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Home My WebLink About06_925 Via Lido Soud, LLC Residence Lot Merger and CDP_PA2022-0204CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT January 26, 2023 Agenda Item No. 6 SUBJECT: 925 Via Lido Soud, LLC Residence (PA2022-0204) ▪Lot Merger ▪Coastal Development Permit SITE LOCATION: APPLICANT: OWNER: PLANNER: 921 and 925 Via Lido Soud Sinclair Associates Architects, Inc. 925 Via Lido Soud, LLC Liane Schuller 949-644-3200- lschuller@newportbeachca.gov LAND USE AND ZONING •General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached) •Zoning District: R-1 (Single-Unit Residential) •Coastal Land Use Plan Category: RSD-C (Single Unit Residential Detached 10.0 - 19.9 DU/AC) •Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY A request for a lot merger and coastal development permit to allow the demolition of two single-family residences at 921 and 925 Via Lido Soud, the merger of two lots under common ownership to create a single parcel, and the construction of a 7,232-square-foot, two-story single-family residence with a 599-square-foot attached accessory dwelling unit and an attached 1,143-square-foot, four-car garage with golf-cart space. On June 30, 2022, the applicant obtained approval for a grade determination and a coastal development permit (PA2022-025) to construct a new bulkhead within the private property at 925 Via Lido Soud. RECOMMENDATION 1)Conduct a public hearing; 2)Find this project exempt from the California Environmental Quality Act (CEQA) under Section 15315 under Class 15 (Minor Land Divisions) and Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. The exceptions to the Class 3 exemption do not apply; and 1 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 2 3)Adopt Draft Zoning Administrator Resolution No. _ approving the Lot Merger and Coastal Development Permit (Attachment No. ZA 1). DISCUSSION Lot Merger •An application was filed concerning property located at 921 and 925 Via Lido Soud. The lots are two adjacent waterfront properties at the eastern end of Lido Isle. •The subject lots are zoned R-1 (Single-Unit Residential) and will retain the R-1 zoning designation. The Land Use Element of the General Plan designates the lots as RS- D (Single Unit Residential Detached). The Coastal Land Use Plan designates the;ots as RSD-C (Single Unit Residential Detached – 10.0 - 19.9 DU/AC), which provides for density ranges from 10.0 - 19.9 dwelling units per acre. The single-family land use will remain the same and the merger is consistent with the land use designations of the General Plan and Coastal Land Use Plan. The property is not a part of a specific plan. •On June 30, 2022, the applicant obtained approval for a grade determination and a coastal development permit to construct a new bulkhead to protect the existing development within the private property at 925 Via Lido Soud (PA2022-025). •Each lot is currently developed with a single-family residence, which will be demolished. The proposed lot merger will combine two lots under common ownership by removing the interior lot line between them. The newly merged parcel will be developed with a new single-family dwelling, accessory dwelling unit, and attached garage. •Newport Beach Municipal Code (NBMC) Section 21.18.030 (Residential Coastal Zoning Districts General Development Standards) establishes the minimum standards required for lot creation. The minimum lot width and the minimum lot area required in the R-1 zoning district are 50 feet and 5,000 square feet, respectively. Merging the two lots will create one parcel that meets these standards. The width of the merged lot along the street will be approximately 80 feet and the area will be approximately 6,408 square feet. •The unique shape of Lido Island along the waterfront results in a variety of lot shapes and sizes. Newport Beach Municipal Code Sections 20.18.030 and Section 21.18.030 (Residential Coastal Zoning Districts General Development Standards) establish the minimum standards required for lot creation. The minimum lot width and the minimum lot area required in the R-I zoning district are 50 feet and 5,000 square feet respectively. The existing lots are individually 40-foot widths and 3,102 and 3,307 square feet in area. The width of the merged lot will be approximately 80 feet and the 2 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 3 lot area will be approximately 6,408 square feet. The original Lido Isle Tract No. 907 is developed with lots that range from 30 to 50-foot width fronting the street. The proposed lot configuration is 80 feet in width fronting Via Lido Soud and complies with the minimum lot width of 50 feet prescribed by the Zoning Code. • Orientation and access to the property will remain from Via Lido Soud. The resulting lot configuration will not change the existing pattern of development in the area. The merged parcel is within an urban environment and will be served by existing public utilities. • In accordance with NBMC Section 19.08.30(A)(3)(Waiver of Parcel Map), the Zoning Administrator may approve a waiver of the parcel map requirement in cases where no more than three parcels are eliminated. The proposed lot merger combines two (2) contiguous lots under common ownership and does not result in the elimination of more than three (3) parcels. • The subject property is not located within a specific plan area. Compliance with the Housing Crisis Act of 2019 The project proposes to demolish two (2) existing single-family residences to construct a single-family residence and attached accessory dwelling unit (ADU). As a result, the Project complies with the Housing Crisis Act of 2019 and Senate Bill 8 (Skinner) because it does not result in the loss of residential density. The State Department of Housing and Community Development (“HCD”) has verified with the City in an email dated March 23, 2022, that an ADU is considered a housing unit under Government Code Section 66300 provisions to replace existing units. The property owner has certified that the units are not "protected" units under Section 66330 Subdivision (d)(2). The project is consistent with the General Plan, Local Coastal Program, and Zoning designations that allow the single-family and accessory dwelling unit land uses. Under the Coastal Land Use Plan Table 2.1.1-1, the Single Unit Residential (RS-D) category is intended for single-family residential development. Implementation Program (IP) Table 21.18-1 shows “Single-Unit Dwellings – Detached” and “Accessory Dwelling Units” as allowed uses in the R-1 Coastal Zoning District. Therefore, the project of a single-family residence and accessory dwelling unit to replace two (2) existing two (2) single-family residences is consistent with the R-1 zoning and land use designations and does not result in a loss of residential density. Coastal Development Permit • The neighborhood is predominantly developed with two (2)-story, single-family, and two (2) family residences. