HomeMy WebLinkAbout10_Clarizio Residence Coastal Development Permit_PA2018-19003/13/2018
CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
October 25, 2018
Agenda Item No. 10
SUBJECT: Clarizio Residence (PA2018-190)
Coastal Development Permit No. CD2018-081
SITE LOCATION: 7401 Seashore Drive
APPLICANT: Chris Clarizio
OWNER: Dino and Hope Clarizio
PLANNER: David Lee, Assistant Planner
949-644-3225, dlee@newportbeachca.gov
LAND USE AND ZONING
General Plan: RT (Two-Unit Residential)
Zoning District : R-2 (Two-Unit Residential)
Coastal Land Use Category: Two-Unit Residential– (30.0-39.9 DU/AC) (RT-E)
Coastal Zoning District: Two-Unit Residential (R-2)
PROJECT SUMMARY
A request for a coastal development permit (CDP) to allow the construction a third-story
roof deck to an existing duplex. An addition and remodel to the existing duplex was approved
and is currently under construction. The height of the existing dwelling will be increased by
approximately 3 feet 7 inches from the existing flat roof to the top of the proposed guardrail.
The addition of the third-story roof deck increases the height by more than 10 percent of the
existing height of the dwelling and causes the requirement for a coastal development permit.
RECOMMENDATION
1)Conduct a public hearing;
2)Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15301 under Class 1 (Existing Facilities), because it has no
potential to have a significant effect on the environment; and
3)Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development
Permit No. CD2018-081 (Attachment No. ZA 1).
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Clarizio Residence CDP
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DISCUSSION
Land Use and Development Standards
The subject property is located in the R-2 Coastal Zoning District, which provides for
two-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.
An addition and remodel to the existing duplex was approved and is currently under
construction. The addition was determined to be exempt from the requirement of a
coastal development permit. The addition of the third-story roof deck and stairwell
enclosure increases the height by more than 10 percent of the existing height of the
dwelling and causes the requirement for a coastal development permit.
The property currently consists of one legal lot developed with a duplex. The
neighborhood is predominantly developed with two - and three-story, single-family
residences and duplexes. The design, bulk, and scale of the development is
consistent with the existing neighborhood pattern of development and expected
future development consistent with applicable development standards. The
addition of the third-story roof deck remains compatible with existing and allowed
development in the neighborhood.
The property is considered nonconforming due to parking because only two one -
car garage spaces are provided, where the Zoning Code and Local Coastal
Program requires one space in a garage and one space covered or in a garage
per dwelling unit. The Zoning Code and Local Coastal Program allows for additions
up to a maximum of 10 percent of the existing floor area of a structure
nonconforming due to parking within a 10 year period. No increase of floor area is
proposed with the proposed roof deck addition.
The existing duplex conforms to all other applicable development standards,
including floor area limit, setbacks, and height, as evidenced by the project plans and
illustrated in Table 1 below. The duplex will remain in compliance with all
development standards with the addition of the third-story roof deck and enclosed
stairwell.
Table 1 – Development Standards
Development Standard Standard Proposed
Setbacks (min.)
Front 0 feet 3’-8”
Sides 3 feet 3 feet
Rear 5 feet 5 feet
Allowable Floor Area (max.) 3,794 square feet 2,993 square feet
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Clarizio Residence CDP
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Allowable 3rd Floor Area (max.) 284 square feet 0 square feet
Open Space (min.) 284 square feet 415 square feet
Parking (min.) 4 Spaces 3 spaces (non-conforming)
Height (max) 24 feet flat roof
29 feet sloped roof
22’-4” flat roof
N/A
Hazards
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 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.
The development is set back approximately 570 feet from the mean high water line.
Due to the large distance from coastal waters, a Water Quality Management Plan
(WQMP) and a Construction Pollution Prevention Plan (CPPP) are not required.
Public Access
The project site is located in West Newport between the nearest public road and the sea.
Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation
Impacts) requires that the provision of public access bear a reasonable relationship
between the requirement and the project’s impact and be proportional to the impact. In
this case, the project is the addition of a third-story roof deck to an existing duplex located
on a private lot. 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 so as not to block or impede
existing public access opportunities.
The project site is not located adjacent to a coastal view road, or public viewpoint, as
identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site
and surrounding area did not identify any other public view opportunities. The project
may be located within the viewshed of distant public viewing areas. However, the project
is located on an inland lot, and the addition to the existing duplex complies with all
applicable Local Coastal Program (LCP) development standards and maintains a
building envelope consistent with the existing neighborhood pattern of development.
Therefore, the project does not have the potential to degrade the visual quality of the
Coastal Zone or result in significant adverse impacts to public views.
The Coastal Land Use Plan identifies Seashore Drive as a means of lateral access to
the nearby public beach. Vertical access to the public beach is provided by Summit
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Clarizio Residence CDP
Zoning Administrator, October 25, 2018
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Street and Olive Street. The addition of the roof deck does not impact access to the
public beach.
ENVIRONMENTAL REVIEW
This project is exempt from the California Environmental Quality Act (CEQA) pursuant to
Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines, California Code
of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect
on the environment. The Class 1 exemption includes the additions to existing structures.
The proposed project is the addition a new roof deck and stair enclosure to an existing
duplex located in the R-2 Coastal Zoning District.
PUBLIC NOTICE
Notice of this public hearing was published in the Daily Pilot, mailed to all owners and
residential occupants of property within 300 feet of the boundaries of the site (excluding
intervening rights-of-way and waterways), including the applicant, and posted on the
subject property at least 10 days before the scheduled hearing, consistent with the
provisions of the Municipal Code. Additionally, the item appeared on the agenda for this
meeting, which was posted at City Hall and on the City website.
APPEAL PERIOD:
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:
__________________________
David S. Lee, Assistant Planner
JM/dl
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
5
RESOLUTION NO. ZA2018-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2018-081 TO ADD A THIRD-
STORY ROOF DECK TO AN EXISTING DUPLEX LOCATED AT
7401 SEASHORE DRIVE (PA2018-190)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Chris Clarizio, with respect to property located at 7401
Seashore Drive, and legally described as Lot 8 of Block N, requesting approval of a Coastal
Development Permit.
2. The applicant proposes the construction a third-story roof deck to an existing duplex. An
addition and remodel to the existing duplex was approved and is currently under
construction. The height of the existing dwelling will be increased by approximately 3 feet
7 inches from the existing flat roof to the top of the proposed guardrail. The addition of the
third-story roof deck increases the height by more than 10 percent of the existing height of
the dwelling and causes the requirement for a coastal development permit.
3. The subject property is located within the Two-Unit Residential (R-2) Zoning District and
the General Plan Land Use Element category is Two-Unit Residential (RT).
4. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is Two Unit Residential – (20.0 - 29.9 DU/AC) (RT-E) and the Coastal Zoning
District is Single-Unit Residential (R-2).
5. A public hearing was held on October 25, 2018, in the Corona del Mar Conference Room
(Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and
purpose of the hearing was given in accordance with the Newport Beach Municipal
Code. Evidence, both written and oral, was presented to, and considered by, the Zoning
Administrator at this hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project is categorically exempt pursuant to Title 14 of the California Code of
Regulations (Section 15301, Article 19 of Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Existing Facilities), because it has no
potential to have a significant effect on the environment.
2. Class 1 includes additions to existing structures. The proposed project is the addition of
a new roof deck to an existing duplex located in the R-2 Coastal Zoning District.
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Zoning Administrator Resolution No. ZA2018-019
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SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal
Code, 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. An addition and remodel to the existing duplex was approved and is currently under
construction. The approved 241-square-foot addition creates a total floor area (including
garage spaces) of 2,993 square feet. The applicant requests to add a new 333-square-
foot open roof deck. The height of the duplex will increase from approximately 18 feet 9
inches to 22 feet 4 inches, which is an increase of approximately 19 percent.
2. The property is considered nonconforming due to parking because only two one-car
garage spaces are provided, where the Zoning Code and Local Coastal Program
requires one space in a garage and one space covered or in a garage per dwelling unit.
The Zoning Code and Local Coastal Program allows for additions up to a maximum of
10 percent of the existing floor area of a structure nonconforming due to parking within
a 10 year period. No increase of floor area is proposed with the proposed roof deck
addition.
3. The proposed development complies with all other applicable residential development
standards including, but not limited to, floor area limitation, setbacks, and height.
a. The maximum floor area limitation is 3,794 square feet. The previously approved
addition that is currently under construction has a proposed floor area of 2,993
square feet. No additional floor area is proposed as part of the roof deck addition .
b. The proposed development complies with the required setbacks, which are 5 feet
along the property line abutting West Ocean Front Alley, and 3 feet along each
side property line. There is no required setback abutting Seashore Drive.
c. The highest guardrail/parapet is 22 feet 4 inches from established grade. The
proposed development complies with all height requirements.
4. The neighborhood is predominantly developed with two- and three-story single-family
residences and duplexes. The proposed design, bulk, and scale of the development is
consistent with the existing neighborhood pattern of development and expected future
development.
5. The development is set back approximately 570 feet from the mean high water line. Due
to the large distance from coastal waters, a Water Quality Management Plan (WQMP)
and a Construction Pollution Prevention Plan (CPPP) are not required.
6. 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)
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Zoning Administrator Resolution No. ZA2018-019
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01-03-17
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.
7. Landscaping is not proposed as a part of this project.
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 .
Fact in Support of Finding:
1. The project site is located between the nearest public road and the sea or shoreline; the
project will not affect the public’s ability to gain access to, use, and/or view the coast and
nearby recreational facilities.
2. The project site is located in West Newport between the nearest public road and the sea.
Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation
Impacts) requires that the provision of public access bear a reasonable relationship
between the requirement and the project’s impact and be proportional to the impact. In this
case, the project is the addition of a third-story roof deck to an existing duplex located on
a private lot. 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 so as not to block or impede existing public
access opportunities.
3. The project site is not located adjacent to a coastal view road, or public viewpoint, as
identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site
and surrounding area did not identify any other public view opportunities. The project may
be located within the viewshed of distant public viewing areas. However, the project is
located on an inland lot, and the addition to the existing duplex complies with all applicable
Local Coastal Program (LCP) development standards and maintains a building envelope
consistent with the existing neighborhood pattern of development. Therefore, the project
does not have the potential to degrade the visual quality of the Coastal Zone or result in
significant adverse impacts to public views.
