HomeMy WebLinkAbout04_Glidewell Residence_PA2019-053 CITY OF NEWPORT BEACH
ZONING ADMINISTRATOR STAFF REPORT
June 13, 2019
Agenda Item No. 4
SUBJECT: Glidewell Residence (PA2019-053)
Coastal Development Permit No. CD2019-014 SITE LOCATION: 2300 Mesa Drive APPLICANT: Glidewell Laboratories OWNER: James Glidewell PLANNER: David S. Lee, Assistant Planner
949-644-3225, dlee@newportbeachca.gov
LAND USE AND ZONING
• General Plan: RS-D (Single-Unit Residential Detached)
• Zoning District: SP-7 Residential Equestrian (Santa Ana Heights Specific Plan)
• Coastal Land Use Category: RSD-A (Single-Unit Residential Detached) (0.0 - 0.9
DU/AC)
• Coastal Zoning District: SP-7 (Santa Ana Heights Specific Plan) PROJECT SUMMARY
A request for a coastal development permit (CDP) to allow the addition of a 3,120-square-
foot solarium, 4,422-square-foot basement, 437-square-foot kitchen expansion, 332-
square-foot stair enclosure and bathrooms, and a 1,543-square-foot covered outdoor patio to an existing single-family residence. A CDP is required because the proposed square
footage exceeds 10 percent of the existing square footage. The proposed project
complies with all applicable development standards including height and setbacks. No
deviations are requested. RECOMMENDATION
1) Conduct a public hearing;
2) Find this project exempt from the California Environmental Quality Act (CEQA)
pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA Guidelines,
because it has no potential to have a significant effect on the environment; and
3) Adopt draft Zoning Administrator Resolution No.__ approving Coastal Development Permit No. CD2019-014 (Attachment No. ZA 1).
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DISCUSSION
Land Use and Development Standards
• The subject property is located in the SP-7 (Santa Ana Heights Specific Plan) Coastal
Zoning District, which provides for detached 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
residential estate. The neighborhood is predominantly developed with two- and
three-story, single-family residences. Properties located southwest of Mesa Drive
consist of other similar residential estates. The proposed 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 proposed project will conform to all applicable development standards, including setbacks and height, as evidenced by the project plans and illustrated in Table 1
below. There are no requirements for maximum floor area or lot coverage in SP-7
Residential Equestrian.
Table 1 – Development Standards
Development Standard Standard Proposed
Setbacks (min.)
Front 20 feet 75 feet
Left Side 5 feet 18 feet (new construction)
Right Side 5 feet 70 feet (new construction)
Rear 25 feet 170 feet
Parking (min.) 3-car garage 3-car garage
Height (max.) 35’ 34’-3”
Floor Area No limit 35,89 sq. ft.
Hazards
• 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
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21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will
need to be satisfied prior to the issuance of building permits for construction.
• The property is located in an area known for the potential for 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
• Pursuant to Municipal Code Section 21.35.050, due to the proximity of the
development to the shoreline and the development containing more than 2,500 square feet of impervious surface area, a Water Quality Management Plan
(WQMP) is required. A WQMP prepared by Javaid M. Aslam, P.E., dated March 5,
2019, has been submitted and will be reviewed by the City’s Engineer Geologist.
The WQMP includes a polluted runoff and hydrologic site characterization, a sizing
standard for Best Management Practices (BMPs), use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected
effectiveness of the proposed BMPs.
Public Access and Views
• The project site is located in Santa Ana Heights between the nearest public road and
the sea. 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 is an addition to an existing 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 so as
not to block or impede existing public access opportunities.
• Vertical and lateral access to the back bay is available near the site through various
hiking and biking trails accessible from Mesa Drive.
• The project site is not located adjacent to a coastal view road, public viewpoint, public
park or beach, or public accessway, as identified in the Coastal Land Use Plan.
Furthermore, an investigation of the project site and surrounding area did not identify
any other public view opportunities. The project site may be located within the
viewshed of distant public viewing areas. The project is an addition to an existing single-family residence that complies with all applicable Local Coastal Program
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(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.
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, 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 of a solarium with
a basement below, kitchen expansion, stair enclosure and bathrooms, and covered
outdoor patio to an existing single-family residence.
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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Attachment No. ZA 1
Draft Resolution
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RESOLUTION NO. ZA2019-###
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2019-014 FOR AN ADDITION AND REMODEL TO AN EXISTING SINGLE-FAMILY RESIDENCE LOCATED AT 2300 MESA DRIVE (PA2019-053)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1. An application was filed by Glidewell Laboratories, with respect to property located at 2300
Mesa Drive, and legally described as Lot 152 of Block 51, requesting approval of a Coastal
Development Permit (CDP).
2. The applicant proposes the addition of a 3,120-square-foot solarium, 4,422-square-foot
basement, 437-square-foot kitchen expansion, 332-square-foot stair enclosure and,
bathrooms, and a 1,543-square-foot covered outdoor patio to an existing single-family
residence. No work will be conducted bayward of the existing property. The proposed development also includes additional appurtenances such as walls, fences, patios,
hardscape, drainage devices, and landscaping.
3. The subject property is located within the Santa Ana Heights Specific Plan (SP-7)
Residential Equestrian Zoning District and the General Plan Land Use Element category is Single-Unit Residential Detached (RS-D).
4. The subject property is located within the coastal zone. The Coastal Land Use Plan
category is Single Unit Residential Detached (RSD-A) and the Coastal Zoning District is
Santa Ana Heights Specific Plan (SP-7).
5. A public hearing was held on June 13, 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.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the
California Environmental Quality Act (CEQA) under Class 1 (Existing Facilities), because
it has no potential to have a significant effect on the environment.
2. The Class 1 exemption includes the additions to existing structures. The proposed project is the addition of a solarium with basement below, kitchen expansion, stair
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enclosure and bathrooms, and covered outdoor patio to an existing single-family
residence.
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. The subject property is currently developed with an existing 27,278-square-foot single-family residence on an existing lot designated for residential development by the Local
Coastal Program.