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development. 3 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 4 • The proposed development conforms to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1, below: Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front (Bay) 10 feet 10 to 23.5 feet Sides 4 feet 4 feet to 9.5 feet Second Frontage (street) 4 feet 6 to approximately 8 feet Allowable Floor Area (max.) 12,816.8 square feet 8,974.5 square feet ADU Floor Area (max.) 800 square feet 599 square feet Open Volume Area (min.) 961.3 3,408.6 square feet Parking (min.) 3 garage spaces 4 garage parking spaces plus golf cart space Height (max.) 24-foot flat roof 29-foot sloped roof 23.6 feet excluding chimneys Attached is ADU Height (max.) 24-foot flat roof 29-foot sloped roof 23 feet 6 inches Hazards • A Coastal Hazards Report and Sea Level Rise Analysis were prepared by GeoSoils, Inc., dated August 29, 2022, for the project. The current maximum bay water elevation is 7.7 NAVD88 (North American Vertical Datum of 1988 (NAVD88) and may exceed the existing 13.5 feet NAVD88 top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 3-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.7 feet NAVD88 (the likely range for sea level rise over the 75- year design life of the structure based on low-risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Based upon the analysis, the proposed development is reasonably safe from coastal hazards including shoreline movement, waves, wave runup, and flooding for the next 75 years. • On March 23, 2021, the City Council approved updated Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. The guidelines require that any bulkhead structure permitted within the years 2021 through 2025 must have a minimum bulkhead elevation of 10.9 feet (NAVD 88) with a design for adaptability elevation of 14.4 feet (NAVD 88). The project site will be protected by an existing concrete panel bulkhead fronting the 921 Via Lido Soud parcel and a recently approved new pile and stem wall bulkhead fronting the 925 Via Lido Soud parcel. Both bulkheads meet the current City 4 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 5 requirements of a minimum bulkhead elevation of 10.9 feet NAVD88 and the ability to be raised to a height of 14.4 feet NAVD88 without any bayward encroachment. •The finished floor elevation of the first floor of the proposed structure is 14.00 feet (NAVD88), which complies with the minimum 9.00-foot (NAVD88) elevation standard for new structures. •Under NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to agree 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). This requirement is included as a condition of approval that will need to be satisfied before the final building permit inspection, respectively. •The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) (Development Standards). This requirement is included as a condition of approval that will need to be satisfied before the issuance of building permits, respectively. •The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved before 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 before building permit issuance. Water Quality •The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. •Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Management Plan (WQMP) is required. A preliminary WQHP was prepared for the project on November 3, 2022, by Forkert Engineering & Surveying, Inc. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of a Low Impact Development (LID) approach to retain the design 5 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 6 storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. Public Access and Views • The project site is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal viewpoint is in Marina Park and is not visible from the site. The project site and other residences along Via Lido Soud may be located within the view shed of the bay, however, the proposed development complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. • The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces two existing single-family residences located on standard residential lots with a new single-family residence and accessory dwelling unit consistent with the existing neighborhood pattern of development and in keeping with applicable development standards. The project does not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. • Vertical and lateral access to the bay exists throughout Lido Isle, with the closest vertical access point located along Via Lido Nord approximately 500 feet north where there is access to the water and a grassy area for the public. The project does not include any features that would obstruct access along these routes. The property is zoned for residential uses including single-family and accessory dwelling units. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) under Section 15303 under Class 3 (New Construction or Conversion of Small Structures) and Section 15315 under Class 15 (Minor Land Divisions) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3 because it has no potential to have a significant effect on the environment. The Class 3 exemption allows the construction and location of limited numbers of new, small facilities or structures including one single-family residence and accessory 6 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 7 structures. The proposed project consists of the demolition of two single-family residences and the construction of a 7,232-square-foot, single-family residence with a 599-square-foot accessory dwelling unit and attached 1,143-square-foot, four (4)-car garage with golf-cart space in the R-1 Zoning District. The project,, qualifies under the parameters of the Class 3 exemption. The Class 15 exemption allows the division of property in urbanized areas zoned for residential, commercial, or industrial use into four (4) or fewer parcels when the division is in conformance with the General Plan and Zoning; no variances or exceptions are required; all services and access to the proposed parcels are available; the parcel was not involved in a division of a larger parcel within the previous two years; and the parcel does not have an average slope greater than 20 percent. This exemption includes a minor lot merger not resulting in the creation of any new parcel and complies with the conditions specified above. The project,, qualifies under the parameters of the Class 15 exemption. PUBLIC NOTICE Notice of this