4. The Coastal Land Use Plan identifies Seashore Drive as a means of lateral access to the
nearby public beach. Vertical access to the public beach is provided by Summit Street and
Olive Street. The addition of the roof deck does not impact access to the public beach.
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Zoning Administrator Resolution No. ZA2018-019
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SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2018-081, 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 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.
PASSED, APPROVED, AND ADOPTED THIS 25TH DAY OF OCTOBER, 2018.
_____________________________________
Patrick J. Alford, Zoning Administrator
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Zoning Administrator Resolution No. ZA2018-019
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01-03-17
EXHIBIT “A”
CONDITIONS OF APPROVAL
1. The development shall be in substantial conformance with the approved site plan, floor
plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval).
2. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new Coastal Development Permit.
3. Coastal Development Permit No. CD2018-081 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
4. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
5. 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.
6. This Coastal Development Permit may be modified or revoked by the Zoning
Administrator if determined that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained
so as to constitute a public nuisance.
7. Prior to issuance of the building permits, a copy of the Resolution, including conditions
of approval Exhibit “A” shall be incorporated into the Building Division and field sets of
plans.
8. 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.
9. 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.
10. 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.
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Zoning Administrator Resolution No. ZA2018-019
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01-03-17
11. Should the property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, property owner, or the leasing agent.
12. This approval shall expire and become void unless exercised within 24 months from the
actual date of review authority approval, except where an extension of time is approved in
compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach
Municipal Code.
13. 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 Clarizio Residence Coastal Development Permit including, but not limited to,
Coastal Development Permit No. CD2018-081 (PA2018-190). 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.
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03/13/2018
Attachment No. ZA 2
Vicinity Map
12
03/13/2018
VICINITY MAP
Coastal Development Permit No. CD2018-081
PA2018-190
7401 Seashore Drive
Subject Property
13
03/13/2018
Attachment No. ZA 3
Project Plans
14
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:24:43 PM
T1.0
COVER SHEETCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
NO. DATE DESCRIPTION
15
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:24:51 PM
IN1.0
INDEX SHEETCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
REVISION LIST
PROJECT TEAM
CONSTRUCTION VALUATION
THE FOLLOWING PROJECT CONSISTS OF A REMODELED 2-STORY
ABOVE GRADE DUPLEX WITH 2 ATTACHED 1-CAR GARAGES AT THE
FIRST FLOOR LEVEL
TOTAL BEDROOMS: (8)
TOTAL BATHS: (5) FULL BATHS
*THE EXISTING STRUCURE IS A DUPLEX AND THE PROJECT WILL
REMAIN A DUPLEX. NO REHABILITATED LANDSCAPE IS PROPOSED.
1. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE
REQUIRED FOR SWIMMING POOL AND SPA, POOL AND SPA
MECHANICAL EQUIPMENT, ANY SITE RETAINING WALLS OVER 4 FEET
HIGH FROM THE BOTTOM OF THE FOUNDATION TO TOP OF WALL,
ANY BLOCK WALLS OVER 3.5 FEET, MASONRY OR CONCRETE FENCES
OVER 3.5 FEET HIGH, DETACHED PATIO COVERS, TRELLISES,
ACCESSORY BUILDING(S) . . .ETC.
2. SEPARATE DRAWING SUBMITTAL(S) AND PERMIT(S) IS/ARE
REQUIRED FOR THE N.F.P.A. 13-D AUTOMATIC FIRE SPRINKLER
SYSTEM. THE SYSTEM SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH THE 2013 N.F.P.A. 13-D AND AMENDMENTS AS
ADOPTED BY THE LOCAL JURISDICTION. SPRINKLER IS REQUIRED AT
PLANS SHALL BE SUBMITTED AND APPROVED BY PRIOR TO ISSUING A
BUILDING PERMIT OR SHALL BE OBTAINED PRIOR TO CALLING FOR
ROOF SHEATHING INSPECTION. THE SYSTEM SHALL BE OPERATIONAL
PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY
FOR ALL ONSITE STRUCTURES.
3. ALL DEFERRED SUBMITTALS ARE TO BE REVIEWED BY THE PROJECT
ARCHITECT OR ENGINEER OF RECORD, AND CERTIFIED PRIOR TO
SUBMITTAL FOR PLAN REVIEW. THE FOLLOWING DEFERRED
SUBMITTALS ARE REQUIRED:
A. FIRE SPRINKLER SYSTEM
B. HVAC EQUIPMENT SOUND ATTENUATION
DEFERRED SUBMITTALS
TRACT SEASHORE COLONY
LOT AREA: 2,560 S.F.
MAX. ALLOWABLE S.F.: 3,794.4 S.F.
PARCEL (APN):045-021-03
LOT:8
BLOCK:N
MINIMUM BUILDING SETBACKS:
FRONT YARD:0'-0" FROM ANY FRONT PROPERTY LINE
REAR YARD:5'-0" FROM ANY REAR PROPERTY LINE
SIDE YARD:3'-0" FROM ANY SIDE PROPERTY LINE
MAXIMUM BUILDING HEIGHT:
SLOPED ROOF: 0'-0" ABOVE NATURAL GRADE PER EXHIBIT 'A'
MAXIMUM BUILDING AREA:
BUILDABLE AREA = 2,560 SF (LA) - 662.8 SF (SB) = 1897.2 SF
MAXIMUM FLOOR AREA = 1897.2 X 2 = 3,794.4 SF
2016 CALIFORNIA RESIDENTIAL CODE
2016 CALIFORNIA BUILDING CODE
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 CALIFORNIA FIRE CODE
2016 CALIFORNIA ENERGY CODE
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE
2016 TITLE-24 BUILDING ENERGY EFFICIENCY STANDARDS
THE CITY OF NEWPORT BEACH, CA MUNICIPAL AND ZONING CODE
THIS PROJECT SHALL COMPLY WITH ALL OTHER REGULATIONS AND
ORDINANCES ADOPTED BY THE LOCAL GOVERNING AGENCY OF
THE CITY OF NEWPORT BEACH
CALIFORNIA GREEN GENERAL NOTES:
REFER TO GENERAL NOTE AND MEP SHEETS FOR APPLICABLE CALIFORNIA GREEN BUILDING STANDARDS CODE REQUIREMENTS AS IT
PERTAINS TO LOW-RISE RESIDENTIAL BUILDINGS.
USE:EXISTING RESIDENTIAL DUPLEX
OCCUPANCY TYPE:R-3 /U (LIGHT STORAGE & PRIVATE GARAGE)
TYPE OF CONSTRUCTION:V-B (N.F.P.A. 13D SPRINKLER SYESTEM PROVIDED)
ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO
OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU
SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS
PERMIT.
PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC
WORKS DEPARTMENT.
NONCONFORMING DUE TO PARKING - ADDITIONS UP TO A MAXIMUM OF TEN PERCENT OF THE EXI STING FLOOR AREA OF THE
STRUCTURE WITHIN A TEN YEAR PERIOD ARE PERMITTED.
FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42
INCHES FROM EXISTING GRADE PRIOR TO THE CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S).
CODES & REQUIREMENTS
ABBREVIATIONS
LEGAL DESCRIPTION
PROJECT SCOPE
CLIENT:
CHRIS CLARIZIO
1412 ORLANDO DRIVE
ARCHADIA, CA 91006
949-392-3030
CHRIS.CLARIZIO@GMAIL.COM
ARCHITECT:
OATMAN ARCHITECTS, INC.
412 31ST STREET
NEWPORT BEACH, CA 92663
949.675.1755 OFFICE
949.657.1758 FAX
CONTACT: HOMER OATMAN, AIA
LANDSCAPE ARCHITECT:
-
-
-
-
-
INTERIOR DESIGNER:
-
-
-
-
-
-
STRUCTURAL ENGINEER:
BURKE STRUCTURAL ENGINEERS, PC
151 KALMUS DRIVE, BLDG, E - 140
COSTA MESA, CA 92626
(657) 289-0460 OFFICE
CONTACT: TOMAS BURKE
MECHANICAL/PLUMBING ENGINEER/ELECTRICAL ENGINEER:
-
-
-
-
-
-
CIVIL ENGINEER:
TOAL ENGINEERING, INC.
139 AVENIDA NAVARRO
SAN CLEMENTE, CA 92672
949.492.8586 OFFICE
CONTACT: CALEB RIOS
-
GEO TECHINCAL ENGINEER:
-
-
-
-
-
-
SITE INFORMATION
VICINITY MAP
SHEET INDEX
CONSTRUCTION NOTES
HEIGHT OF
CONSTRUCTION
DISTANCE FROM
CONSTRUCTION TO LOT LINE
TYPE OF PEDESTRIAN
PROTECTION REQUIRED
LESS THAN 5'-0"
5'-0" OR MORE
LESS THAN 5'-0"
5'-0" OR MORE, BUT NOTE MORE THAN 1/4
THE HEIGHT OF CONSTRUCTION
5'-0" OR MORE, BUT BETWEEN 1/4 AND 1/2
THE HEIGHT OF CONSTRUCTION
5'-0" OR MORE, BUT EXCEEDING 1/2
THE HEIGHT OF CONSTRUCTION
CONSTRUCTION RAILINGS
NONE
NONE
8'-0" OR LESS
MORE THAN 8'-0"
BARRIER/COVERED WALKWAY
BARRIER/COVERED WALKWAY
BARRIER
GROSS FLOOR AREA
GENERAL
T1.0 COVER SHEET
IN1.0 INDEX SHEET
GN1.0 GENERAL NOTES
GN2.0 GENERAL NOTES
GN3.0 GENERAL NOTES
GN4.0 CITY OF NB REQUIRED FORMS
GN5.0 TITLE 24
ARCHITECTURAL
A0.1 AS-BUILT SITE PLAN
A0.2 AS BUILT PLANS
A0.3 AS-BUILT ELEVATIONS
A0.4 SITE DEMO PLAN
A0.5 DEMO PLAN
A0.6 DEMO ELEVATIONS
A1.0 ARCHITECTURAL SITE PLAN
A3.0 FLOOR PLANS
A3.4 FLOOR AREA EXHIBIT
A4.0 ROOF PLAN
A5.0 EXTERIOR ELEVATIONS
A6.0 BUILDING SECTIONS
A7.0 REFLECTED CEILING PLANS
ARCHITECTURAL DETAILS
D1.0 DETAILS
D2.0 DOOR & WINDOW DETAILS
D3.0 STAIR & RAILING DETAILS
UR. URINAL
VAN. VANITY
VLT. VAULT
VERT VERTICAL
VEST. VESTIBULE
V.S. VEGI SINK
W. WEST
W/ WITH
W.C. WATER CLOSET
WD. WOOD
W.H. WATER HEATER
W/O WITHOUT
WP. WATERPROOF
WSCT. WAINSCOT
WT. WEIGHT
WDW. WINDOW
STL. STEEL
STOR. STORAGE
STRL. STRUCTURAL
STRUCT'
L
STRUCTURAL
STRUCT STRUCTURE
S.S. SERVICE SINK
SUSP. SUSPENDED
SUB-FL. SUB-FLOOR
SW SOLID WOOD
SYM. SYMMETRICAL
S4S SURFACED 4 SIDES
T.B. TOWEL BAR
T.B.D TO BE DETERMINED
T.C. TOP OF CURB
TEL. TELEPHONE
TER. TERRAZZO
TEMP. TEMPERED
T&G TONGUE AND
GROOVE
THK. THICK
T.O.C. TOP OF CURB
T.O.D. TOP OF DECKING
T.O.P. TOP OF PLATE
T.O.PAR
.
