FIREPIT W/ DRAINAGE +18"A.F.F20 TRASH STORAGE LOCATION21 A/C EQUIPMENT, SCREENED W/ SOUND ATTENUATION22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISONPROPOSED MAIN SERVICE PANEL, 800 AMP MAX.(MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANYOBSTRUCTION) - VERIFY LOCATION W/. SO. CA. EDISON23 PROPOSED GAS METER LOCATION24 (E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)(E) WATER METER LOCATION (REF CIVIL & SURVEYDWGS)25 POOL26 SPA27 POOL EQUIP. W/ SURROUNDING SCREEN WALL28 GUARDRAIL - MIN 42" ABV. ADJ FF.29 HANDRAIL 36" ABV. ADJ. FF30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN31 ELEVATOR 'SUPERMEC' BY ELEVATOR BOUTIQUE32 ELEVATOR - MACHINE CABINET AREA. PROVIDE ELEC.33 BBQ, PROVIDE GAS AND ELEC. PER OWNER34 WATER HEATER - TANK, VERIFY SIZE REQ'D. W/. MFGR.(PROVIDE WATER & GAS)35 FAU - PROVIDE GAS S/O,ELEC, VENTING PERMFGR.(CMC 904. 1)36 WATER FILTRATION SYSTEM37 GAS FIREPLACE - 'HEATNGLO' MEZZO 60 - ANSIZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEALCOMBUSTION TYPE.38 FIRE RATED GLASS 'FIRELITE' BY IGU39 CAR ELEVATOR40 CAR TURNTABLE41 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING42 STRUCTURAL COLUMN / BEAM PER STRUCTURAL43 ROOF RIDGE44 ROOF CRICKET, BUILT-UP AS REQUIRED45 ROOF DRAIN W/ OVERFLOW AND CONCEALED PIPESPER CPC TABLES 11-1 AND 11-246 DECK DRAIN W/ OVERFLOW AND CONCEALED PIPES47 NOT USED48 EDGE OF WALL (ABV./BLW. AS OCCURS)49 EDGE OF ROOF / FLOOR (ABV./BLW. AS OCCURS)50 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER51 SINK52 WASHER / DRYER BY OWNER PROVIDE CLOTHESDRYER MOISTURE EXHAUST DUCT. MIN. 4” DIA. TO THEOUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER.DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. SEEMEP SHEETS53 CASEWORK54 STAIRS W/ MAXIMUM RISER HEIGHT SHALL BE 7-3/4"AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALLBE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNSOF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4)55 SKYLIGHT (ABV/BLW/ BYD AS OCCURS, ICC-ES ESR2415 W/ AUTOMATIC BLACKOUT SHADES56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/REMOTE57 INFRATECH DRY SAUNA, DESIGN PER OWNER58 SHOWER W/ HOT MOPPED PAN RECESSED 4" BELOWADJ. F.F W/ FLOOR TO CEILING TILE PER OWNER59 STEAM UNIT BY OWNER60 WINE STORAGE61 FLOOR DRAIN61 MINIMUM ½" GYP BOARD IS REQUIRED BETWEENDWELLING WALL AND A GARAGE, GARAGE CEILING TOBE 5/8" TYPE X IF HABITABLE OR SLEEPING ROOMSARE ABOVE (SEC. R302.6) SEPARATION TO EXTENDFROM FLOOR TO ROOF SHEATHING62 SECANT SHORING PILE63 INSULATION PER T24 ENERGY REPORT64 PANEL CAPACITY AND MIN. 1" CONDUIT FOR FUTURE208/240V 40AMP, GROUNDED AC VEHICLE CHARGINGSTATION65 EGRESS LADDER66SOAKING TUB1/4" = 1'-0"1Section 755
56
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Zoning Administrator - May 30, 2019
Item No. 4a - ADDITIONAL MATERIALS RECEIVED
The Milan Panic Family Trust Residence (PA2019-033)
Zoning Administrator - May 30, 2019
Item No. 4a - ADDITIONAL MATERIALS RECEIVED
The Milan Panic Family Trust Residence (PA2019-033)
May 30, 2019, Zoning Administrator Agenda Comments
Comments submitted by: Jim Mosher ( jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660
(949-548-6229)
Item 1. Draft Minutes of May 16, 2019
Page 1, middle paragraph of Item 3: “Applicant Tom Bitney, on behalf of Uptown Newport, LP,
stated that he had reviewed the staff report and concurs with the staff recommendation.”
Page 1, end of paragraph 2 of Item 8: “The project is consistent with the lots lot’s R-2 Zoning
designation, which allows for two-unit residential development.”
Item 2. Pedicini Residence Coastal Development Permit No. CD2019-009
In considering consistency with the LCP, it seems relevant that the proposal to construct a single
residence on a 3,578 square foot lot creates a density of 12.2 dwelling units per acre, which is
within the range, 10.0-19.9 DU/AC, required for the RSD-C land use designation.
Although being built to the maximum allowable height, it is good to see the mass/footprint of the
structure is less than allowed, leaving some room for a private yard and not anticipating the
adjacent public property can be used for that purpose.
Item 3. Stack Residence Coastal Development Permit No. CD2018-110
In considering consistency with the LCP, it seems relevant that the proposal to construct a single
residence on a 30,524 square foot (0.7 acre) lot creates a density of 1.4 dwelling units per acre,
which is within the range, 0-5.9 DU/AC, required for the RSD-A land use designation.
It is good to see the digital simulations showing how the proposed development will alter public
views (Attachments ZA 4 and ZA 5). Although it may not be relevant to the present hearing, they
make me wonder what is wrong with the existing house and why it needs to be replaced.
Item 4. The Milan Panic Family Trust Residence Coastal Development
In considering consistency with the LCP, it seems relevant that the proposal to construct a single
residence on this 13,628 square foot (0.31 acre) lot creates a density of 3.2 dwelling units per
acre. Unless I have miscalculated, this is inconsistent within the density range of 6.0-9.9 DU/AC
required by the CLUP for the RSD-B land use designation and quoted on page 1 of the staff
report and in Section 1.6 of the resolution.
On page 2, in Table 1 (and at the top of page 10), the reference to a 3-car garage is a bit
confusing since the applicant’s own project description (on page 21) refers to a 6-car garage,
and the drawings on pages 41 and 43 appear to show as many as 11 cars.
On page 3, the staff report says “The maximum bay water elevation is 7.7 feet (NAVD 88) and
may exceed the current 8.55 feet (NAVD 88) top of bulkhead elevation during high tide or
storm events.” In other words, an 8.55 foot bulkhead does not provide entirely adequate
protection when the “bay water elevation” is 7.7 feet. I am, therefore, unable to follow staff’s
reasoning that a 10.6 foot high bulkhead would provide adequate protection in a scenario in
which the 7.7 feet increases to 10.6 feet. It would seem to me the new seawall would have to be
at least as much over 10.6 feet as the present 8.55-foot wall is over 7.7 feet.
Zoning Administrator - May 30, 2019
Item Nos. 1a, 2a, 3a, 4b, 5a, 7a - ADDITIONAL MATERIALS RECEIVED