application 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 by the provisions of Title 21 (Local Coastal Program [LCP] 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 (Appeal to the Coastal Commission) 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: MKN/ls 7 925 Via Lido Soud, LLC Residence (PA2022-0204) Zoning Administrator, January 26, 2023 Page 8 Attachments: ZA 1 Draft Resolution Vicinity Map Lot Merger Exhibits ZA 2 ZA 3 ZA 4 Project Plans 8 Attachment No. ZA 1 Draft Resolution 9 10-18-2021 RESOLUTION NO. ZA2023-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING A LOT MERGER AND A COASTAL DEVELOPMENT PERMIT TO DEMOLISH TWO (2) EXISTING SINGLE-FAMILY RESIDENCES AND TO CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ACCESSORY DWELLING UNIT LOCATED AT 921 AND 925 VIA LIDO SOUD (PA2022-0204). THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1.An application was filed by Sinclair Associates Architects, Inc., concerning property located at 921 and 925 Via Lido Soud, requesting approval of a lot merger and a coastal development permit. The property at 921 Via Lido Soud is legally described as Lot 318 of Tract No. 907 and the property at 925 Via Lido Soud is legally described as Lot 319 of Tract No. 907. 2.The applicant requests a lot merger to combine two (2) adjacent lots under common ownership to create a single parcel for development purposes and a coastal development permit to demolish two (2) single-family residences to construct a new 7,232- square-foot, two (2)-story, single-family residence with a 599-square-foot accessory dwelling unit and attached 1,143-square-foot, four (4)-car garage with golf cart space. All work will be performed from the landside of the U.S. Bulkhead Line and all construction will occur from private property (i.e., the landside). The project also includes additional appurtenances such as site walls, fences, patios, drainage devices, and landscaping. The design complies with all applicable development standards, including height, setbacks, and floor area limit; no deviations are requested. 3.The subject property is designated RS-D (Single Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single-Unit Residential) Zoning District. 4.The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD-C (Single Unit Residential Detached - (10.0 - 19.9 DU/AC)) and it is located within the R-1 (Single-Unit Residential) Coastal Zone District. 5.The proposed project is located within the City of Newport Beach permit jurisdiction pursuant to the Post LCP Certification Permit and Appeal Jurisdiction Map (“Map”) and is within the Appeal Area of the California Coastal Commission. Pursuant to the Map, the California Coastal Commission retains jurisdiction within tidelands, submerged lands, and lands that are subject to the public trust or were subject to the public trust at any time. The proposed project is adjacent to, but not located within tidelands or lands that are subject to the public trust or were subject to the public trust at any time. The proposed bulkhead is contained entirely within private property and all construction would be conducted without the use of mechanized equipment on the water or sand. Additionally, the project is located 10 Zoning Administrator Resolution No. ZA2023-### Page 2 of 16 10-05-2021 outside of submerged lands, which is defined as the lands that lay below the line of mean low tide (from California Code of Regulations Section 13577). Therefore, the project is under the permit jurisdiction of the City of Newport Beach. 6. A public hearing was held on January 26, 2023, online via Zoom. A notice of the time, place, and purpose of the hearing was given by the Newport Beach Municipal Code (NBMC). Evidence, both written and oral, was presented to and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt under Title 14 of the California Code of Regulations Section 15303 and Section 15315, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures) and Class 15 (Minor Land Divisions) because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition of up to three (3) single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of two (2) single-family residences and the construction of a new 7,332- square-foot single-family dwelling with an attached 559-square-foot accessory dwelling unit and attached 1,143-square-foot four (4)-car garage. The exceptions to this categorical exemption under Section 15300.2 are not applicable. 3. Class 15 exempts the division of property in urbanized areas zoned for residential, commercial, or industrial use into four (4) or fewer parcels when the division is in conformance with the General Plan and Zoning; no variances or exceptions are required; all services and access to the proposed parcels are available; the parcel was not involved in a division of a larger parcel within the previous two (2) years; and the parcel does not have an average slope greater than 20 percent. This exemption includes a minor lot merger not resulting in the creation of any new parcel and complies with the conditions specified above. 4. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. Lot Merger In accordance with Section 19.68.030(H) (Lot Mergers – Required Findings) of the NBMC, the following findings and facts in support of such findings are set forth: 11 Zoning Administrator Resolution No. ZA2023-### Page 3 of 16 10-05-2021 A. Approval of the merger will not be detrimental to the health, safety, peace, comfort, and general welfare of persons residing or working in the neighborhood of such proposed use or be detrimental or injurious to property and improvements in the neighborhood or the general welfare of the City, and further that the proposed lot merger is consistent with the legislative intent of this title. Facts in Support of Finding: 1. The proposed lot merger will combine two (2) lots under common ownership by removing the interior lot line between them. The merging of the two (2) lots will not result in the creation of additional parcels. 2. The Project proposes to demolish two existing single-family residences on-site to construct a single-family residence and attached accessory dwelling unit (ADU). As a result, the Project complies with the Housing Crisis Act of 2019 and Senate Bill 8 (Skinner) because it does not result in the loss of residential density. The State Department of Housing and Community Development (“HCD”) has verified with the City in an email dated March 23, 2022, that an ADU is considered a housing unit under Government Code Section 66300 provisions to replace existing units. The property owner has certified that the units are not "protected" units under Section 66330 Subdivision (d)(2). The project is consistent with the General Plan, Local Coastal Program, and Zoning designations that allow the single-family and accessory dwelling unit land uses. Under the Coastal Land Use Plan Table 2.1.1-1, the Single Unit Residential (RS-D) category is intended for single-family residential development. Implementation Program (IP) Table 21.18-1 shows “Single-Unit Dwellings – Detached” and “Accessory Dwelling Units” as allowed uses in the R-1 Coastal Zoning District. Therefore, the project of a single-family residence and accessory dwelling unit to replace two existing two (2) single-family residences is consistent with the R-1 zoning and land use designations and does not result in a loss of residential density. 