TOP OF PARAPET
T.O.S. TOP OF SLAB
T.O.PAV
.
TOP OF PAVEMENT
T.P. TOILET PAPER
DISPENSER
TRANS. TRANSOM
TRD. TREAD
T.V. TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL
UNF. UNFINISHED
U.O.N. UNLESS OTHERWISE
NOTED
REFR. REFRIGERATOR
REV REVERSE
REINF REINFORCE,
REINFORCED
RGTR. REGISTER
R.H.B. RECESSED HOSE BIBB
REQ. REQUIRED.
REQUIREMENTS
RESIL. RESILIENT
RM. ROOM
R.O. ROUGH OPENING
R.OS. REVERSE OSMOSIS
RWD. REDWOOD
R.W.L. RAIN WATER LEADER
S. SOUTH
S.C. SOLID CORE
S.C.D. SEAT COVER
DISPENSER
SCHED. SCHEDULE
S.D. SOAP DISPENSER
SECT. SECTION
S.F. SQUARE FEET
S.H. SINGLE HUNG
SHR. SHOWER
SHT. SHEET
SHTG. SHEATHING
SIM. SIMILAR
SKYLT. SKYLIGHT
SLPG. SLOPING
SLDR. SLIDER/ SLIDING
S.N.D. SANITARY NAPKIN
DISPENSER
S.N.R. SANITARY NAPKIN
RECEPTACLE
SP. SPACE
SPEC. SPECIFICATIONS
SQ. SQUARE
S.ST. STAINLESS STEEL
STA. STATION
STD. STANDARD
O.D. OUTSIDE DIAMETER
(DIM.)
OFF. OFFICE
O.H.C. OVERHEAD CABINET
OPNG. OPENING
OPP. OPPOSITE
PAN. PANTRY
P.D. POCKET DOOR
PRCST. PRECAST
PL. PLATE
P.LAM. PLASTIC LAMINATE
PLAS. PLASTER
PNL. PANEL
PTD. PAINTED
PLUMB. PLUMBING
PLYWD. PLYWOOD
PL PROPERTY LINE
PR. PAIR
P.T. PRESSURE TREATED
PREFAB PREFABRICATED
P.T.D. PAPER TOWEL
DISPENSER
P.T.D/R COMBINATRION
PAPER TOWEL
DISPENSER &
RECEPTACLE
PTN. PARTITION
P.T.R. PAPER TOWEL
RECEPTACLE
Q.T. QUARRY TILE
R. RISER
RAD. RADIUS
R.A.G. RETURN AIR GRILLE
R RADIUS
R.C.W. RECESSED COLD
WATER
R.D. ROOF DRAIN
REF. REFERENCE
JT. JOINT
LAM. LAMINATE
LAV. LAVATORY
LIN. LINEN
LKR. LOCKER
LT. LIGHT
LVD. LOUVERED
MAINT. MAINTENANCE
MAX. MAXIMUM
M.B. MACHINE BOLT
M.C. MEDICINE CABINET
MDF MEDIUM DENSITY
FIBER BD.
MECH. MECHANICAL
MEMB. MEMBRANE
MET. METAL
MFGR. MANUFACTURER
MH. MANHOLE
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
MTD. MOUNTED
MTL METAL
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
NO. OR
#
NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O/ OVER
O.A. OVERALL
OBS. OBSCURE
O.C. ON CENTER
F.S. FULL SIZE
FT. FOOT OR FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
GA. GAUGE
GALV. GALVANIZED
G.B. GRAB BAR
GL. GLASS
GND. GROUND
G.P.F. GALLONS PER FLUSH
G.P.M. GALLONS PER
MINUTES
GR. GRADE
GYP. GYPSUM
GYP.
BD.
GYPSUM BOARD
G.B. GYPSUM BOARD
H.B. HOSE BIBB
H.C. HOLLOW CORE
HDWD. HARDWOOD
HDWE. HARDWARE
HDR. HEADER
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
H.V.A.C HEATING
VENTILATING AIR
CONDITIONING
HORZ HORIZONTAL
I.D. INTERIOR DESIGNER
I.DIA. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
JAL. JALOUSIE
JAN. JANITOR
ELEC. ELECTRICAL
ELEV. ELEVATOR
EMER. EMERGENCY
ENCL. ENCLOSED
E.P. ELECTRICAL
PANELBOARD
EQ. EQUAL
EQPT. EQUIPMENT
E.W.C. ELECTRIC WATER
COOLER
EXST. EXISTING
EXP. EXPANSION
EXPO. EXPOSED
EXT. EXTERIOR
F.A. FIRE ALARM
F.A.U FORCED AIR UNIT
F.B. FLAT BAR
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.E. FIRE EXTINGUISHER
F.E.C. FIRE EXTINGUISHER
CABINET
F.F. FINISH FLOOR
F.G. FINISH GRADE OR
FIXED GLASS
F.GAS FUEL GAS
F.H.C. FIRE HOSE CABINET
FIN. FINISH
FIX. FIXED
FL. FLOOR
FLASH. FLASHING
FLUOR. FLUORESCENT
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MULLION
F.O.S. FACE OF STUDS
F.P. FIREPLACE
FPRF. FIREPROOF
FR. FRENCH
FRAM'G FRAMING
C.B. CATCH BASIN
CEM. CEMENT
CER. CERAMIC
C.I. CAST IRON
C.G. CORNER GUARD
CLG. CEILING
CLKG. CAULKING
COL. COLUMN
CONC. CONCRETE
CONN. CONNECTION
CONSTR
.
CONSTRUCTION
CONT. CONTINUOUS
C.O.F. CORNER OF FINISH
CORR. CORRIDOR
CSMT. CASEMENT
CNTR. CENTER
CTSK. COUNTERSUNK
DBL. DOUBLE
DEPT. DEPARTMENT
D.F. DRINKING FOUNTAIN
DET. DETAIL.
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
D.O. DOOR OPENING
DR. DOOR
DS. DOWNSPOUT
D.S.P. DRY STANDPIPE
D.V. DRYER VENT
DW DISHWASHER
DWG'S DRAWINGS
DWR. DRAWER
E. EAST
EA. EACH
E.D.F DRINK FOUNTAIN
E.J. EXPANSION JOINT
EL. ELEVATION
& AND
< ANGLE
@ AT
₵ CENTERLINE
Ø DIAMETER OR ROUND
# POUND OR NUMBER
(E) EXISTING
A.B. ANCHOR BOLT
ABV. ABOVE
A.C. AIR CONDITIONER
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
AGGR. AGGREGATE
AL. ALUMINUM
ALUM. ALUMINUM
APPROX
.
APPROXIMATE
ARCH. ARCHITECT
ARCH'L. ARCHITECTURAL
ASPH. ASPHALT
A.V. AUDIO/ VIDEO
AWNG. AWNING
BD. BOARD
BDRM. BEDROOM
B.I. BUILT-IN
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLT. BOLT
BM. BEAM
B.O.B. BOTTOM OF BEAM
BOT. BOTTOM
B.S. BAR SINK
CAB. CABINET
ADDITION AREA
T.O. SLAB 1ST FL.
FIRST FLOOR CARPORT ADDITION 224 SF
224 SF
T.O. SHTG 2ND FL.
SECOND FLOOR BEDROOM ADDITION 129 SF
SECOND FLOOR LIVING ROOM ADD.112 SF
SECOND FLOOR DECK ADDITION 191 SF
432 SF
T.O. SHTG 3RD FL.
ROOF DECK ADDITION 333 SF
333 SF
GRAND TOTAL 988 SF
REMODEL AREA
T.O. SLAB 1ST FL.
FIRST FLOOR KITCHEN REMODEL 89 SF
FIRST FLOOR REMODELED BEDROOM 160 SF
FIRST FLOOR GARAGE DEMO 167 SF
DRYWALL DEMO FOR SHEAR 17 SF
DRYWALL DEMO FOR SHEAR 39 SF
FIRST FLOOR CEILING REMODEL 448 SF
FIRST FLOOR CEILING REMODEL 137 SF
1,057 SF
T.O. SHTG 2ND FL.
SECOND FLOOR REMODELED 841 SF
841 SF
GRAND TOTAL 1,898 SF
TOTAL = 2,752 SF (EXISTING) + 241 SF (ADDITION) = 2,993 SF
*ONLY 241 SF OF THE ADDITION AREA IS CONDITIONED SPACE AND
EQUIALS 8.75% OF THE EXISTING BUILDING. SEE SHEET A3.4 FOR
ADDITIONAL INFORMATION AND EXHIBITS.