2. The proposed additions conform to all applicable development standards, including
setbacks, height, and parking.
a. The proposed addition complies with the required setbacks, which are 20 feet along the property line abutting Mesa Drive, 25 feet abutting the rear property line, and 5 feet along each side property line. The proposed kitchen expansion on the eastern
side of the lot is approximately 18 feet from the side property line and the proposed
covered outdoor patio on the western side of the lot is approximately 70 feet from
the side property line.
b. The highest ridge of the proposed addition complies with the maximum height
requirement, which is 35 feet from established grade.
c. The proposed development provides a three-car garage, meeting the minimum garage requirement for a single-family residence exceeding 4,000 square feet of habitable floor area.
3. 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 development. 4. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development
to the shoreline and the development containing more than 2,500 square feet of
impervious surface area, a Water Quality Management Plan (WQMP) is required. A
WQMP prepared by Javaid M. Aslam, P.E., dated March 5, 2019, has been submitted and will be reviewed by the City’s Engineer Geologist. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for Best Management
Practices (BMPs), use of an LID approach to retain the design storm runoff volume on
site, and documentation of the expected effectiveness of the proposed BMPs.
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4. 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.
5. The project site is not located adjacent to a coastal view road, public viewpoint, public park
or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public
view opportunities. The project site may be located within the viewshed of distant public
viewing areas. The project is an addition to an existing single-family residence that
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.
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 in West Newport between the nearest public road and the sea.
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 is an addition to an existing 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 so as not to block or impede existing public
access opportunities.
2. Vertical and lateral access to the back bay is available near the site through various hiking and biking trails accessible from Mesa Drive.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2019-014, subject to the conditions set forth in Exhibit “A,”
which is attached hereto and incorporated by reference.
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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 13TH DAY OF JUNE, 2019.
_____________________________________
Rosalinh Ung, Zoning Administrator
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EXHIBIT “A”
CONDITIONS OF APPROVAL
1. The development shall be in substantial conformance with the approved site plan, floor plans, and building elevations stamped and dated with the date of this approval (except as
modified by applicable conditions of approval).
2. Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new Coastal Development Permit.
3. Coastal Development Permit No. CD2019-014 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
4. Prior to the issuance of a building permit, 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.
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.
6. This approval does not authorize any new or existing improvements (including
landscaping) on State tidelands, public beaches, or the public right-of-way.
7. 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.
8. Debris from demolition shall be removed from work areas each day and removed from
the project site within 24 hours of the completion of the project. 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.
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9. 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.
10. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the
WQHP/WQMP and any changes could require separate review and approval by the
Building Division.
11. 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.
12. 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.
13. 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.
14. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In
compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and
similar construction activities shall occur between August 16 and January 31, outside of
the peak nesting period. If such activities must occur inside the peak nesting season from
February 1 to August 15, compliance with the following is required to prevent the taking of Native Birds pursuant to MBTA:
A. The construction area shall be inspected for active nests. If birds are observed flying
from a nest or sitting on a nest, it can be assumed that the nest is active. Construction
activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no
longer observed. When the nest is no longer active, construction activity can continue
in the nest area.
B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and
to determine when it is safe to commence construction activities. If an active nest is
found, one or two short follow-up surveys will be necessary to check on the nest and
determine when the nest is no longer active.
15. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
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16. 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.
17. 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.
18. 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.
19. 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.
20. 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.
21. 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.
22. 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.
23. 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.
24. 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 Glidewell Residence Coastal Development Permit including, but not limited to,
Coastal Development Permit No. CD2019-014 (PA2019-053). 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
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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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Attachment No. ZA 2
Vicinity Map
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VICINITY MAP
Coastal Development Permit No. CD2019-014
PA2019-053
2300 Mesa Drive
Subject Property
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Attachment No. ZA 3
Project Plans
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ISSUE DATE:
CHECK BY:
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These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
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05/17/2019
GLIDEWELL RESIDENCE REMODEL
2300 MESA DRIVE, NEWPORT BEACH, CA, 92660
SOLARIUM, POOLHOUSE & BASEMENT ADDITION
OWNER:
MR. JAMES GLIDEWELL
2300 MESA DRIVE,
NEWPORT BEACH, CA, 92660
TEL: (949) 225-1217
ARCHITECT:
GLIDEWELL DESIGN & BUILD GROUP
2162 MICHELSON DRIVE, IRVINE, CA, 92612
CONTACT: YULIS AYTON, AIA.
EMAIL: YULIS.AYTON@GLIDEWELLDENTAL.COM
TEL: (949) 222-3548
STRUCTURAL ENGINEER:
GOUVIS ENGINEERING CONSULTING GROUP
15 STUDEBAKER, IRVINE, CA, 92618
CONTACT: MIKE HOUSHMAND
EMAIL: MHOUSHMAND@GOUVISGROUP.COM
TEL: (949)590-9008
MEP ENGINEER:
GOUVIS ENGINEERING CONSULTING GROUP
15 STUDEBAKER, IRVINE, CA, 92618
CONTACT: KATE KOH
EMAIL: KOH@GOUVISGROUP.COM
TEL: (949)590-9008
CIVIL ENGINEER:
CIVIL TRANS, INC.
732 N. DIAMOND BAR BLVD, SUITE 128
DIAMOND BAR, CA, 91765
CONTACT: JAY ASLAM, P.E., ASCE.
EMAIL: CTRANS@VERIZON.NET
TEL: (909)396-1131
FAX: (909)396-0328
SOIL ENGINEER:
GLOBAL GEO-ENGINEERING, INC.
3 CORPORATE PARK, SUITE 270
IRVINE, CA 92606
CONTACT: MOHAN B. UPASANI
EMAIL: MOHAN@GLOBALGEO.NET
TEL: (949)697-8595
FAX: (949)221-0091
GLASS ROOF DESIGN/BUILDER:
INTER-SKY, INC.