3. The project will replace two (2) single-family residences with one (1) single-family dwelling and one ADU on the merged parcels. Therefore, the lot merger will not affect the City in meeting its regional housing needs and is not considered a reduction of density under SB330. 4. The project is in an area with an average slope of less than 20 percent. 5. The lot merger is consistent with the purpose and intent of NBMC Title 19 (Subdivisions). Finding: B. The lots to be merged are under common fee ownership at the time of the merger. Fact in Support of Finding: 1. The two (2) lots to be merged are under common fee ownership and are conditioned to remain under common fee ownership before the recordation of the lot merger. 12 Zoning Administrator Resolution No. ZA2023-### Page 4 of 16 10-05-2021 Finding: C. The lots as merged will be consistent or will be more closely compatible with the applicable zoning regulations and will be consistent with other regulations relating to the subject property including, but not limited to, the General Plan and any applicable Coastal Plan or Specific Plan. Facts in Support of Finding: 1. The merged lots will retain the R-1 (Sinlge-Unit Residential) zoning designation, consistent with the surrounding area. The R-1 Zoning District is intended to provide for a maximum of one (1) residential dwelling unit located on a single legal lot. The zoning designation also allows one (1) accessory dwelling unit per property. 2. The Land Use Element of the General Plan designates both properties as RS-D (Single- Unit Residential Detached), which applies to single-family residential dwelling units. The Coastal Land Use Plan designates the properties as RSD-C (Single-Unit Residential Detached – 10.0 - 19.9 DU/AC) which provides for density ranges from 10.0-19.9 dwelling units per acre. The land use will remain the same and the merger is consistent with the land use designations of the General Plan and Coastal Land Use Plan. 3. The subject properties are not located within a specific plan area. 4. Newport Beach Municipal Code Sections 20.18.030 and Section 21.18.030 (Residential Coastal Zoning Districts General Development Standards) establish the minimum standards required for lot creation. The minimum lot width required and the minimum lot area required in the R-I zoning district are 50 feet and 5,000 square feet, respectively. The existing lots are individually 40-foot widths and 3,102 and 3,307 square feet in area. The width of the merged lot will be approximately 80 feet and the lot area will be approximately 6,408 square feet. The original Lido Isle Tract No. 907 is developed with lots that range from 30 to 50-foot width fronting the street. The proposed lot configuration is 80 feet in width fronting Via Lido Soud and complies with the minimum lot width of 50 feet prescribed by the Zoning Code. 5. The proposed width and area are consistent with other merged lots throughout Lido Island. For example, the two adjacent properties to the west have been previously merged with two and three lots from the original Tract No. 907, respectively. Finding: D. Neither the lots as merged nor adjoining parcels will be deprived of legal access because of the merger. Fact in Support of Finding: 1. Legal access for vehicular traffic and pedestrians is provided from Via Lido Soud and will remain unchanged. Currently, the site does not provide access to any other properties. No adjoining parcels will be deprived of legal access as a result of the merger. 13 Zoning Administrator Resolution No. ZA2023-### Page 5 of 16 10-05-2021 Finding: E. The lots as merged will be consistent with the pattern of development nearby and will not result in a lot width, depth or orientation, or development site that is incompatible with nearby lots. In making this finding, the review authority may consider the following: a. Whether the development of the merged lots could significantly deviate from the pattern of development of adjacent and/or adjoining lots in a manner that would result in an unreasonable detriment to the use and enjoyment of other properties. b. Whether the merged lots would be consistent with the character or general orientation of adjacent and/or adjoining lots. c. Whether the merged lots would be conforming or in greater conformity with the minimum lot width and area standards for the zoning district. Facts in Support of Finding: 1. Lido Island has a unique shape along the waterfront which results in lots of various shapes and sizes. Properties vary in size and width under the original tract configuration. Within the 900 block of Via Lido Soud, there are existing lots that are smaller, similar in size, or larger than the merged lot. 2. The merged lots do not develop previously underdeveloped land, nor does it disrupt the character or livability of the neighborhood. 3. Orientation and access to the parcel will remain from Via Lido Soud. The resulting lot configuration will not change the existing pattern of development in the area. 4. Fact in Support of Finding C.4 is hereby incorporated by reference. Waiver of Parcel Map In accordance with NBMC Section 19.08.30(A)(3) (Waiver of Parcel Map Requirement), the Zoning Administrator may approve a waiver of the parcel map requirement in cases where no more than three (3) parcels are eliminated. The following finding and facts in support of such findings are set forth: Finding: F. The proposed division of land complies with requirements as to area, improvement and design, flood water drainage control, appropriate improved public roads and property access, sanitary disposal facilities, water supply availability, environmental protection, and other applicable requirements of this title, the Zoning Code, the General Plan, and any applicable Coastal Plan or Specific Plan. 14 Zoning Administrator Resolution No. ZA2023-### Page 6 of 16 10-05-2021 Facts in Support of Finding: 1. Approval of the proposed lot merger would remove the existing interior lot lines and allow the property to be utilized as a single site. The merged lot would comply with all design standards and improvements required for new subdivisions by Title 19, the Zoning Code, and General Plan. 2. The subject property is not located within a specific plan area. The property complies with the requirements of Title 21 LCP Implementation Plan, as detailed in the following section (Findings G and H). 