OPEN VOLUME AREA:
REQUIRED = 1897.2 SF X 15% = 284.58 SF
PROVODED = 224 SF (CARPORT) + 191 (DECK) = 415 SF
EXISTING S.F. LIVING 2,200
EXISTING S.F. GARAGE 552
TOTAL EXISTING S.F.= 2752
EXISTING AREAS
CIVIL
C-1 TITLE SHEET
C-2 PRECISE GRADING PLAN
C-3 SECTIONS AND DETAILS
C-4 EROSION CONTROL PLAN
C-5 TOPOGRAPHIC SURVEY
STRUCTURAL
SN1 GENERAL STRUCTURAL NOTES, LEGEND
AND ABBREVIATIONS
SN2 SPECIAL INSPECTIONS NOTES
SN3 SPECIAL INSPECTIONS NOTES
ST1 TYPICAL CONCRETE DETAILS
ST2 TYPICAL WOOD DETAILS
ST3 TYPICAL WOOD DETAILS AND POST IN
WALL DETAILS
ST4 DRAG DETAILS
ST5 TYPICAL HOLDOWN DETAILS
ST6 TYPICAL HOLDOWN DETAILS
ST7 STRONG WALL WOOD SHEAR WALL
C-L-WSW16
ST8 STEEL MOMENT FRAME CONNECTION
S1.0 FOUNDATION PLAN
S2.0 FLOOR FRAMING PLAN
S2.1 ROOF/DECK FRAMING PLAN
A 06/08/18 1ST PLAN CHECK CORRECTIONS.
B 06/28/18 2ND PLAN CHECK CORRECTIONS.
C 08/03/18 ROOF DECK RAILING AND STAIR
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
B 06/28/18 PLAN CHECK CORRECTIONS
16
BENCHMARK NOTE:
OCSBM 1L-99-91
ELEV=24.742
NAVD88 DATUM, 2005 ADJ.
BOUNDARY NOTE:
SCALE: 1/8"=1'
1 3 9 A v e n i d a N a v a r r o
S a n C l e m e n t e , C A 9 2 6 7 2
9 4 9 .4 9 2 .8 5 8 6
w w w .t o a l e n g i n e e r i n g .c o m
C I V I L E N G I N E E R I N G
L A N D S U R V E Y I N G
S T OR MWA T E R QUA L I T Y
EASEMENT NOTES
17
N 36°54'04" E86.00'N 36°54'04" E84.90'N
5
5°1
2'3
8"
W
3
0.0
2'N 53°05'56" W30.00'7.50'7.50'LOT 7OLIVE STREETSEASHORE DRIVEA
L
L
E
Y TR1TR101Edison manholeTR4Sewer manholeSewer COWater valveFire hydrantW a te r v a lv e
TR3Sewer COWater meterElectric boxG a s m e te rCLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:10 PM
A0.1
AS-BUILT SITE PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
3/16" = 1'-0"1 AS-BUILT SITE PLAN
NO. DATE DESCRIPTION
18
WH
UP
W D
OVENWH
DN
4
A5.0
1
A5.0
2
A5.0
3
A5.0
1
A0.6
2
A0.6
3
A0.6
4
A0.6
18'-6 1/2"5'-5 1/2"
11'-10 1/4"3 1/2"11'-10 1/4"
9'-10 1/4"2'-0"
KITCHEN HALL
BATH
CL.
CL.
CL.
HALL
BED 1
BED 2
EXISTING GARAGE
EXISTING GARAGE
SETBACK3'-0"SETBACK
3'-0"SETBACK5'-0"24'-0"62'-4 1/2"22'-5"
UTL.
LIVING ROOM2'-2"7'-9"5'-2"4'-10 1/2"4'-7"7'-8 1/2"2'-10 1/2"15'-1"9'-5 1/2"10'-7"2'-10"10'-4 1/2"12'-9"1'-3 1/2"24'-6 1/2"37'-10"5'-8 1/2"1'-4"4'-4"3'-8 1/2"4'-9 1/2"2'-1"1'-5"1'-2"7'-1 1/2"7'-0 1/2"7'-11 1/2"2'-0"7'-11"4'-6"7'-0 1/2"8'-0 1/2"6'-10 1/2"2'-7"14'-2"9'-11 1/2"12'-5"1'-3 1/2"1
A0.3
2
A0.3
3
A0.3
4
A0.3
2'-3"9'-3 3/4"6'-7 1/2"3'-9"8'-4"4'-5"ALLEY
SEASHORE DRIVEOLIVE ST4
A5.0
1
A5.0
2
A5.0
3
A5.0
1
A0.6
2
A0.6
3
A0.6
4
A0.6
12'-0"12'-0"
24'-0"62'-4 1/2"15'-0"47'-4 1/2"7'-6 1/2"8'-11"7'-6 1/2"
BATH 1
BED 2
BED 3
CL.CL.
4'-7 1/4"4'-3 3/4"SETBACK3'-0"SETBACK
3'-0"
SETBACK
3'-0"SETBACK5'-0"CL.
BED 1
KITCHEN
LIVING ROOM
ROOF DECK
2'-1 7/8"2'-5 3/8"2'-1 7/8"2'-1 7/8"2'-5"7'-11 1/2"4'-1 1/2"5'-3 1/2"7'-0 1/2"4'-6 1/2"8'-4 5/8"4'-3 7/8"8'-10 11/256"6'-1 245/256"3'-3 1/2"10'-4 1/2"9'-5"11'-7"12'-8 1/2"47'-4 1/2"15'-0"62'-4 1/2"2'-6"11'-6"4'-11"5'-7"3'-3 1/2"14'-0"10'-6"2'-11"16'-8"15'-0"10'-0 5/8"1'-11 3/8"
1
A0.3
2
A0.3
3
A0.3
4
A0.3 8'-2 1/2"6'-9 1/2"3'-6 1/2"5'-4"3'-3 1/4"1'-11 1/4"5'-7 1/2"4'-3 1/2"
6'-2 3/4"2'-6"3'-5"11'-10 1/4"
6'-6 3/4"2'-2"
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:13 PM
A0.2
AS BUILT PLANSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 FIRST FLOOR 1/4" = 1'-0"2 SECOND FLOOR
NO. DATE DESCRIPTION
19
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"8'-0"10"8'-0"17'-10 7/16"EST. GRADE 12.89'
EXISTING ROOF 31.67'
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"8'-0"10"8'-0"17'-10 7/16"T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"TOP OF EXISTING ROOF18'-9 3/8"8'-0"10"8'-0"EST. GRADE 12.89'
EXISTING ROOF 31.67'
EXISING BUILDING HEIGHT ABOVE ESTABLISHED GRADE:
31.97' - 12.89' = 18.78'
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"8'-0"10"8'-0"17'-10 7/16"CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:31 PM
A0.3
AS-BUILT
ELEVATIONSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"2 AS-BUILT_LEFT
1/4" = 1'-0"4 AS BUILT_RIGHT
1/4" = 1'-0"1 AS-BUILT_FRONT
1/4" = 1'-0"3 AS BUILT_REAR
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
B 06/28/18 PLAN CHECK CORRECTIONS
20
N 36°54'04" E86.00'N 36°54'04" E84.90'N
5
5°1
2'3
8"
W
3
0.0
2'N 53°05'56" W30.00'7.50'7.50'LOT 8, BLOCKNSEASHORE COLONYTRACTLOT 7OLIVE STREETSEASHORE DRIVEA
L
L
E
Y
E xistin g re sid e n ce TR1TR101Edison manholeTR4Sewer manholeSewer COWater valveFire hydrantW a te r v a lv e
TR3Sewer COWater meterElectric boxG a s m e te rEXISTING CONCRETE
TO BE DEMOLISHED
EXISTING CMU WALL
TO BE DEMOLISHED
REPLACE EXISTING
CLAY & CAST IRON
SEWER LINE
SITE DEMO LEGEND
PROPERTY LINE
MINIMUM BUILDING SETBACK LINE
EXISTING WALLS TO BE REMOVED
EXISING CONCRETE TO BE REMOVED
EXISTING CONCRETE
NOTE:
1. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO
DESCEND; OR OBTAIN A NECESSARY PERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO
THE ISSUANCE OF A BUILDING OR GRADING PERMIT.
2. FOR SPECIAL INSPECTION FORMS SEE STRUCTURAL DRAWINGS.
3. VERIFY EXACT SIZE, LOCATIONS AND DEPTH (WHERE APPLICABLE) OF ALL EXISTING PIPING, LINES, LATERALS, AND WYES
BEFORE STARTING TRENCHING OR ANY OTHER WORK. FIELD VERIFY THAT INVERT ELEVATIONS ARE SUFFICIENT TO
MAINTAIN REQUIRED SLOPES. SHOULD IT BE NECESSARY TO REROUTE LINES DUE TO CONDITIONS FOUND ON THE SITE OR
IF INDICATED POINT OF CONNECTIONS CAN NOT BE MADE TO THE LINES AS FOUND, THE CONTRACTOR SHALL, BEFORE
CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED.
4. THE SEWER LINES ARE PRESENTED DIAGRAMMATICLY TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND
EXACT LOCATIONS ARE NOT INDICATED. LOCATION OF PIPING MAY VARY AS LONG AS INDICATED PIPE SIZES ARE
INSTALLED. INSTALL PIPING IN AVAILABLE LOCATIONS. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION.
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:35 PM
A0.4
SITE DEMO PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
3/16" = 1'-0"1 SITE DEMO PLAN
NO. DATE DESCRIPTION
21
WH
UP
W D
OVENWH
DN
KITCHEN HALL
BATH
CL.
CL.
CL.
HALL
BED 1
BED 2
EXISTING GARAGE
EXISTING GARAGE
FAMILY ROOM
1
A0.6
2
A0.6
3
A0.6
4
A0.6
ALLEY
SEASHORE DRIVEOLIVE STBATH 1
BED 2
BED 3
CL.CL.
CL.