20431 JAMES BAY CIRCLE
LAKE FOREST, CA, 92630
CONTACT: YVETTE LALONDE
EMAIL: YVETTE@INTER-SKY.COM
TEL: (714)972-9112
LIGHTING DESIGNER (BASEMENT):
THEIA LIGHTING DESIGN
LONG BEACH, CA, 92630
CONTACT: KATHRYN TOTH
EMAIL: KTOTH@THEIALIGHTING.COM
TEL: (562)269-3770
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UP
DN
UP
UP
DN
DN
SN-1 GENERAL NOTES ADN REQUIREMENTS
SN-1B
SN-2 STRUCTURAL DETAILS & NOTES
SN-3 STRUCTURAL DETAILS AND NOTES
S-1.1 FOUNDATION PLAN
S-1.2 BASEMENT FRAMING PLAN
S-1.3 ROOF FRAMING PLAN AND PARTIAL POOL FOUNDATION PLAN
S-1.4 ROOF FRAMING PLAN
SD-1 TOP OF SLAB FOUNDATION DETAILS
SD-1A STRUCTURAL CONVENTIONAL FOUNDATION DETAILS
SD-1B STRUCTURAL MAT FOUNDATION DETAILS AND NOTES
SD-2 STRUCTURAL DETAILS AND NOTES
SD-3 STRUCTURAL DETAILS
SD-4 STRUCTURAL DETAILS
SD-5 STRUCTURAL CONCRETE DETAILS
SD-6 STRUCTURAL CONCRETE DETAILS
SD-7 STRUCTURAL CONCRETE DETAILS
S-RW RETAINING WALL , SHORING DETAILS AND NOTES
E-0.1 GENERAL NOTES AND SHEET INDEX
E-0.2 ABBREVIATIONS & SYMBOL LIST
E-0.3 ELECTRICAL DETAILS
E-0.4 DEMO/EXISTING SINGLE LINE DIAGRAM
E-0.5 ELECTRICAL LOAD CALCULATIONS AND SINGLE DIAGRAM
E-0.6 ELECTRICAL PANEL SCHEDULES
E-1.1 ELECTRICAL SITE PLAN
E-2.1 DEMO PLAN FIRST FLOOR
E-2.2 DEMO PLAN SECOND FLOOR
E-3.0 POWER PLAN BASEMENT
E-3.1 POWER PLAN FIRST FLOOR
E-3.2 POWER PLAN SECOND FLOOR
E-4.0 WALL LIGHTING PLAN BASEMENT
E-4.1 CEILING LIGHTING PLAN BASEMENT
E-4.2 LIGHTING PLAN FIRST FLOOR
E-4.3 LIGHTING PLAN SECONG FLOOR
T24-MM TITLE 24 FORMS MANDATORY MEASURES
T24-1 TITLE 24 ENERGY COMPLIANCE FORMS
P-0.1 GENERAL NOTES & SHEET INDEX
P-0.2 CALCULATIONS
P-1.1 SITE PLAN
P-3.1 BASEMENT FLOOR PLAN COLD / HOT WATER AND NATURAL GAS
P-3.2 1ST FLOOR PLAN COLD / HOT WATER AND NATURAL GAS
P-3.3 2ND FLOOR/ ROOF PLAN COLD / HOT WATER AND NATURAL GAS
P-3.4 BASEMENT FLOOR PLAN WASTER / VENT PIPING AND FC CONDENSATE
P-3.5 1ST FLOOR PLAN WASTE / VENT PIPING AND FC CONDENSATE
P-3.6 2ND FLOOR / ROOF PLAN WASTE / VENT PIPING AND FC CONDENSATE
P-D.1 DETAILS
M-0.1 GENERAL NOTES AND LEGENDS
M-0.2 EQUIPMENT SCHEDULE
M-3.1 HVAC BASEMENT FLOOR PLAN
M-3.2 HVAC 1ST FLOOR PLAN
M-3.3 HVAC 2ND FLOOR/ROOF PLAN
MD-1 MECHANICAL DETAILS
C-1 TITLE SHEET NOTES
C-2 GRADING PLAN
C-3 SECTIONS-DETAILS
LT0.00 LIGHTING GENERAL NOTES
LT0.01 BASEMENT LIGHTING SCHEDULE
LT0.02 LIGHTING ZONE/PROGRAMING
LT1.20 BASEMENT FLOOR/WALL LIGHTING PLAN
LT1.30 BASEMENT REFLECTED CEILING LIGHTING PLAN
LT1.40 LIGHTING SCHEDULE LEVEL 1 AND LEVEL 2
100 COVER SHEET ANF GENERAL NOTES
200 PLAN VIEW
201 EAST ELEVATION VIEW
202 FRONT ELEVATION
203 WEST ELEVATION
204 SECTION VIEW
205 SECTION @ TRUSS 5
206 SECTION @ TRUSS 4
207 SECTION @ TRUSS 3
208 SECTION @ TRUSS 2
209 SECTION @ TRUSS 1
210 SECTION @ BALCONY
211 BALCONY SECTION VIEW
212 ELEVATION VIEW
213 HIP ELEVATION VIEW
300 STEEL PLAN VIEW
301 STEEL SECTION VIEW
302 SECTION @ TRUSS 5
303 SECTION @ TRUSS 2 & 4
304 SECTION @ TRUSS 3
305 SECTION @ TRUSS 1
306 STEEL FRONT ELEVATION
307 BALCONY SECTION VIEW
308 BASE PLATE DETAILS
309 BASE PLATE DETAILS
310 STEEL CONNECTION DETAILS
311 STEEL CONNECTION DETAILS
312 STEEL CONNECTION DETAILS
313 STEEL CONNECTION DETAILS
314 STEEL CONNECTION DETAILS
500-508 SKYLIGHT DETAILS
BLUE HATCH INDICATES
PROPOSED ENCLOSED AREA
GRAY HATCH INDICATES
EXISTING ENCLOSED AREA
1. AN APPROVED ENCROAHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES
WITHIN THE PUBLIC RIGHT-OF-WAY.
2. IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS
DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ALLEY/STREET
PAVEMENT, AND OTHER PUBLIC IMPROVEMENTS WILL BE REQUIRED BY THE CITY AT
THE TIME OF PRIVATE CONSTRUCTION COMPLETION. 100% OF THE COST SHALL BE
BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID
DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE
DISCRETION OF THE PUBLIC WORKS INSPECTOR.
3. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD
IMPROVENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD
IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6.