3. The proposed lot merger combines two (2) contiguous lots under common ownership into a single parcel of land and does not result in the elimination of more than three (3) parcels. 4. The merged lot is within an urban environment and will be served by existing public utilities. Coastal Development Permit In accordance with Section 21.52.015 (Coastal Development Permits, Findings, and Decision) of the Newport Beach Municipal Code, the following findings, and facts in support of such findings are set forth: Finding: G. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. Facts in Support of Findings A3, C4, and E3 are hereby incorporated by reference. 2. The project complies with all applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The total proposed floor area, including the residence and enclosed parking, is 8,975 square feet, which complies with the maximum allowable floor area limit of 12,817 square feet. b. The proposed development will provide the minimum required setbacks, which are four (4)-feet along the waterfront property line abutting Via Lido Soud, ten (10)-feet along the street front property line, and four (4)-feet along each side property line. c. The highest two-story roofline is no more than 24 feet from the established grade level of 13.5 feet based on the North American Vertical Datum of 1988 (“NAVD88”), which complies with the maximum height limitation. 15 Zoning Administrator Resolution No. ZA2023-### Page 7 of 16 10-05-2021 d. The project includes an enclosed garage parking for four (4) vehicles, which complies with the minimum 3-car parking requirement for single-family residences with more than 4,000 square feet of habitable floor area and one parking space for the accessory dwelling unit. A golf cart space is also included. e. The project is conditioned to require the recordation of a deed restriction that will prohibit the use of the ADU for short-term rentals (i.e., less than 30 days) and will also prohibit the sale of the ADU separate from the principal dwelling. 3. The neighborhood is predominantly developed with two (2)-story single-family residences. The proposed design, bulk, and scale of the development are consistent with the existing neighborhood pattern of development consistent with applicable development standards. 4. A Coastal Hazards Report and Sea Level Rise Analysis were prepared by Geo Soils, Inc. dated August 29, 2022, for the project. The current maximum bay water elevation is 7.7 NAVD88 (North American Vertical Datum of 1988 (NAVD88) and may exceed the existing 13.5 feet NAVD88 top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 3-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.7 feet NAVD88 (the likely range for sea level rise over the 75-year design life of the structure based on low-risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Based upon the analysis, the proposed development is reasonably safe from coastal hazards including shoreline movement, waves, wave runup, and flooding for the next 75 years. 5. On March 23, 2021, the City Council approved updated Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. The guidelines require that any bulkhead structure permitted within the years 2021 through 2025 must have a minimum bulkhead elevation of 10.9 feet (NAVD 88) with a design for adaptability elevation of 14.4 feet (NAVD 88). The project site will be protected by an existing concrete panel bulkhead fronting the 921 Via Lido Soud parcel and a recently approved new pile and stem wall bulkhead fronting the 925 Via Lido Soud parcel. Both bulkheads meet the current City requirements of a minimum bulkhead elevation of 10.9 feet NAVD88 and the ability to be raised to a height of 14.4 feet NAVD88 without any bayward encroachment. 6. The finished floor elevation of the first floor of the proposed structure is 14.00 feet (NAVD88), which complies with the minimum 9.00-foot (NAVD88) elevation standard for new structures. 7. Under NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to agree 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). This requirement is included as a condition of approval that will need to be satisfied before the final building permit inspection, respectively. 16 Zoning Administrator Resolution No. ZA2023-### Page 8 of 16 10-05-2021 8. The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) (Development Standards). This requirement is included as a condition of approval that will need to be satisfied before the issuance of building permits, respectively. 9. The property is 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 before 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 before building permit issuance. 10. The property is located adjacent to coastal waters. Pursuant to Section 21.35.030 (Construction Pollution Prevention Plan) of the NBMC, a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been provided and construction plans and activities will be required to adhere to the CPPP. 11. Pursuant to Section 21.35.050 (Water Quality and Hydrology Plan) of the NBMC, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a preliminary Water Quality and Hydrology Plan (WQHP) is required. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, the use of an LID approach to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP before building permit issuance. 12. The project design addresses water quality with a construction erosion control plan and a post-construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City’s storm drain system. Finding: H. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Facts in Support of Finding: 1. The project site is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal viewpoint is in Marina Park and is not visible from the site. The project site and other residences along Via Lido Soud may be located within the view shed of the Bay; however, 17 Zoning Administrator Resolution No. ZA2023-### Page 9 of 16 10-05-2021 the proposed development complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. 2. The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces two existing single-family residences located on standard residential lots with a new single-family residence and accessory dwelling unit consistent with the existing neighborhood pattern of development and in keeping with applicable development standards. The lot merger and proposed single-family residence with ADU do not involve a change in land use, density, or intensity that will result in increased demand for public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. 