BED 1
KITCHEN
LIVING ROOM
ROOF DECK
1
A0.6
2
A0.6
3
A0.6
4
A0.6
DEMO LEGEND
EXISTING 2X4 WOOD STUD WALLS
DEMOLISHED/REMOVED
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:39 PM
A0.5
DEMO PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 FIRST FLOOR
1/4" = 1'-0"2 SECOND FLOOR
NO. DATE DESCRIPTION
22
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:52 PM
A0.6
DEMO ELEVATIONSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 DEMO_FRONT
1/4" = 1'-0"3 DEMO_REAR
1/4" = 1'-0"2 DEMO_LEFT
1/4" = 1'-0"4 DEMO_RIGHT
NO. DATE DESCRIPTION
23
N 36°54'04" E86.00'N 36°54'04" E84.90'N
5
5°1
2'3
8"
W
3
0.0
2'N 53°05'56" W30.00'LOT 7OLIVE STREETSEASHORE DRIVEA
L
L
E
Y TR1TR101Edison manholeTR4Sewer manholeSewer COWater valveFire hydrantW a te r v a lv e
TR3Sewer COWater meterElectric boxG a s m e te rSITE LEGEND
PROPERTY LINE
MINIMUM BUILDING SETBACK LINE
PER EXHIBIT 'A'
NOTE:
1. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO
DESCEND; OR OBTAIN A NECESSARY PERMIT FROM THE STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY PRIOR TO
THE ISSUANCE OF A BUILDING OR GRADING PERMIT.
2. FOR SPECIAL INSPECTION FORMS SEE STRUCTURAL DRAWINGS.
3. VERIFY EXACT SIZE, LOCATIONS AND DEPTH (WHERE APPLICABLE) OF ALL EXISTING PIPING, LINES, LATERALS, AND WYES
BEFORE STARTING TRENCHING OR ANY OTHER WORK. FIELD VERIFY THAT INVERT ELEVATIONS ARE SUFFICIENT TO
MAINTAIN REQUIRED SLOPES. SHOULD IT BE NECESSARY TO REROUTE LINES DUE TO CONDITIONS FOUND ON THE SITE OR
IF INDICATED POINT OF CONNECTIONS CAN NOT BE MADE TO THE LINES AS FOUND, THE CONTRACTOR SHALL, BEFORE
CONTINUING, NOTIFY THE ARCHITECT PRIOR TO INSTALLING ANY WORK WHICH MAY BE AFFECTED.
4. THE SEWER LINES ARE PRESENTED DIAGRAMMATICLY TO THE EXTENT THAT ALL OFFSETS, BENDS, SPECIAL FITTINGS AND
EXACT LOCATIONS ARE NOT INDICATED. LOCATION OF PIPING MAY VARY AS LONG AS INDICATED PIPE SIZES ARE
INSTALLED. INSTALL PIPING IN AVAILABLE LOCATIONS. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION.
FOR FURTHER INFORMATION UNDER SEPARATE PERMITS, SEE:
• GRADING #:
• RETAINING WALLS #:
• LANDSCAPE #:
FIRE HYDRANT
WATER VALVE
FH
WV
SITE PLAN NOTES
1. ALL SETBACKS DIMENSIONED FROM PROPERTY LINE TO FACE OF FINISH.
2. SEE TOPOGRAPHIC SURVEY (SHEET C-5) FOR EXISTING TOP OF WALL ELEVATIONS .
VICINITY MAP
T
O FINIS
H
3'-1"
T
O FINIS
H
3'-0".
T
O FINIS
H
3'-0".TO FINISH3'-7 7/8"EXISTING ROOF & STRUCTURE
SETBACK5'-0"15'-0"15'-0"
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:56 PM
A1.0
ARCHITECTURAL SITE
PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
3/16" = 1'-0"1 SITE TRUE NORTHNORTHSEE GRADING PLANS FOR
ADDITIONAL INFORMATION.
ELEV. 12.95'
ELEV. 13.17'
ELEV. 12.53'
ELEV. 12.92'
ESTABLISHED GRAD CALCULATION
12.95' + 13.17' + 12.53' + 12.92' = 51.57' / 4 = 12.89'
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
B 06/28/18 PLAN CHECK CORRECTIONS
24
SLAB PLAN NOTES
1. THIS PLAN IS FOR REFERENCE ONLY.
2. COMPARE AND VERIFY SLAB ELEVATIONS VARIATIONS AS SHOWN ON THE BASEMENT AND FIRST FLOOR
PLANS PRIOR TO AND DURING CONSTRUCTIONS.
3. COMPARE AND VERIFY ALL DIMESIONS AS SHOWN ON THE BASEMENT AND FIRST FLOOR PLANS PRIOR TO
AND DURING CONSTRUCTIONS.
4. COMPARE AND VERIFY ALL EXTERIOR WALL THICKNESS AND EXTERIOR DOOR ROUGH OPENING SIZES IN
RELATION TO THE END OF SLAB AND PERIMETER CURB PRIOR TO CONSTRUCTION.
5. COMPARE AND VERIFY ALL EXTERIOR DOOR DEPRESSIONS IN RELATION TO EXTERIOR DOOR ROUGH
OPENING SIZES PER MANUFACTURER'S SPECIFICATIONS PRIOR TO CONSTRUCTION.
6. COMPARE AND VERIFY ALL HARDSCPE CONDITIONS IN RELATION TO THE ENDE OF SLAB AND PERIMETER
CURB PRIOR TO CONSTRUCTION.
7. ANY DEVIATIONS OR DISCREPANCIES SHALL BE FORWARDED TO THE ARCHITECT.
SLAB PLAN LEGEND
NEW 6" X 6" CONC. CURB, U.N.O.
POURED CONC. SLAB, SEE STRUCT.
DEPRESSED SLAB AREA AND DEPTH
DIMENSION1 1/2"CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:25:59 PM
A2.0
SLAB PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
NO. DATE DESCRIPTION
25
DN
WH
UP
FLOOR PLAN LEGEND
2x8 WOOD STUD WALLS
CONC. WALL, REFER TO
STRUCTURAL
2x4 WOOD STUD WALLS
XXXX
1
DOOR TAG
WINDOW TAG
KEYNOTE
ELEVATION CALLOUTA101
1 Ref
1 Ref1 Ref
1 Ref101
EXISTING 2X4 WOOD STUD WALLS
EGRESS WINDOW SEE NOTE 11
TEMPERED GLASS
FLOOR PLAN NOTES
1. DO NOT SCALE DRAWINGS.
2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION.
3. REFER TO INTERIOR DESIGN DRAWINGS FOR ALL PLUMBING FIXTURES, APPLIANCES, CABINETS, AND INTERIOR FINISH
SCHEDULES. VERIFY DIMENSIONS OF ALL PLUMBING FIXTURES AND APPLIANCES WITH MFGR. SPECIFICATIONS AND
COORDINATE WITH CABINET INSTALLER.
4. REFER TO INTERIOR DESIGN DRAWINGS FOR LOCATION(S) AND HEIGHT(S) OF ALL ART NICHES AND BATHROOM ACCESSORIES
(I.E. TOWEL BARS, TOILET PAPER DISPENSERS, MIRRORS. . .ETC). PROVIDE 2X BLOCKING FOR NECESSARY SUPPORT.
5. REFER TO STRUCTURAL DRAWINGS FOR ALL FOUNDATION AND FRAMING REQUIREMENTS ALONG WITH ANY CITY REQUIRED
STRUCTURAL OBSERVATION(S) AND SPECIAL INSPECTION CERTIFICATION(S), PER THE COUNTY OF ORANGE.
6. REFER TO LANDSCAPE ARCHITECT DRAWINGS FOR EXTERIOR DOOR LANDING(S) AND STOOP(S). PROVIDE A MIN. 36" IN
DIRECTION OF TRAVEL. SLOPE AWAY 1/4" PER 12" FOR DRAINAGE. DOORS LANDINGS TO COMPLY WITH C.R.C SECTION
R311.3.
7. REFER TO THE REFLECTED CEILING PLANS FOR CEILING AND SOFFIT HEIGHTS.
8. REFER TO PLANS FOR ALL DOOR AND WINDOW TYPES, SIZES, AND REQUIRED LOCATION(S) OF GLAZING WHICH ARE TO BE
DUAL GLAZED WITH A MINIMUM OF ON PANE BEING TEMPERED AS REQUIRED PER C.R.C. SECTION R327.8. SEE ADDITIONAL
LOCATIONS AND INFORMATION LISTED IN C.R.C. SECTION R308.
9. REFER TO SHEET (T-24.0) FOR THE TITLE-24 ENERGY CALCULATION FORMS AND MANDATORY REQUIREMENTS (CF-1R AND
MF-1R) FOR ENERGY COMPLIANCE. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
10. PLUMBING FIXTURE REQUIREMENTS AND FLOW RATES PER
C.G.B.S.C TABLE 4.303.2:
A. ALL WATER CLOSETS AND ASSOCIATED FLUSHOMETER VALVES SHALL HAVE A MAXIMUM FLOW RATE OF 1.28 G.P.F. AND
SHALL MEET PERFORMANCE STANDARDS ESTABLISHED BY THE AMERICAN NATIONAL STANDARDS H. & S. CODE, SECTION
17921.3(b) AND BY THE CALIFORNIA ENERGY COMMISSION. PROVIDE A MIN. CLEAR FLOOR SPACE OF 30" WIDE X 24" DEEP
CLEAR IN FRONT AND CENTERED ON WATER CLOSET PER C.P.C.
B. ALL SHOWER HEADS SHALL HAVE A MAXIMUM FLOW RATE OF 2.0 G.P.M. @ 80 P.S.I. PER STANDARDS SET BY THE CALIFORNIA
ENERGY COMMISSION. CONTROL VALVES TO BE PRESSURE BALANCED OR THERMOSTATIC MIXING, PER C.P.C. SECTION 418. THE
COMBINED FLOW OF MULTIPLE SHOWER HEADS SERVING A SINGLE SHOWER SHALL NOT EXCEED MAXIMUM ALLOWABLE FLOW
RATE FOR A SINGLE FIXTURE SHOWER OR THE CONTROL VALVES SHALL BE ARRANGED TO ONLY ALLOW ONE SHOWER HEAD TO
OPERATE AT A TIME.
C. LAUNDRY FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE CALIFORNIA
ENERGY COMMISSION.
D. ALL KITCHEN (SINK) FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.8 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE
CALIFORNIA ENERGY COMMISSION.
E. ALL LAVATORY (SINK) FAUCETS SHALL HAVE A MAXIMUM FLOW RATE OF 1.5 G.P.M. @ 60 P.S.I. PER STANDARDS SET BY THE
CALIFORNIA ENERGY COMMISSION.