21
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SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
PR
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DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
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A0.01
PROJECT
INFORMATION
23
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1
8
05/17/2019
A0.00 COVER SHEET
A0.01 PROJECT INFORMATION
A0.02 SURVEY
A0.03 SOILS REPORT
LOCATION MAP
VICINITY MAP PROJECT DATA
PROJECT ADDRESS: 2300 MESA DRIVE, NEWPORT BEACH, CA, 92660
PLANNING ZONE: SP-7 (REQ)
CONSTRUCTION TYPE: VB - SPRINKLERED PER NFPA 13D
OCCUPANCY TYPE: R-3
USE: SINGLE FAMILY RESIDENCE
APN NUMBER: 439 051 01
LEGAL DESCRIPTION:
LOT SIZE: 157,530 SQ FT (3.62 ACRES)
BUILDABLE AREA: 155,061 SQ FT
ALLOWABLE MAX FLOOR
AREA N/A
BUILDING HEIGHT: 24'-0" ABOVE NATURAL GRADE (AT FLAT ROOF)
29'-0" ABOVE NATURAL GRADE (AT ROOF RIDGE)
NUMBER OF STORY: TWO WITH BASEMENT
BUILDING AREA ANALYSIS:
PROJECT SITE
PROJECT DESCRIPTION
THE PROJECT CONSISTS OF DEMOLISHING THE EXISTING ICE CREAM PARLOR
WING OF ABOUT 990 SQ FT., AND AN ADDITION OF A NEW BASEMENT OF
APPROXIMATELY 4,374 SQ FT, A NEW SOLARIUM OF 3,021 SQ FT, NEW LOGGIA:
1,511 SQ FT, NEW POOL HOUSE 387 SQ FT, KITCHEN ADDITION: 373 SQ FT,
TRASH ENCLOSURE: 64 SQ FT.
THE BASEMENT INTENDED USES ARE: KIDS LIBRARY, KIDS PLAY AREA, FAMILY
LOUNGE BAR, WINE TASTING,ENTERTAINMENT THEATER, POWDER ROOM &
SMALL EQUIPMENT AREA.
THE SOLARIUM INTENDED USES ARE: FAMILY LOUNGE, READING, TEA SERVICE,
AND MEDITATION AREA.
APPLICABLE CODES
2016 CALIFORNIA BUILDING CODE
2016 CALIFORNIA ELECTRICAL CODE
2016 CALIFORNIA MECHANICAL CODE
2016 CALIFORNIA PLUMBING CODE
2016 CALIFORNIA ENERGY CODE
2016 CALIFORNIA GREEN BUILDING STANDARDS CODE
CITY OF NEWPORT BEACH AMMENDMENTS
SHEET INDEX
CIVIL ENGINEERING
ARCHITECTURAL
STRUCTURAL
ELECTRICAL
PLUMBING
MECHANICAL
LIGHTING
TITLE 24 CALCULATIONS
GLASS ROOF BY INTERSKY
ARCHITECTURAL
A0.10 GENERAL NOTES
A0.11 GENERAL NOTES
A0.12 GENERAL NOTES
A0.20 SPECIFICATIONS
A0.21 FINISH SCHEDULE
A0.30 WALL TYPE SCHEDULE
A0.31 DOORS, WINDOWS AND KITCHEN EQUIPMENT
SCHEDULE
A0.40 SITE PLAN
A0.50 ENLARGED SITE PLAN
A1.11 DEMO/EXISTING PLAN OVERALL LEVEL 1
A1.12 DEMO/EXISTING PLAN LEVEL 2
A1.20 CONSTRUCTION PLAN BASEMENT
A1.21 CONSTRUCTION PLAN LEVEL 1
A1.22 CONSTRUCTION PLAN LEVEL 2
A1.23 ROOF PLAN
A2.10 NORTH & EAST ELEVATION
A2.11 WEST ELEVATION & SOUTH ELEVATION
A3.11 SECTION
A3.12 SECTION
A3.13 SECTION
A3.14 SECTION
A3.15 SECTION
A3.16 SECTION
A4.212 ENL PLAN KITCHEN
A4.213 ENL PLAN POOL LOGGIA
A4.214 ENL RCP LOGGIA AND SOLARIUM
A4.601 ENL PLAN BASEMENT BAR POWER/DATA
A6.00 ENL PLANS - STAIRS A & B
A6.01 STAIR A SECTIONS & ELEVATIONS
A6.02 STAIR B SECTIONS & ELEVATIONS
A6.03 STAIR C - PLANS & SECTIONS
A6.04 STAIRS DETAILS
A6.05 STAIRS DETAILS
A6.06 ELEVATOR SECTIONS & ELEVATIONS
A6.07 BASEMENT EGRESS WINDOW PLANS & SECTIONS
A7.00 FLOOR DETAILS
A7.01 FLOOR DETAILS
A7.02 ROOF DETAILS
A7.03 ROOF DETAILS
A7.04 CEILING DETAILS
A7.05 CEILING DETAILS
A7.06 THRESHOLD DETAILS
BASEMENT
LEVEL 1
LEVEL 2
DEFERRED SUBMITTALS
- FIRE SPRINKLERS
-POOL
NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR
ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK
OR APPROVAL BY THE CITY.
GENERAL NOTE:
1
1
1
1
1
1
1
18
19
D
H
Y
D
H
Y
D
S
S
WV
S
0
4
°
0
2'
4
5
"
E
8
8
.2
0'
S39°48'15"W
105.00'
S27°17'03"W
634.56'
S50°11'45"E
303.80'
L= 128.28'
R= 818.25
L=
3
0
6
.
0
6
'
R
=
7
8
4
.
6
0
L
=
2
5
6
.
6
9'
R= 335.40
COCO
COCO
54
56
5 6
63
66
6 6
6 7
6 7
67
67
67
6 7
6
7
67
6
7
67
67
67
67
68
68
68
68
68
68
68
68
6 8
68
69
69
6666
62
62
66
66
66
6 6
66
57
57
58
58
59
59
61
61
61
63
6
3
63
64
64
55
65
65
65
65
60
60
5 .9 4
1 2 .7 5
1.9 2
3 .9 0
5.2 9
UP
TRUE NORTH
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SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
GENERAL NOTES
LEGENDS
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DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
1/32" = 1'-0"
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A0.40
SITE PLAN
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1/32" = 1'-0"1 SITE PLAN
EXTEND OF WORK
1- REHABILITATED LANDSCAPE IS LESS THAN 500
SQ.FT. SEE CIVIL DRAWINGS FOR DETAILS.