3. Vertical and lateral access to the Bay exists throughout Lido Isle, with the closest vertical access point located along Via Lido Nord approximately 500 feet north where there is access to the water and a grassy area for the public. The project does not include any features that would obstruct access along these routes. The property is zoned for residential uses including single-family and accessory dwelling units. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby finds this project is categorically exempt from the California Environmental Quality Act pursuant to Section 15315 under Class 15 (Minor Land Divisions) and Section 15303 under Class 3 (New Construction or Conversion of Small Structures) because it has no potential to have a significant effect on the environment. 2. The Zoning Administrator of the City of Newport Beach hereby approves the Coastal Development Permit, subject to the conditions outlined in Exhibit “A,” which is attached hereto and incorporated by reference. 3. 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 by the provisions of Title 21 Local Coastal Program (LCP) 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 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. 18 Zoning Administrator Resolution No. ZA2023-### Page 10 of 16 10-05-2021 PASSED, APPROVED, AND ADOPTED THIS 26TH DAY OF JANUARY 2023. ____________________________ Benjamin Zdeba, AICP, Zoning Administrator 19 Zoning Administrator Resolution No. ZA2023-### Page 11 of 16 10-05-2021 EXHIBIT “A” CONDITIONS OF APPROVAL (Project-specific conditions are in italics) Planning Division 1. The development shall be in substantial conformance with the approved lot merger exhibits, 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 exhibits and plans may require an amendment to this approval or the processing of a new planning application. 3. The project is subject to all applicable City ordinances, policies, and standards unless specifically waived or modified by the conditions of approval. 4. This approval 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 are detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained to constitute a public nuisance. 5. The applicant shall comply with all federal, state, and local laws. A material violation of any of those laws in connection with the use may be caused the revocation of this lot merger. 6. Prior to the recordation of the lot merger, the existing two (2) single-family residences located at 921 and 925 Via Lido Soud shall be demolished. 7. Prior to the issuance of final building permits, the lot merger shall be submitted to the Public Works Department for final map review and approval. All applicable fees shall be paid. 8. At the time of recordation of the lot merger, the two (2) lots shall be held entirely under one (1) common fee ownership. 9. Prior to the issuance of building permits for construction across the existing interior lot lines, a lot merger shall be recorded with the County recorder. 10. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 11. Prior to the issuance of a building and/or grading permit for an accessory dwelling unit, the property owner shall record a deed restriction with the County Recorder’s Office, the form and content of which is satisfactory to the City Attorney, prohibiting the use of the 20 Zoning Administrator Resolution No. ZA2023-### Page 12 of 16 10-05-2021 ADU for short term rentals (i.e., less than 30 days) and prohibiting the sale of the ADU separate from the principal dwelling. This deed restriction shall remain in effect so long as the accessory dwelling unit exists on the property. 12. 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 claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs, and expenses (including without limitation, attorney’s fees, disbursements, and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of the development. This letter shall be scanned into the plan set before building permit issuance. 13. Prior to the final building permit inspection, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 14. Prior to the issuance of building permits, the bulkhead shall be designed and engineered for the top of the stem wall at 13.5 feet (NAVD88) and engineered to be adaptable to an elevation of 14.4 feet (NAVD88). 15. Prior to the issuance of final building permits, the new seawall at 925 Via Lido Soud shall be constructed by Coastal Development Permit No. CD2022-009 and Staff Approval No. SA2022-004 (PA2022-025) and by the recommendations of the coastal hazards report prepared by GeoSoils, Inc. 16. Improvements landward of the face of the bulkhead on the subject property shall be measured from the established grade at 13.5 feet (NAVD88). 17. This Coastal Development Permit does not authorize any development seaward of the private property. 18. Prior to the issuance of final building permits, the existing glass fence on public property shall be removed. At such time as directed by the City or the California Coastal Commission, the applicant shall agree to and cooperate with both agencies for 1) the removal of any unpermitted development (i.e., existing glass fence) located seaward of the property and within the prolongation of the side property lines of the subject property, and 2) the restoration of the affected area consistent with a restoration plan approved by the City and Coastal Commission. 21 Zoning Administrator Resolution No. ZA2023-### Page 13 of 16 10-05-2021 19. All construction activities shall occur within private property and the use of mechanized equipment is prohibited within the Bay and public property. 20. All easements shall be plotted, and all easement documents provided upon final map review. 21. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner, or leasing agent. 22. This approval does not authorize any new or existing improvements (including landscaping) on California Coastal Permit Jurisdiction, State tidelands, public beaches, or the public right-of-way. Any improvements located on tidelands, submerged lands, and/or lands that may be subject to the public trust shall require a coastal development permit (CDP) approved by the California Coastal Commission (Coastal Commission). 23. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter the sensitive habitat, receiving waters, or storm drains or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands, or their buffers. No demolition or construction materials shall be stored on public property. 24. 