11. SLEEPING ROOMS SHALL HAVE A WINDOW OR EXTERIOR DOOR FOR EMERGENCY ESCAPE. SILL HEIGHT SHALL NOT EXCEED 44"
ABOVE THE FLOOR. WINDOWS MUST HAVE AN OPENABLE AREA OF AT LEAST 5.7 SQ. FT. WITH THE MINIMUM OPENABLE
WIDTH OF 20" AND THE MINIMUM OPENABLE HEIGHT OF 24". THE EMERGENCY DOOR OR WINDOW SHALL BE OPENABLE FROM
THE INSIDE TO PROVIDE A FULL, CLEAR OPENING WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE, PER C.R.C.
SECTION R310.
12. THE OPENING OF THE SILL PORTION OF AN OPERABLE WINDOW LOCATED MORE THAN 72" ABOVE FINISH GRADE SHALL BE A
MINIMUM OF 24" ABOVE THE FINISH FLOOR. GLAZING BETWEEN THE FLOOR AND A HEIGHT OF 24" SHALL BE FIXED OR A HAVE
OPENING SUCH THAT A 4" DIAMETER SPHERE CANNOT PASS, PER C.R.C. SECTION R612.2; OR BE PROVIDED WITH A WINDOW
GUARD THAT COMPLIES WITH ASTM F 2090.
13. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A
SMOOTH, NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 72" ABOVE THE DRAIN INLET, PER C.R.C SECTION R307.2.
14. THE NET AREA OF THE SHOWER ENCLOSURE(S) SHALL BE 1,024 SQ. INCHES (7.1 S.F.) OR MORE IN CLEAR FLOOR AREA, AND
SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30" DIAMETER CIRCLE, PER C.P.C SECTION 411.7.
15. EXTERIOR HOSE BIBBS AND LAWN SPRINKLER SYSTEM SHALL HAVE AN APPROVED NON-REMOVABLE BACKFLOW PREVENTION
DEVICE, PER C.P.C. SECTION 603.
16. ALL HABITABLE SPACES INTENDED FOR HUMAN OCCUPANCY SHALL COMPLY WITH C.R.C. SECTION R303 FOR NATURAL
VENTILATION AND LIGHTING AND CONTAIN GLAZING 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. SUCH
OPENINGS SHALL BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE BE READILY CONTROLLABLE BY THE BUILDING
OCCUPANTS. THE MINIMUM OPEN ABLE AREA TO THE OUTDOORS SHALL BE 4 PERCENT OF THE FLOOR AREA BEING
VENTILATED.
A. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE
GLAZING AREA IN WINDOWS OF NOT LESS THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. 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 CU. FT. PER MINUTE.
17. PROVIDE 5/8" TYPE "X" GYP. BOARD AT WALLS AND CEILING AT USABLE SPACE UNDER STAIRS BEYOND MIN. REQ., PER C.R.C.
SECTION R302.7.
18. AT ALL AREAS BETWEEN THE PRIVATE GARAGE (S-2) AND LIVING (R-3) WALLS, PROVIDE A MINIMUM OF 5/8" TYPE "X" GYP.
BOARD ON GARAGE SIDE OF WALLS ADJACENT TO LIVING AREAS AND AT ELEMENTS SUPPORTING SEPARATION ABOVE.
CEILINGS SHALL RECEIVE A MINIMUM OF 2 LAYERS OF 5/8" TYPE "X" GYP. BOARD ON 16" SPACED JOISTS, TRUSSES, OR R.C.
CHANNEL BASED ON OCCUPANCY SEPARATION, PER C.R.C. SECTION R302.6.
19. ALL INTERIOR WALL FINISHES SHALL COMPLY WITH C.R.C. SECTION R702. INSPECTION OF NAILING IS REQUIRED FOR ALL
DRYWALL AND LATH WHEN IN PLACE. CORNER BEADS ARE TO BE NAILED. DRYWALL BOARD SHALL BE SPACED AT A MAXIMUM
OF 3/8".
20. A MINIMUM OF TWO LAYERS OF GRADE "D" BUILDING PAPER SHALL BE APPLIED OVER ALL WOOD BASE SHEATHING PER C.R.C
SECTION R703.6.3.
21. DOORS THAT PROVIDE DIRECT ACCESS TO THE SWIMMING POOL SHALL BE PROVIDED WITH A BARRIER COMPLIANT WITH STATE
AND LOCAL POOL BARRIER ORDINANCE. THE MOST STRINGENT CODE REQUIREMENT SHALL PREVAIL.
22. INSULATION:
- ROOF/ CEILINGS (R-38)
- EXTERIOR WALLS, INCL. FURRED BASEMENT WALLS (R-19)
- FRAMED FLOORS (R-30)
- BATHROOM AND LAUNDRY ROOM INTERIOR WALLS (R-13)
**USE ABOVE NOTED VALUES IF GREATER THAN TITLE-24 MINIMUMS.
22.
23. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE FLIGHT OF STAIRS. HANDRAIL ENDS SHALL BE RETURNED OR
TERMINATE INTO POSTS.
24. ALL FIREPLACES TO BE GAS BURNING, DIRECT VENTING SEALED COMBUSTION FIREBOXES. WOOD BURNING FIREPLACES ARE
NOT ALLOWED PER AQMD AND THE COUNTY OF ORANGE.
25. ALL THROUGH PENETRATIONS OF REQUIRED FIRE-RESISTIVE CONSTRUCTION SHALL BE IN ACCORDANCE OF C.R.C. R302.4.1.1
or C.R.C. R302.4.1.2.
26. FIREBLOCKING IS REQUIRED IN CONCEALED SPACES 10'-0" O.C. HORIZONTAL, VERTICALLY AT THE CEILING AND FLOOR LEVELS,
CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDINGS,
OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES, CHIMNEYS AND FIREPLACES PER C.R.C. R302.11.
27. PROVIDE SOLID 2X6 BLOCKING IN FRAMING AT TOWEL BAR, HANDRAIL ATTACHMENT, BATH ACCESSORIES, WALL CABINET
LOCATIONS. COORDINATE LOCATIONS WITH INTERIOR DESIGNER DRAWINGS.
28. THE CONTRACTOR SHALL INSTALL DRAFT STOPPING TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES, SUCH THAT
ANY HORIZONTAL AREA DOES NOT EXCEED 1,000 S.F., OR PER MIN. REQUIREMENTS OF C.R.C SECTION 302.12. DRAFTSTOP
MATERIALS TO BE NO LESS THAN 1/2" GYP. BD. OR 3/8" PLYWOOD INSTALLED PARALLEL TO FLOOR AND ROOF FRAMING.
29. SOUND INSULATION NOTES:
A. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION
WALL.
B. ALL PENETRATIONS INTO SOUND-RATED PARTITIONS OF FLOOR-CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED
PERMANENT RESILIENT SEALANT.
C. ALL RIDGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE
ISOLOATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVED, MOUNTS OR MINIMUM 1/4" THICK
APPROVED RESILKIENT MATERIAL. EXCEPTION: GAS PIPING NEED NOT BE ISOLATED.
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED.
E. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER
A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE
OF THE FLOOR CEILING ASSEMBLY WITHIN A WALL.
4
A5.0
1
A5.0
2
A5.0
3
A5.0
24'-0"
LIVING ROOM
BATH 1
BATH2
BED 2
BED 3
CL.CL.
BATH 3
TO FINISH
3'-0"SETBACK5'-0"BATH 4
BED 4
BED 3
LAUNDRY
KITCHEN
DECK
CL.
13'-5"10'-7"
BED 5
CL.1'-2 1/2"12'-6"1'-1 1/2"12'-7"10'-10 1/2"10'-3 1/2"74'-8"3'-0"14'-10"56'-10"8'-4 1/2"1'-10"2'-3 1/2"1'-0"12'-5"3'-3 1/2"2'-0"2'-0"3'-3 1/2"13'-8 1/2"6'-3 1/2"12'-9"5'-9"5'-5 1/2"2'-11"10'-6"TO FINISH
3'-0"
1
A6.0
1
A6.0
2
A6.0
2
A6.0
3
A6.0
3
A6.0
4
A6.0
4
A6.0
14'-4"9'-8"
12'-5 3/4"3'-4"8'-2 1/4"
11'-10 1/4"4'-3 1/2"4'-3 1/4"3'-7"2'-3 1/2"6'-10 1/2"6'-6 1/2"5'-0"5'-7"
2868
2468
246826682468
3070
4068
2668
2668
2668
2268
4068
2041 2041 2041
2024 2024 2024
2941
2924
2941
2924
2941
2924
2941
2924
2941
2924
2941
2924
120702'-1"3'-0 1/2"3'-0 1/2"3'-0 1/2"1'-4 1/2"1'-8"3'-0 1/2"6'-2"9'-11"3'-8 7/8"CSMT
CSMT CSMT
REPLACE WITH
CASEMENT FOR
EGRESS
REPLACE WITH
4030 CASEMENT
FOR EGRESS
REPLACE WITH
4030 CASEMENT
FOR EGRESS2'-6 1/4"3'-3 1/2"3'-0"22.07
22.05
22.08
22.01
22.05
12.01
22.05
12.01
22.07
22.08
22.07
12.01
22.05
22.05
22.08
11.01
12.01
11.1311.06
12.04
12.02
12.02
16 11
16 11
16 11
16 11
16 11
EXISTING
EXISTING
EXISTING
3'-4"
11.19
DOOR
3'-0"
3
D3.0
11
D2.0
16
D1.0
1
D3.0
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"4
A5.0
1
A5.0
2
A5.0
3
A5.0
24'-0"
BED 3
KITCHEN HALL
BATH
CL.
CL.
CL.
HALL
BED 1
BED 2
EXISTING GARAGE
EXISTING GARAGE
TO FINISH3'-0".TO FINISH
3'-0".