NOTE: ALL PLANTING OUTSIDE THE EXTEND OF
WORK IS TO REMAIN IN PLACE
20
S27°17'03"W
R
=
7
8
4
.
6
0
6 666
63
64
64
65
65
E
8
3
GBC
5
D
4
7
10
A
6
2
9
F
1
TRUE
NORTH
T1
T2
T3
T4
T5
TA TB
N.I.C
(E) 2% SLOPE
2% SLOPE
2% SLOPE
EXTERIOR
ENTRANCE
EXTERIOR
ENTRANCE
EXTERIOR
ENTRANCE
(E) MASONRY
FENCE WALL
2%
S
L
O
P
E
2% SLOPE
-4"
-1'-0"
0"
-8"
0"
0"
1/2" / 1'-0"-6"-2"
0"
-6"
-1'-0"
-6"-6"
-1'-0"
0"
1/
8
"
/
1
'
-
0
"
1/
4
"
/
1
'
-
0
"
-1'-0"
1/
4
"
/
1
'
-
0
"
-6"
-6"
T0.9
T0.7
TA.13 TA.24TA.15 TA.25TA.31TA.7TA-5 TA-1
T4.8
T5.4
T5.5
T6
TB-1TB-2TB-3
T1.2
T1.6
T2.9
T4.1
0.52
1/
4
"
/
1
'
-
0
"
1/
4
"
/
1
'
-
0
"
N.I.C
2' - 11 3/4"
-6"
0.54
0.55
0.51
0.53
0.56
DN
DNDN
UP
2% SLOPE
A B
C D
0.57TYP
RESIDENCE ACCESS
BASEMENT EXTENT
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SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
LEGENDS
PR
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DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
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A0.50
ENLARGED
SITE PLAN
23
0
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05/17/2019
1/8" = 1'-0"1 SITE PLAN ENLARGED
0.51 NEW POOL WITH DEFERRED SUBMITTAL
0.52 POOL MONUMENT WITH DEFERRED FUTURE SUBMITTAL
0.53 (E) TREES TO REMAIN IN PLACE
0.54 2' TALL RETAINING WALL REFER TO CIVIL DRAWINGS
0.55 REMOVE (E) PARKING STRIPE
0.56 EXTEND OF BASEMENT BELOW
0.57 GRADE ELEVATIONS POINTS. SEE NOTE
POINT A: 64.44 FS
POINT B: 64.45 FS
POINT C: 64.46 FS
POINT D: 64.46 FS
GRADE AVERAGE POINTS: 64.45
NOTES:
GRADE ELEVATIONS
21
UP
47
'
-
9
1
/
4
"
E
8
3
GBC
5
D
4
7
10
A
6
2
9
F
1
N.I.C
1.101
1.102
1.104
1.1061.106
1.107
TYP
1.102
1.107
1.108
1.110
1.102
1.109
1.101
1.101
1.101
1.101
1.1121.104
1.1111.111
1.101
1.1031.103 1.116
1.116
1.115
1.119
1.117
1.119
1.119
EXISTING KITCHEN
415 SQ.FT.
OUTDOOR
EQUIP.
STORAGE
101 SQ.FT.
EXISTING POOL EXISTING ICE CREAM
PARLOR
917 SQ.FT.
1.120
1.112
1.104
EXISTING WALL TO REMAIN
DEMOLITION WALL
NOT INCLUDED IN
CONTRACT
21
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.
C
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SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
LEGENDS
PR
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DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
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A1.11
DEMO/EXISTING
PLAN OVERALL
LEVEL 1
23
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3/16" = 1'-0"1 LEVEL 1 AS-BUILT/DEMOLITION PLAN
1.101 DEMO EXISTING PLANTER
1.102 DEMO EXISTING FREE STANDING EXTERIOR WALL
1.103 EXISTING ELECTRICAL PANEL TO BE RELOCATED
1.104 DEMO EXISTING WALL(S) ALONG WITH DOOR(S) AND
WINDOW(S)
1.106 DEMO EXISTING PLUMBING FIXTURE
1.107 DEMO EXISTING COLUMN
1.108 REMOVE EXISTING POOL EQUIPMENT, SALVAGE FOR
FUTURE USE
1.109 DEMO EXISTING STAIR
1.110 DEMO EXISTING SWIMMING POOL
1.111 EXISTING DRIVEWAY TO BE MODIFIED. SEE CIVIL
ENGINEERING DRAWING.
1.112 DEMO EXISTING WINDOW
1.115 EXISTING HOSE BIBB TO REMAIN AS IS
1.116 EXISTING AIR CONDITIONING TO BE DEMOLISHED
1.117 EXISTING DOOR TO BE SWING IN
1.119 DEMO EXISTING HOSE BIBB
1.120 DEMO EXISTING ROOF ACCESS INSIDE KITCHEN
22
WASHER DRYERWASHER DRYER
DN DN
DN
DN
E
8
3
GBC
5
D
4
7
10
A
2
9
F
1
N.I.C
1.109
1.114
1.113
1.114
1.114
1.118
1.118
1.107
TYP.