24'-0"
1'-0"12'-5"1'-0"8'-7"1'-0"1'-3"3'-8"9'-9 1/2"9'-8"5'-0 1/2"4'-7 1/2"1'-0"23'-0"SETBACK5'-0"1
A6.0
1
A6.0
2
A6.0
2
A6.0
3
A6.0
3
A6.0
4
A6.0
4
A6.0
EXTERIOR PARKING8'-0"18'-4 1/2"1'-3"8'-7"8 1/2"3'-8 1/2"1'-2 1/2"33'-10"12'-1 1/2"11'-10 1/2"12'-8 1/2"3'-3 1/2"2468
2668
4076
2068
REPLACE WITH
3040 CASEMENT
FOR EGRESS
8670
ALLEY
SEASHORE DRIVEOLIVE ST2
D3.0 A/C A/C
TO FINISH
3'-0".
11.01
22.01
12.01
11.06
11.19 9'-0 3/4" Clear9'-2"20'-3 5/8"2'-0 1/8"9'-3 1/4" CLEAR9'-4 1/2"9'-8 1/2"8670
AUTOMATIC
ROLL-UP
AUTOMATIC
ROLL-UP
16 11
T
R
T
KEYNOTES
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:26:02 PM
A3.0
FLOOR PLANSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"2 SECOND FLOOR
1/4" = 1'-0"1 FIRST FLOOR
11.01 GAS RANGE WITH INTERMITTENT IGNITION DEVICE & HOOD, LIGHT AND VENT ABOVE.
11.06 UNDER-COUNTER DISHWASHER, MFGR SPEC PER OWNER.
11.13 MICROWAVE, MFGR SPEC PER I.D.
11.19 REFRIGERATOR AND FREEZER WITH ICE MAKER, SIZE AND MFGR SPEC PER I.D.
12.01 BUILT-IN CABINETS/SHELVES/STORAGE. MILLWORK PER I.D.
12.02 BUILT-IN CLOSET ORGANIZERS BY OTHERS, FINISH AND HEIGHT BY I.D.
12.04 COUNTERTOP, SIZE AND MATERIAL PER I.D.
22.01 KITCHEN SINK WITH GARBAGE DISPOSAL AND AIR GAP FOR DISHWASHER, MFGR SPEC PER OWNER. REFER TO
FLOOR PLAN NOTE #10 (D) FOR KITCHEN SINK FACET FLOW RATE.
22.05 LAVATORY SINK, MFGR SPEC PER OWNER. REFER TO FLOOR PLAN NOTES #10 (D) FROM SINK FACET FLOW RATE.
22.07 WATER CLOSET, MFGR SPEC PER OWNER, REFER TO FLOOR PLAN NOTE #10 (A) FOR FLUSH FLOW RATE AND
CLEARANCE
22.08 HOT MOP SHOWER, PROVIDE FULL HEIGHT TILE/STONE SURROUND OVER EXPANDED METAL LATH AND MUD SET
PER INTERIOR DESIGNER REFER TO FLOOR PLAN NOTE #10 (B) FOR SHOWER HEAD FLOW RATE. SHOWER HEAD
HEIGHT AND LOCATION PER I.D,
100 CFM MINIMUM.
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
B 06/28/18 PLAN CHECK CORRECTIONS
26
WH
GROSS BUILDING AREAS
89 SF
FIRST FLOOR
KITCHEN REMODEL
160 SF
FIRST FLOOR
REMODELED
BEDROOM
167 SF
FIRST FLOOR
GARAGE DEMO
17 SF
DRYWALL DEMO FOR
SHEAR
39 SF
DRYWALL DEMO FOR
SHEAR
224 SF
FIRST FLOOR
CARPORT ADDITION
448 SF
FIRST FLOOR CEILING
REMODEL
137 SF
FIRST FLOOR CEILING
REMODEL
*OPEN VOLUME AREA
129 SF
SECOND FLOOR
BEDROOM ADDITION
112 SF
SECOND FLOOR
LIVING ROOM ADD.
191 SF
SECOND FLOOR
DECK ADDITION
841 SF
SECOND FLOOR
REMODELED
*OPEN VOLUME AREA
AREA EXIBIT LEGEND
EXISTING 2X4 WOOD STUD WALLS
NEW 2X4 STUD WALLS
ADDITION AREAS
REMODEL AREAS
333 SF
ROOF DECK
ADDITION
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:26:06 PM
A3.4
FLOOR AREA EXHIBITCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 FIRST FLOOR
1/4" = 1'-0"2 SECOND FLOOR
REMODEL AREA
T.O. SLAB 1ST FL.
FIRST FLOOR KITCHEN REMODEL 89 SF
FIRST FLOOR REMODELED BEDROOM 160 SF
FIRST FLOOR GARAGE DEMO 167 SF
DRYWALL DEMO FOR SHEAR 17 SF
DRYWALL DEMO FOR SHEAR 39 SF
FIRST FLOOR CEILING REMODEL 448 SF
FIRST FLOOR CEILING REMODEL 137 SF
1,057 SF
T.O. SHTG 2ND FL.
SECOND FLOOR REMODELED 841 SF
841 SF
GRAND TOTAL 1,898 SF
EXISTING S.F. LIVING 2,200
EXISTING S.F. GARAGE 552
TOTAL EXISTING S.F.= 2752
TOTAL = 2,752 SF (EXISTING) + 241 SF (ADDITION) = 2,993 SF
OPEN VOLUME AREA:
REQUIRED = 1897.2 SF X 15% = 284.58 SF
PROVODED = 224 SF (CARPORT) + 191 (DECK) = 415 SF
ADDITION AREA
T.O. SLAB 1ST FL.
FIRST FLOOR CARPORT ADDITION 224 SF
224 SF
T.O. SHTG 2ND FL.
SECOND FLOOR BEDROOM ADDITION 129 SF
SECOND FLOOR LIVING ROOM ADD.112 SF
SECOND FLOOR DECK ADDITION 191 SF
432 SF
T.O. SHTG 3RD FL.
ROOF DECK ADDITION 333 SF
333 SF
GRAND TOTAL 988 SF
1/4" = 1'-0"3 ROOF DECK
CALCULATED TOGETHER
CALCULATED TOGETHER
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
27
ROOF LEGEND
DRAFTSTOP LINES
2" VTR
COMBUSTION SUPPLY AND EXHAUST
FROM FCU
FCU
LINE OF WALL BELOW
FAU
22" X 30" MIN. ACCESS DOOR TO ATTIC
O'HAGIN ATTIC VENTS AT CLAY ROOF TILES
ROOF PLAN NOTESKEYNOTES
4
A5.0
1
A5.0
2
A5.0
3
A5.0
24'-0"
1
A0.6
2
A0.6
3
A0.6
4
A0.6
1
A6.0
1
A6.0
2
A6.0
2
A6.0
3
A6.0
3
A6.0
4
A6.0
4
A6.0
1
A0.3
2
A0.3
3
A0.3
4
A0.3
1/4" / 1'-0"1/4" / 1'-0"3'-0"5'-0"28'-8 1/2"1'-0"1'-3"9'-11"3'-6"10'-7"3'-6 1/16"EXISTING ROOF
3
D3.0
12
16
D1.0
12
D1.0 3'-9"3'-6"
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12" 1/4" / 12"
1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"1/4" / 12"18'-1 1/2"18'-7"10'-3 1/2"12'-0"CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
10/15/2018 2:07:03 PM
A4.0
ROOF PLANCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 ROOF PLAN
12 CLASS "B" ROOFING ASSEMBLY REQUIRED PER I.C.C. ESR-2097:
PLI-DEK ELASTOMERIC DECK SYSTEM TO BE INSTALLED PER MANUFACTURE AND ICC ESR-2097.
13 VENTING SHALL EXTEND ABOVE THE ROOF AND SHALL TERMINATE IN A VENT CAP. TERMINATION POINTS SHALL BE AT
LEAST 4 FEET BELOW OR HORIZONTALLY FROM AND 1 FOOT ABOVE ANY OPENING INTO THE BUILDING, BE AT LEAST 3 FEET
ABOVE ANY FORCED AIR INLET INTO THE BUILDING LOCATED WITHIN 10 FEET, AND SHALL BE 4 FEET AWAY FROM THE
PROPERTY LINE, PER C.M.C. SECTIONS 802.6.2 AND 802.6.2.6.
14 ANY FORCED AIR UNITS LOCATED IN THE ATTIC MUST BE POSITIONED IN SUCH A MANNER THAT THE REQUIRED DISTANCE
FROM THE VENT OUTLET TO THE TOP OF THE FLUE CAP IS WITHIN THE ATTIC, ALLOWING THE EXTERIOR HEIGHT OF THE
FLUE CAP ABOVE THE FINISHED ROOFING TO BE THE MINIMUM ALLOWED BY CODE.
15 SOLAR REFLECTANCE AND THERMAL EMMITTANCE FOR NEW CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE
COOL ROOF STANDARDS AND THE CALIF. ENERGY CODE, SECTION 150.0
16 EXPOSED ATTIC FLOOR INSULATION SHALL HAVE A CRITICAL RADIANT FLUX OF NOT LESS THAN 0.12 WATT PER SQUARE
CENTIMETER PER ASTM E 970.
17 FIREBLOCKING IS REQUIRED IN CONCEALED SPACES 10'-0" O.C. HORIZONTAL, VERTICALLY AT THE CEILING AND FLOOR
LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDINGS,
OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, WIRES, CHIMNEYS AND FIREPLACES PER C.R.C. R302.11.
18 DO NOT SCALE DRAWINGS.
1 REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION.
2 ALL RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL.
3 ALL FLASHING, SHEET METAL, VENT STACKS AND PIPES SHALL BE COPPER OR PAINTED TO MATCH ADJACENT BUILDING
SURFACE.
4 PROVIDE COPPER FLASHING AT ALL VALLEYS AND ROOF TO WALL CONDITIONS. REFER TO DETAILS.
5 ALL PLUMBING AND EQUIPMENT VENTS MUST BE CONSOLIDATED AND LOCATED IN AREAS THAT MINIMIZE THEIR VISIBILITY.
VENTS MUST BE AS LOW IN HEIGHT AS ALLOWED BY CODE AND SATISFY THE REQUIREMENTS OF THE DESIGN GUIDELINES.
6 IN "CALIFORNIA" DOUBLE FRAMING AREAS PROVIDE OPENINGS INTO MAIN ATTIC SPACE FOR ADEQUATE VENTILATION, PER
C.R.C SECTION R806.