1.115
1.119
EXISTING WALL TO REMAIN
DEMOLITION WALL
NOT INCLUDED IN
CONTRACT
21
6
2
M
I
C
H
E
L
S
O
N
D
R
I
V
E
,
I
R
V
I
N
E
,
C
A
,
9
2
6
1
2
TE
L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
I
N
T
E
R
I
O
R
S
@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
LEGENDS
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A1.12
DEMO/EXISTING
PLAN LEVEL 2
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 LEVEL 2 DEMOLITION PLAN
1.107 DEMO EXISTING COLUMN
1.109 DEMO EXISTING STAIR
1.113 DEMO EXISTING BALCONY
1.114 DEMO EXISTING ROOF
1.115 EXISTING HOSE BIBB TO REMAIN AS IS
1.118 BOUNDARY OF (E) PATIO TO REMAIN. SEE A1.22
1.119 DEMO EXISTING HOSE BIBB
23
UP
DN
DN
NEW WALL
2
A3.11
E
8
3
GBC
5
D
4
1
A3.13
7
A6.03
1
10
A
6
2
31 SF
AV STORAGE
011 181 SF
STAIR C
012
22 SF
ELEVATOR
EQUIPMENT RM
009
30 SF
ELEVATOR
008
81 SF
EQUIP RM
007
109 SF
MEN'S RR
003
125 SF
WOMEN'S RR
005
9
F
1
A6.06
1
T1
T2
T3
T4
T5
TA TB
23
'
-
0
"
28' - 0"37' - 0"
01
1
391 SF
THEATER
010
594 SF
BAR
002
133 SF
HALLWAY
006
00
3
17 SF
SUMP PUMP RM
004
00
4
00
5
00
7
00
8
012
1
A3.15
T0.9
T0.7
TA.13 TA.24TA.15 TA.25 TA.31TA.7TA-5 TA-1
T4.8
T5.4
T5.5
T6
14' - 9"
5'
-
4
"
5'
-
0
"
5' - 0"
1' - 8 7/8"
1'
-
0
3
/
4
"
5' - 9 3/8"
8'
-
5
"
A6.00
1
TB-1TB-2TB-3
T1.2
T1.6
T2.9
T4.1
1
A3.14
1.201
1.200
1.203
15 SF
SUM PUMP RM
013
01
3
-12'-6"
-12'-6"
-14' - 6"
1.203
1
A3.16
4'
-
9
7
/
8
"
-13'-0"
1.311
2
A3.15
2' - 8"
1'
-
6
1
/
2
"
52
'
-
9
"
23
'
-
1
"
61' - 7"
16
'
-
8
"
28' - 4"
36
'
-
2
"
23
'
-
0
"
36' - 4"
001
10
'
-
1
1
"
1.200
13' - 6 3/8"13' - 6 3/8"
1
12 SF
BASEMENT
EGRESS WINDOW
023
OPEN TO ABOVE
3
A6.07
4
A6.07
14
1
1
1
1.2011.201
1.203
P1 4' - 0 1/2"
005A
005B
005C
003A
003B4 1/4"
8'
-
5
"
27
'
-
3
3
/
8
"
A6.07
1
00
6
BASEMENT
4,410 SQ.FT.
1' - 4"
21
6
2
M
I
C
H
E
L
S
O
N
D
R
I
V
E
,
I
R
V
I
N
E
,
C
A
,
9
2
6
1
2
TE
L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
I
N
T
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R
I
O
R
S
@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
GENERAL NOTES
LEGENDS
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A1.20
CONSTRUCTION
PLAN
BASEMENT
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 BASEMENT CONSTRUCTION PLAN
1.200 NEW SLIDE FOLDING DOOR BY PANDA DOORS AND
WINDOWS. SEE DOOR SCHEDULE.
1.201 NEW CASEWORK WITH SINK
1.203 FLOOR DRAIN
1.311 FRESH AIR SHAFT
1. A Call-OSHA PERMIT IS REQUIRED FOR
EXCAVATIONS DEEPER THAN 5' AND FOR SHORING
AND UNDERPINNING.
1
3' OPENING
24
DNDN
DN
DN
UP
2
A3.11
E
8
3
GBC
5
D
4
1
A3.13
7
A4.212
1
10
A
6
2
114 SF
STAIR C
107
638 SF
KITCHEN
102
9
F
1
49 SF
STORAGE RM
108
76 SF
SHOWER RM
110
76 SF
SHOWER RM
111
108 SF
LOGGIA
109
17' - 9"
A4.213
1
N.I.C
A2.10
1
A2.102
A2.11 1
50 SF
TRASH RM
103
17 SF
MOP SINK RM
104
28 SF
ELEVATOR
LOBBY
106
T1
T2
T3
T4
T5
TA TB
31 SF
ELEVATOR
105
10
7 10
3
(E)102B(E)102A
102B
10
4
10
6
10
8
11
1
A
33' - 11"
11' - 0"11' - 0"
10
0
7 3/4"
6' - 2 1/4"
8' - 0"
5'
-
2
1
/
2
"
11
0
A
0"
10
2
C
102A
1
A3.15
1/
8
"
/
1
'
-
0
"
1/
4
"
/
1
'
-
0
"
1/2" / 1'-0"
-1'-0"
-6"
-6"
0"
11
'
-
9
1
/
4
"
T0.9
T0.7
TA.13 TA.24TA.15 TA.25TA.31TA.7TA-5 TA-1
T4.8
T5.4
T5.5
T6
A6.03
2
A6.00
2
1/
4
"
/
1
'
-
0
"
TB-1TB-2TB-3
T1.2
T1.6
T2.9
T4.1
1
A3.14
1.204
1.205
1.203
1.203 1.218
1.220
1.219
POOL
1
A3.16
2
A3.15
A2.11
2
3'
-
9
1
/
2
"
7' - 1 7/8"
1' - 3 1/2"12' - 0 1/8"12' - 0 1/8"11' - 1 7/8"
12
'
-
5
1
/
4
"
6"
6' - 5 7/8"
9'
-
8
1
/
8
"
11' - 11 3/8"
12' - 0 1/8"
1.310
1.311
-4"
1.223
1.223
1.2031.2031.2031.203
1.204
100E
-2"
A6
A6
B6
B6
100D100C100B100A
10
9
6 6
N.I.C
1.225
TYP
B6
B6
B6
B6
3
5
4
5
KE-12
6' - 2 1/4"
ø 3'-6"
OPEN TO
BELOW
3' - 0"18 SF
ELECTRICAL RM
112
A6.07
2
3
A6.07
4
A6.07 3' - 1 1/2"
75
2'
-
0
"
1'
-
1
1
3
/
4
"
1
1
112
ø 3'-6"
1
1
1
1
10
5
A
10
5
B
1
1.224
P1
1
1
38' - 4"
SOLARIUM
3,120 SQ.FT.
EXISTING WALL
NEW WALL
NOT INCLUDED IN
CONTRACT
21
6
2
M
I
C
H
E
L
S
O
N
D
R
I
V
E
,
I
R
V
I
N
E
,
C
A
,
9
2
6
1
2
TE
L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
I
N
T
E
R
I
O
R
S
@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
GENERAL NOTES
LEGENDS
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A1.21
CONSTRUCTION
PLAN LEVEL 1
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 LEVEL 1 CONSTRUCTION PLAN
1.203 FLOOR DRAIN
1.204 OVERHEAD SOFFIT ABOVE
1.205 NEW FRAMELESS SLIDE FOLDING DOOR. SEE DOOR
SCHEDULE
1.218 GREASE INTERCEPTOR. SEE PLUMBING DRAWING
1.219 NEW POOL WITH DEFERRED SUBMITTAL
1.220 RELOCATED ELECTRICAL PANEL
1.223 INSTALL NEW HOSE BIBB
1.224 NEW COLUMN PER STR
1.225 NEW COLUMN TRUSSES PER INTERSKY
1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS
1.311 FRESH AIR SHAFT
25
DN
2
A3.11
E
8
3
GBC
5
D
4
1
A3.13
7
10
A
2
9
F
1
N.I.C
T1
T2
T3
T4
T5
TA TB
b5.112
201A
1
1
A3.15
849 SF
OUTDOOR PATIO
202
201B
T0.9
T0.7
TA.13 TA.24TA.15 TA.25 TA.31TA.7TA-5 TA-1
T4.8
T5.4
T5.5
T6
A6.00
3
OPEN TO BELOW
10'-11"
16'-10"
TB-1TB-2TB-3
T1.2
T1.6
T2.9
T4.1
1
A3.14
1.214
1.214
1.215
1.2141.214
1.211
0"
8'-6"
1.210
1.210
1.2101.210
1.215
1.216
8" / 1'-0"8" / 1'-0"
8"
/
1
'
-
0
"
8" / 1'-0"
8" / 1'-0"
8"
/
1
'
-
0
"
8" / 1'-0"8" / 1'-0"
8"
/
1
'
-
0
"
8"
/
1
'
-
0
"
8"
/
1
'
-
0
"
8"
/
1
'
-
0
"
8"
/
1
'
-
0
"
8" / 1'-0"
1.221
1
A3.16
2
A3.15
A2.11
2
467 SF
SOLARIUM
BALCONY
200
123 SF
PATIO
201
1.222
1.222
1.3101.217
1.217
.
.
..
2%
M
I
N
2%
M
I
N
2% MIN 2% MIN
1.226
8" / 1'-0"8" / 1'-0"
1
OPEN TO
BELOW
3
A6.07
4
A6.07
8" / 1'-0"
8" / 1'-0"
1
1
1.210
4' - 0"
1.314
1.227 1.227
1.227 1.229
1.228
1.216
1.216
1.216
1' - 2 5/8"
EXISTING WALL
NEW WALL
NOT INCLUDED IN
CONTRACT
21
6
2
M
I
C
H
E
L
S
O
N
D
R
I
V
E
,
I
R
V
I
N
E
,
C
A
,
9
2
6
1
2
TE
L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
I
N
T
E
R
I
O
R
S
@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
LEGENDS
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A1.22
CONSTRUCTION
PLAN LEVEL 2
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 LEVEL 2 CONSTRUCTION PLAN
1.210 MECHANICAL EQUIPMENT. SEE MEP DRAWINGS
1.211 NEW GUARDRAIL MIN 36" HEIGHT
1.214 NEW OUTDOOR PATIO WITH TILE FLOORING. MAINTAIN
MINIMUM 2% SLOPE
1.215 BUILT-UP ROOFING SYSTEM, PROVIDE MIN. 2% SLOPE.
SEE DTL 2/A7.02
1.216 ROOF DRAIN. SEE SPECS
1.217 NEW CLASS "A" FLAT TILE TO MATCH EXISTING. RT-1.
SEE SPECS.
1.221 NEW EXTERIOR GUTTER. PAINTED TO MATCH EXISTING
HOUSE
1.222 BOUNDARY OF EXISTING PATIO. PROVIDE EXPANSION
JOINT
1.226 EXISTING ROOF TO REMAIN
1.227 NEW ROOF GUTTER
1.228 (E) ROOF GUTTER TO REMAIN
1.229 NEW EXHAUST FAN
1.310 EXHAUST FANS DUCTS. SEE MEP DRAWINGS
1.314 KITCHEN ROOF ACCESS
26
2
A3.11
E
8
3
GBC
5
D
4
1
A3.13
7
10
A
6
2
9
F
1
T1
T2
T3
T4
T5
TA TB
N.I.C
1
A3.15
T0.9
T0.7
TA.13 TA.24TA.15 TA.25 TA.31TA.7TA-5 TA-1
T4.8
T5.4
T5.5
T6
TB-1TB-2TB-3
T1.2
T1.6
T2.9
T4.1
1
A3.14
SEE ANNOTATION IN
SHEET A1.22 - LEVEL 2
CONSTRUCTION PLAN
SEE ANNOTATION IN
SHEET A1.22 - LEVEL 2
CONSTRUCTION PLAN
SEE ANNOTATION IN
SHEET A1.22 - LEVEL 2
CONSTRUCTION PLAN
SEE ANNOTATION IN
SHEET A1.22 - LEVEL 2
CONSTRUCTION PLAN
1
A3.16 SEE INTERSKY DRAWING SET
34' -4"
OPEN TO BELOW
3
A6.07
4
A6.07
1
1
1
1
21
6
2
M
I
C
H
E
L
S
O
N
D
R
I
V
E
,
I
R
V
I
N
E
,
C
A
,
9
2
6
1
2
TE
L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
I
N
T
E
R
I
O
R
S
@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
KEYNOTES
LEGENDS
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
3/16" = 1'-0"
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A1.23
ROOF PLAN
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 ROOF PLAN
27
LEVEL 1
0"
LEVEL 2
10'-11"
1
A3.13
8' - 0"
LEVEL 0
-1'-0"
12
'
-
0
"
4
A6.06
1
A3.16
TOP OF CUPOLA
34'-4"
23
'
-
1
0
3
/
4
"
24
'
-
4
1
/
2
"
8"
1'-0"
8"
1'-0"
5 5/8"
1'-0"
8"
1'-0"
8"
1'-0"
1
111
1
3
A6.07
1
1
4'
-
8
"
RT-1
ST-1ST-1
(98.75)
1
1
34
'
-
2
1
/
2
"
(64.5) -
ESTABLISHED
GRADE
LEVEL 1
0"
LEVEL 2
10'-11"
BASEMENT
-14'-6"
2
A3.11
LEVEL 0
-1'-0"
3
A6.03
TOP OF CUPOLA
34'-4"
13
'
-
8
"
25
'
-
4
3
/
4
"
1
4
A6.07
1
RT-1
ST-1
(98.75)
(64.5) -
ESTABLISHED
GRADE
34
'
-
2
1
/
2
"
1
1
HATCH SYMBOLIZES EXISTING
BUILDING
CODE:
NAME: SAXONY 900 SLATE
MANUFACTURER: BORAL ROOFING
TYPE: STANDARD WEIGHT
NUMBER: 1FACS6031
SIZE: 17" X 13"
TILE COLOR: LA TERRA BLEND
RT-1RT-1
ROOF TILE
CODE:
NAME: COMMERCIAL GRADE - QUIKRETE STUCCO
CONTACT: WWW.HOMEDEPOT.COM
SIZE: 80LB
ST-1ST-1
STUCCO
21
6
2
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(
9
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7
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7
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3
7
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A
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.