7 IF "CALIFORNIA" DOUBLE FRAME AREA EXCEEDS 30 SQUARE FEET AND HAS A 30" MIN. CLEAR HEADROOM, PROVIDE A
22"X30" MIN. ACCESS THROUGH MAIN ROOF SHEATHING, PER C.R.C SECTION R807. VERIFY OPENINGS IN ROOF SHEATHING
WITH STRUCTURAL ENGINEER.
8 AT ALL AREAS WITHIN THE ROOF ATTIC THAT EXCEED 30 SQUARE FEET AND WITH 30" MIN. CLEAR HEADROOM, PROVIDE A
22"X30" MIN. ATTIC ACCESS TO THOSE AREAS, PER C.R.C SECTION R807. ATTICS WITH APPLIANCES OR F.A.U UNITS
INSTALLED IN THEM, PROVIDE A 30"x30" MIN. ATTIC ACCESS, (PROVIDED F.A.U. MAY PASS THROUGH) WITH 30" MIN. CLEAR
HEADROOM. PROVIDE WEATHER STRIPS AT PANEL TO PREVENT BACK DRAFT.
9 THE CONTRACTOR SHALL INSTALL DRAFT STOPPING TO SUBDIVIDE ATTIC SPACES AND CONCEALED ROOF SPACES, SUCH
THAT ANY HORIZONTAL AREA DOES NOT EXCEED 1,000 S.F., OR PER MIN. REQUIREMENTS OF C.R.C SECTION
302.12.DRAFTSTOP MATERIALS TO BE NO LESS THAN1/2" GYP. BD. OR 3/8" PLYWOOD INSTALLED PARALLEL TO FLOOR AND
ROOF FRAMING.
10 PRIOR TO THE RELEASE OF THE ROOF SHEATHING INSPECTION, THE APPLICANT SHALL SUBMIT CERTIFICATION, BY A SURVEY
OR OTHER APPROPRIATE METHOD, THAT THE HEIGHT OF THE STRUCTURES IS IN COMPLIANCE WITH THE ADOPTED
APPROVAL RESOLUTION, AND THE HEIGHT LIMITATIONS OF THE APPLICABLE ZONING DISTRICT.
11 PRIOR TO THE ISSUANCE OF A CERTIFICATE OF USE AND OCCUPANCY, WRITTEN CERTIFICATION BY A CALIFORNIA
REGISTERED ENGINEER THAT THE ROOF SLOPE IS IN CONFORMANCE WITH THE APPROVED PLANS SHALL BE SUBMITTED TO
THE CITY BUILDING INSPECTOR.
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
2 10/15/18 A/C RELOCATION REV.
2
28
ELEVATION LEGEND
O'HAGIN ATTIC VENTS AT CLAY ROOF TILES
A
DETAIL CALLOUT
KEYNOTE
FLOOR LEVEL
MAX BUILDING HEIGHT / NATURAL GRADE
A101
1
SIM
ELEVATION NOTES
1. DO NOT SCALE DRAWINGS.
2. REFER TO GENERAL NOTES FOR ADDITIONAL REQUIRED INFORMATION.
3. ALL RIDGE ELEVATIONS ARE TO TOP OF FINISH MATERIAL.
4. CONTRACTOR TO PROVIDE MOCK-UP OF ROOF TILES, EXTERIOR PLASTER FINISH COLOR AND TEXTURE,
HEAVY TIMBER WOOD STAIN COLOR, GUTTER AND DOWN SPOUT PAINT COLOR, AND EXTERIOR WINDOW
AND DOOR FRAME FINISH FOR ARCHITECT'S APPROVAL PRIOR TO CONSTRUCTION.
5. BUILDING ADDRESS SHALL BE PROVIDED ON THE BUILDING IN SUCH A POSITION AS TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET AND TO BE A MINIMUM OF 4" HIGH X 1" WIDE NONCOMBUSTIBLE,
CONTRASTING MATERIALS OR PER LOCAL CITY AND FIRE DEPARTMENT REQUIREMENTS.
6. REFER TO LANDSCAPE DRAWINGS FOR THE HARDSCAPE PAVING MATERIAL PLAN, SOFTSCAPE PLANTING
PLAN, IRRIGATION PLAN, GARDEN WALLS, EXTERIOR GUARDRAILS AND HANDRAILS, FENCE(S), GATES,
SWIMMING POOL AND SPA PLAN. . .ETC.
EXTERIOR ELEVATION AND SECTION KEYNOTES
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"TOP OF EXISTING ROOF18'-9 3/8"8'-0"10"8'-0"6 9/16"EST. GRADE 12.89'
EXISTING ROOF 31.67'EXISING BUILDING HEIGHT ABOVE ESTABLISHED GRADE:
31.97' - 12.89' = 18.78'
HEIGHT INCREASE:
35.24' - 31.67' = 3.57'
3.57'/ 31.67 = 11.27%
T.O. RAIL 35.24'42" MIN.22'-4 3/16"T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"44" MAX44" MAX8'-0"10"8'-0"17'-10 7/16"6 9/16"42" MIN.EST. GRADE 12.89'
EXISTING ROOF 31.67'
TO REMAIN OPEN
T.O. RAIL 35.24'42" MIN.22'-4 3/16"T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"8'-0"10"8'-0"11"8"42" MIN.TO REMAIN OPEN42" MIN.22'-4 3/16"EST. GRADE 12.89'
T.O. RAIL 35.24'
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"8"11"8'-0"10"8'-0"44" MAX44" MAX42" MIN.EST. GRADE 12.89'22'-4 3/16"EXISTING ROOF 31.67'
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
10/15/2018 2:07:16 PM
A5.0
EXTERIOR
ELEVATIONSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 FRONT
1/4" = 1'-0"2 LEFT
1/4" = 1'-0"3 REAR
1/4" = 1'-0"4 RIGHT
NO. DATE DESCRIPTION
B 06/28/18 PLAN CHECK CORRECTIONS
C 08/03/18 ROOF DECK RAILING & STAIR
2 10/15/18 A/C RELOCATION REV.
2
2
29
SECTION LEGEND
PROPERTY LINE
SETBACK LINE
NATURAL GRADE LINE
MAX. HEIGHT LINE
EXTERIOR 2 X 6 STUD WALL, U.N.O.
INTERIOR 2 X 6 STUD WALL, U.N.O.
FOUNDTION SLAB PER STRUCTURAL
DRAWINGS
WOOD JOIST FLOOR
COMPOUND CEILING
ROOF
1-HR FIRE SEPORATION
SECTION NOTES
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"
BED 5 KITCHEN LAUNDRY BATH 3 BATH2
BED 2
EXISTING GARAGE EXISTING GARAGE BED 1 BATH BED 3
EXTERIOR PARKING
4
D1.0
3
D1.0
3
D1.0
3
D1.0
BATH 4
1
D1.0
2
D1.0
6
D1.0
7'-0 1/8"8'-2"11"8'-0"10"8'-0"T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"
DECK LIVING ROOM
BED 4 BED 3 BATH 1 BED 3
EXTERIOR PARKING
EXISTING GARAGE EXISTING GARAGE BED 2 KITCHEN
8'-2"7'-0 1/8"4
D1.0
3
D1.0
4
D1.0
3
D1.0
3
D1.0
6
D1.0
5
D1.0 D2.0
11 11"8'-0"10"8'-0"6 9/16"T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
T.O. SHTG 3RD FL.
31'-6 77/128"8'-2"7'-0 1/8"5
D1.0
6
D1.0
2
D1.0D3.0
3 11"8'-0"10"8'-0"7'-0"D3.0
3
T.O. SLAB 1ST FL.
13'-9 77/128"
T.O. SHTG 2ND FL.
22'-7 77/128"
T.O. PLT. 2ND FL.
30'-7 77/128"
T.O. PLT. 1ST FL.
21'-9 77/128"
BED 2 BED 3
BED 3 KITCHEN
8'-0"10"8'-0"4
D1.0
CLIENT:
LICENCE STAMP:
PROJECT TEAM:
CONTACT:
E-MAIL:
E-MAIL:
PRINCIPAL:
PROJECT DIRECTOR:
PROJECT DESIGNER:
HOMER OATMAN
hoatman@oatmanarchitects.com
cadams@oatmanarchitects.com
HOMER OATMAN
CORY ADAMS
BEHTASH AZAR
THESE DRAWINGS ARE THE PROPERTY OF OATMAN ARCHITECTS AND SHALL
NOT BE MODIFIED OR USED ON ANY OTHER PROJECT OR SITE WITHOUT
WRITTEN PERMISSION.
IT IS THE OWNER'S AND IT'S GENERAL CONTRACTOR'S RESPONSIBILITY,
PRIOR TO OR DURING CONSTRUCTION, TO NOTIFY THE ARCHITECT IN
WRITING OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND/ OR
GENERAL NOTES OF WHICH A CONTRACTOR THOROUGHLY
KNOWLEDGEABLE WITH THE BUILDING CODES AND MEANS & METHODS OF
CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN INSTRUCTIONS
ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED
FROM THE ARCHITECT PRIOR TO THE OWNER OR OWNER'S CONTRACTOR
PROCEEDING WITH THE WORK. THE OWNER WILL BE RESPONSIBLE FOR ANY
DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT FOLLOWED.
NOTE: THE ORIGINAL SIZE OF THIS DRAWING SHEET IS: 36"X48"
Project Number:
SUBMITTAL:
REVISION:
DATE DESCRIPTION
8/9/2018 3:26:39 PM
A6.0
BUILDING SECTIONSCLARIZIO REMODEL7401 SEASHORE, NEWPORT BEACH, CALOT 8, BLOCK N, SEASHORE COLONY TRACTPLAN CHECK # 0696-2018CDP SUBMITTALCHRIS CLARIZIO
2017005
03/23/18 BLDG. DEPT. SUBMITTAL 1
06/08/18 BLDG. DEPT. SUBMITTAL 2
06/28/18 BLDG. DEPT. SUBMITTAL 3
08/10/18 CDP SUBMITTAL
1/4" = 1'-0"1 Section 9
1/4" = 1'-0"2 Section 1
1/4" = 1'-0"3 Section 10
1/4" = 1'-0"4 Section 11
NO. DATE DESCRIPTION
A 06/08/18 PLAN CHECK CORRECTIONS
30