C
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SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
As indicated
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A2.10
NORTH & EAST
ELEVATION
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
3/16" = 1'-0"1 NORTH ELEVATION
3/16" = 1'-0"2 EAST ELEVATION
28
LEVEL 1
0"
LEVEL 2
10'-11"
2
A3.11
3
A6.01
LEVEL 0
-1'-0"
3
A6.03
3
A6.06
7' - 9"7' - 7"
TOP OF CUPOLA
34'-4"
23
'
-
8
"
14
'
-
2
"
8"
1'-0"
8"
1'-0"
5 5/8"
1'-0"
5 5/8"
1'-0"
1
4
A6.07
1
RT-1
ST-1
1
ST-1
1
1
(98.75)
(64.5) -
ESTABLISHED
GRADE
34
'
-
2
1
/
2
"
LEVEL 1
0"
LEVEL 2
10'-11"
BASEMENT
-14'-6"
LEVEL 0
-1'-0"
TOP OF CUPOLA
34'-4"
23
'
-
5
"
8"
1'-0"
8"
1'-0"
1
3
A6.07
1
RT-1
ST-1
1
1
(98.75)
(64.5) -
ESTABLISHED
GRADE
34
'
-
2
1
/
2
"
HATCH SYMBOLIZES EXISTING
BUILDING
CODE:
NAME: SAXONY 900 SLATE
MANUFACTURER: BORAL ROOFING
TYPE: STANDARD WEIGHT
NUMBER: 1FACS6031
SIZE: 17" X 13"
TILE COLOR: LA TERRA BLEND
RT-1RT-1
ROOF TILE
CODE:
NAME: COMMERCIAL GRADE - QUIKRETE STUCCO
CONTACT: WWW.HOMEDEPOT.COM
SIZE: 80LB
ST-1ST-1
STUCCO
21
6
2
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9
2
6
1
2
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L
:
(
9
4
9
)
2
2
2
-35
7
9
FA
X
:
(
9
7
8
)
3
6
7
-94
3
7
GL
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@
G
L
I
D
E
W
E
L
L
D
E
N
T
A
L
.
C
O
M
SHEET NAME:
SCALE:
ISSUE DATE:
CHECK BY:
SHEET NUMBER:
These drawings, specifications, and copies
are the exclusive property of Glidewell
Dental Laboratories, Operations
Department. They are to be used only with
respect to this project. No part of these
documents can be copied, transferred or
reproduced without written consent from
Glidewell Laboratories, Operations
Department.
DRAWN BY:
PR
O
J
E
C
T
N
A
M
E
:
SI
T
E
A
D
D
R
E
S
S
:
PL
A
N
C
H
E
C
K
N
U
M
B
E
R
:
DH, MA, YA
YA, MF
3/15/2019
REVISION
NUMBER
REVISION
DATE
REVISION
DESCRIPTION
1 PLAN CHECK
CORRECTIONS
1/4" = 1'-0"
GL
I
D
E
W
E
L
L
R
E
S
I
D
E
N
C
E
R
E
M
O
D
E
L
A2.11
WEST
ELEVATION &
SOUTH
ELEVATION
23
0
0
M
E
S
A
D
R
I
V
E
,
N
E
W
P
O
RT
B
E
A
C
H
,
C
A
,
9
2
6
6
0
28
2
5
-20
1
8
05/17/2019
1/4" = 1'-0"1 WEST ELEVATION
1/4" = 1'-0"2 SOUTH ELEVATION OF POOL LOGGIA
29
• RINKER COMPANY
June 4, 2019
City of Newport Beach
Community Development Department
Planning Division, 100 Civic Center Drive
Post Office Box 1768
Newport Beach, CA 92658
Attn: Zoning Administrator
Re: Glidewell Residence Application
Public Hearing June 13, 2019 at 3:00 pm
~'f:.c-e.1veo l:J ,_..
COMMUNITY
DEVELOPMENT
JUN O 6 2019
Our residence, which we completed in 1967, adjoins the Glidewell residence to the east. We are pleased
to advise that we strongly support whatever additions the Glidewell's plan as they have considerably
added beauty and attractiveness to their residence since their acquisition, and it has enhanced the
enjoyment and value to all residences on Mesa Drive.
We urge the approval of their application as soon as possible. If you have any questions please advise.
Har~~4/4
HSR/tb
MAILING ADDRESS: P.O. BOX 7250 • NEWPORT BEACH, CALIFORNIA 92658-7250
TEL: (714) 979-8300 • FAX: (714) 979-3327
Zoning Administrator - June 13 2019 Item No. 4a - ADDITIONAL MATERIALS RECEIVED Glidewell Residence (PA2019-053)