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 under 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 (1) or two (2) short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 25. All proposed accessory structures located within setback areas shall comply with applicable height limits consistent with Zoning Code Section 20.30.040 (Fences, Hedges, Walls, and Retaining Walls). 26. 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 22 Zoning Administrator Resolution No. ZA2023-### Page 14 of 16 10-05-2021 plant species, and water-efficient irrigation design. The plans shall be approved by the Planning Division. 27. All landscape materials and irrigation systems shall be maintained by 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. 28. Construction activities shall comply with Section 10.28.040 of the Newport Beach Municipal Code, which restricts hours of noise-generating construction activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m., Monday through Friday. Noise-generating construction activities are not allowed on Saturdays, Sundays, or Holidays. 29. Prior to the issuance of the building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 30. 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 20 (Planning and Zoning) of the Newport Beach Municipal Code. 31. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 32. To the fullest extent permitted by law, the applicant shall indemnify, defend and hold harmless the City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any 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 925 Via Lido Soud, LLC Residence including, but not limited to the Lot Merger and Coastal Development Permit (PA2022-0204). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorney’s fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by the applicant, City, and/or the parties initiating or bringing the such proceeding. The applicant shall indemnify the City for all of the City's costs, attorneys' fees, and damages, which the City incurs in enforcing the indemnification provisions outlined in this condition. The applicant shall pay to the City upon demand any amount owed to the City under the indemnification requirements prescribed in this condition. 23 Zoning Administrator Resolution No. ZA2023-### Page 15 of 16 10-05-2021 Grading 33. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 34. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to review and approval by the Building Division. 35. Prior to the issuance of building permits, temporary shoring or temporary excavation details shall be provided with adequate temporary excavation stability. Temporary shoring may be required for dead-men excavation. Building Division 36. Before the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 37. Before the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to review and approval by the Building Division. 38. The project shall comply with special flood hazard area (SFHA)AE flood mitigation requirements. 39. Prior to the issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. The implementation shall comply with the approved CPPP and WQHP/WQMP and any changes could require separate review and approval by the Building Division. 40. Prior to the issuance of building permits, the project shall demonstrate compliance with applicable pool/spa safety requirements. All pool safety components need to be located on private property. 41. Prior to the issuance of building permits, the project plans shall demonstrate internal access to rooftop equipment. A minimum 42-inch high guard/parapet is required adjacent to the roof hatch shown on the plans (Sheet A2.5). 42. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented before and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 43. 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. 24 Zoning Administrator Resolution No. ZA2023-### Page 16 of 16 10-05-2021 44.Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 45.Trash and debris shall be disposed of in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed of in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. Public Works Department 46.No encroachments are permitted within the 4-foot-wide utility easement along Via Lido Soud fronting the property, including but not limited to, pilasters, foundations, eaves, trellis, balconies, or trees. 47.Prior to the issuance of building permits, a new sewer clean-out shall be installed per City Standard 406 and shall be located within the limits of the utility easement. All unused sewer laterals shall be abandoned at the property line. 48.Prior to the issuance of building permits, the driveway shall be installed per City Standards and the maximum width of the approach bottom shall not exceed 32 feet in width. Fire Department 49.The new residence and accessory dwelling unit shall be protected by a fire sprinkler system. 50.The dock shall be protected by a standpipe system per Guideline F.01 (Marinas, Wharfs, and Piers). 51.A three-foot-wide fire department accessway shall be provided from the street to the rear of the property and the dock. 25 Attachment No. ZA 2 Vicinity Map 26 VICINITY MAP Lot Merger and Coastal Development Permit (PA2022-0204) 921 and 925 Via Lido Soud 921 and 925 Via Lido Soud (project site to be merged) 27 Attachment No. ZA 3 Lot Merger Exhibits 28 29 30 31 32 33 Attachment No. ZA 4 Project Plans 34 LOT 320LOT 31710'-0"4'-0"4'-0"4'-0"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,A-0.0COVER SHEETAS SHOWNPRIVATE RESIDENCE921-925 Via Lido SoudNewport Beach, CA. 92663 A-0.0 COVER SHEETPROJECT INFORMATIONARCHITECT SINCLAIR ASSOCIATES ARCHITECTS A.I.A.BLUE JAY VILLAGE STUDIO,P.O. BOX 3251-92317BLUE JAY, CA. 92317PHONE:FAX:EMAIL: RSINCLAIR@SINCLAIRARC.COMCONSULTANT LIST310.824.9420310.824.9430OWNER925 VIA LIDO SOUD, LLC520 NEWPORT CENTER DRIVE SUITE 600NEWPORT BEACH, CA. 92660PHONE:VICINITY MAPSUBJECTPROPERTYA-2.1SOLAR PANELS LOCATION PLAN - 1/4" : 1'-0" SCALEAREA CALCULATIONS - 1/8" : 1'-0" SCALEA-2.01SITE PLAN - 1/8" : 1'-0" SCALEA-1.1A-2.3 SECOND FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALEFIRST FLOOR DIMENSION PLAN - 1/4" : 1'-0" SCALEAPNLOT SIZELOT 15- 4,640 SQ FT 925 VIA LIDO SOUDLOT 16- 4,395 SQ.FT. 921 VIA LIDO SOUDLEGAL EDSCRIPTIONTHE LAND REFERRED TO HEREIN BELOW ISSITUATED IN THE CITY OF NEWPORT BEACH, INTHE COUNTY OF ORANGE, STATE OFCALIFORNIA, AND IS DESCRIBED AS FOLLOWS:LOTS 318 & 319 OF TRACT NO. 907, IN THE CITYOF NEWPORT BEACH, COUNTY OF ORANGE,STATE OF CALIFORNIA, AS PER MAP RECORDEDIN BOOK 28, PAGES 25 TO 36 INCLUSIVE, OFMISCELLANEOUS MAPS, IN THE OFFICE OF THECOUNTY RECORDER OF SAID COUNTY.COMMUNITY ASSOCIATIONNEW PORT BEACH PLANNING GUIDELINESBUILDING SETBACKSOCEANSIDE SETBACK10'-0"SIDE SETBACK4'-0"FRONT SETBACK4'-0"REVIEWING AGENCIESCITY OF NEWPORT BEACH PLANNINGDEPARTMENT CALIFORNIA COASTALCOMMISSION COASTAL PLAN FOR SEAWALLS.LIDO ISLAND ASSOCIATIONCIVIL /SURVEYORSOILS ENGINEERSTRUCTURALFORKERT ENGINEERING & SURVEYING, INC.22311 BROOKHURST ST, STE 203HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: TOMR@FORKERTENGINEERING.COM714.963.6793714.963.7296SHAH ENGINEERING GROUP INC26893 BOQUET CANYON ROAD, #C427SAUGUS, CA 91350PHONE:FAX:EMAIL: KAMAL@SHAH-ENGINEERING.COM661.702.8300661.702.8400949.789.7221949.789.7222HERITAGE ENERGY GROUP470 WALDIRVINE, CA 92618PHONE:FAX:EMAIL: RUDY@HERITAGEENERGYGROUP.COMEGA CONSULTANTS, LLC375-C MONTE VISTA AVENUECOSTA MESA, CA 92627PHONE:FAX:EMAIL: WORTHY10@AOL.COMAUGUST 31, 2016PROJECT NO. RL973.1949.642.9309949.642.1290LANDSCAPEARCHITECTSURVEYORAPEX LAND SURVEYING, INC.HUNTINGTON BEACH, CA 92646PHONE:FAX:EMAIL: APEXLSINC@GMAIL.COM714.488.5006714.333.4440TITLE-24CONSULTANTMATERIAL AND FINISH INDEXA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL:5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .- THERE ARE A FEW CONCEALED DOWNSPOUTS AND LEADER HEADS FROM THE FLATROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR: KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS, ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTE INSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSMANUFACTURER: T.B.D.HARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR: FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.CIVILINTERIORDESIGNERSEA WALLENGINEERPMA CONSULTING, INC.28161 CASITAS CT.,LAGUNA NIGUEL, CA 92677PHONE:FAX:EMAIL: CONSULTING@PMA-BG.COM714.717.7542SQUARE FOOT TABULATIONEXISTING SURVEYA-1.0A-2.2ARCHITECTURALPROJECT DESCRIPTION: LOT MERGER WITH SFR & ADUDEMOLITION OF EXISTING HOUSE SFR & GUEST HOUSEPROPOSED 7,831.26 SQ FT SINGLE FAMILY RESIDENCE WITH FOUR CAR GARAGEAT 1,143.25 SQ FT AND MECHANICAL STORAGE AT 25.53 SQ FT UNCONDITIONEDSPACES WITH 1 BEDROOM ATTACHED 599.15 SQ FT ACCESSORY DWELLINGUNIT (ADU)TOTAL SQ FT OF CONSTRUCTION = 8,974.48 SQ FTSITE IMPROVEMENTS:GRADING QUANTITIES: NEW 5’-0” PERIMETER FENCE.FULL LANDSCAPE PLANS WITH SPA AND POOL.GLASS RAILING AT SEAWALL.REPLACE DOCK. UNDER SEPARATE PERMIT.MECHANICALGREGORY DESIGN4 SHETLAND,TRABUCO CANYON, CA 92679PHONE:FAX:EMAIL: CAITLIN@GREGORY-DESIGN.COM949.888.9511ZONER-1SETBACK MAP NO.COASTAL ZONECITY FORMSDEFERRED SUBMITTALSDEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT ORENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FORPLAN CHECK OR APPROVAL BY THE CITY.A. A LICENSED SURVEYOR SHALL COMPLETE A FEMA ELEVATIONCERTIFICATE (EC) AND SUBMIT THE EC FOR REVIEW ANDAPPROVAL FROM THE CITY’S COMMUNITY RATING SYSTEM (CRS)COORDINATOR PRIOR TO REQUESTING FINAL INSPECTION.B. AN APPROVED EC MUST BE SUBMITTED TO THE BUILDINGDEPARTMENT INSPECTOR DURING FINAL INSPECTION.C. ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICINGTHE BUILDING (INCLUDING DUCTS) MUST BE AT LEAST ONE FOOTABOVE THE BFE (NAVD88).USE:SFD WITH ATTACHED ADU# OF STORIES:TWOOCCUPANCY:R-3/UCONSTRUCTION TYPE:VBFIRE SPRINKLERS:NFPA 13.D SYSTEMDEFERRED ITEMS:DOCK TO BE RAISED TO 10.90 NAVD 88 WITH NEW IPE DECKING ANDGLASS RAILINGS.ELECTRICAL & PLUMBING UPGRADED TO DOCK.ELECTRICALDEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECTOR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL FORPLAN CHECK OR APPROVAL BY THE CITY.A. HYDRONIC HEATING IN-FLOORB. FIRE SPRINKLER NFPA 13D SYSTEMC. PV SOLAR WITH MINIMUM 5.07 KW DCD. SOUND ATTENUATION DESIGN FOR HVACE. DOCK TO BE RAISED TO 10.90 NAVD 88 WITH NEW IPE DECKINGAND GLASS RAILINGS.F. ELECTRICAL & PLUMBING UPGRADED TO DOCK.G. MASONRY PERIMETER WALL.H. ELEC. / PLUMBING FOR EXTERIOR IMPROVEMENTS DETACHEDFROM HOUSE BBQ., WALL FOUNTAIN & FIRE FEATURE.I. SPANEWPORT BEACH FLOOR AREA CALCULATION15% OF THE BUILDING AREA OF THE LOT IN ADDITION TO THEREQUIRED SETBACK AREASREQUIRED: 0.15 x BUILDABLE AREA: 961.26 SQ. FT. x 2 = 1,922.52 S.F.OPEN VOLUME AREA REQUIRED (20.48.180.A.3)xOPEN VOLUME MUST BE LOCATED WITHIN THE BUBBLE ENVELOPE(WITHIN THE SETBACK; UNDER 24 FEET)xOPEN VOLUME MUST HAVE A MINIMUM DIMENSION OF 5 FEET INDEPTH FROM THE SETBACK LINE ON WHICH IT IS LOCATED.xOPEN VOLUME MUST BE OPEN ON A MINIMUM OF ONE SIDE ANDHAVE MINIMUM CLEAR DIMENSION OF 7.5 FEET.OPEN VOLUME AREA CALCULATIONBUILDABLE AREA 6,408.40 x .015 = 961.26 SQ. FT.2,529.02 PROPOSED OPEN SPACE > 961.26 SQ. FT.xCALCULATION INCLUDES EXTERIOR WALLS, STAIRWAY(S) ONFIRST LEVEL OF OCCURENCE, ENCLOSED SPACES (FINISHED ORUNFINISHED) WITH A CEILING HEIGHT OF 6 FT OR GREATER,DAYLIGHTING BASEMENTS, AND ENCLOSED PARKING (INCLUDINGSUBTERRANEAN)xCALCULATION DOES NOT INCLUDE SUBTERRANEAN BASEMENTS.xCOVERED PATIOS MUST BE OPEN ON ONE SIDE ON 1ST FLOOR &OPEN ON AT LEAST TWO SIDES ABOVE FIRST FLOOR, OTHERWISEAREA SHALL BE INCLUDED AS FLOOR AREA.xREQUIRED OPENINGS FOR COVERED PATIOS MAY INCLUDEREQUIRED SAFETY RAILINGS & MINIMAL STRUCTURAL SUPPORTS.RAILINGS SHALL BE CONSTRUCTED OF TRANSPARENT MATERIALOR OPAQUE MATERIAL THAT IS AT LEAST 40% OPEN.BUILDABLE AREAAREA WITHIN ALL SETBACKSFLOOR AREA LIMITATION6,408.40 S.F. X 1.7 = 10,894.00 S.F.6,408.40 S.F.SHEET INDEX714.321.2050LIDO ISLAND ASSOCIATIONLIDO HOA HEIGHT MORE RESTRICTIVE THAN NBPLANNINGBUILDABLE SQ.FT. AREA:INSIDE SETBACKSLOT 15- -925 VIA LIDO SOUD 3,306.6 SQ FT.LOT 16- -921 VIA LIDO SOUD 3,101.8 SQ.FT.MAXIMUMBUILDABLE SQ.FT.GARAGE INCLUDED IN THE CALCULATIONSEPARATE LOTSLOT 15- -925 VIA LIDO SOUD 3,306.6 x 1.7 =5,621.22 SQ FT.LOT 16- -921 VIA LIDO SOUD 3,101.8 x 1.7 =5,273.06 SQ.FT.TOTAL MAXIMUM AREA SQ. FT. 10,894.28 SQ. FT.CITY OF NB ALLOWS A FACTOR OF 2 BUT LIDO ISLECOMMUNITY ASSOCIATION IS ORE RESTRICTIVE AT1.7 PENDING OPEN SPACE AT STREET.DECK OPEN ON TWO SIDES (50% OPEN) DOES NOTCOUNT AS SQUARE FOOTAGE WITH REGARD TO MAXSQ.FT.ROOF LIMITATIONS:LICA REGULATED ROOF MATERIAL ALLOWED:STANDING SEAM COPPER ROOFS ALLOWED.LICA REGULATED ROOF DECKS AND/OR FLAT ROOFLIVING PORCH AREA NOT TO EXCEED 25% OF PLANVIEW.BASE HEIGHT ZONEBUILDING HEIGHT:OPEN VOLUMN AREALICA OVERRIDES CITY OF NB HEIGHTSTANDARDS. LICA MEASURES HEIGHT FROMMEAN CURB HEIGHT ALONG STREET. MAXIMUMHEIGHT 24’-0” WITH ROOF AVERAGE MAXIMUMOF 22’-0”CAR REQUIREMENTS:SFR OVER 4,000 S.F. REQUIRES - 3 CAR GARAGEADU REQUIRES - 1 CAR.LIDO ISLE COMMUNITYASSOCIATION:REVIEWING ARCHITECT: ZACHARY SHAMNB PLANNERS:PLANNER LIZ WESTMORELAND423-281-15 & 423-281-16TOTAL6,408.4 SQ.FT.15% OF BUILDABLE AREA OF PROPERTY OF LOT.EXTERIOR ELEVATIONS - 1/4" : 1'-0" SCALEA-3.1EXTERIOR ELEVATIONS - 1/4" : 1'-0" SCALEA-3.2BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.1BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.21ST FLOOR REFLECTED CEILING PLAN - 1/4" : 1'-0" SCALEA-5.12ND FLOOR REFLECTED CEILING PLAN - 1/4" : 1'-0" SCALEA-5.2CONDITIONED SPACE1ST FLOOR3,012.55 S.F.2ND FLOOR 4,219.56 S.F.GRAND TOTAL 9,727.58 S.F.MAIN RESIDENCE SQ. FT. TABULATIONTOTAL CONDITIONED SPACE 7,831.26 S.F.GARAGE / MECHANICAL 1,143.25 S.F.COVERED AREA < 50% OPEN 537.40 S.F.TOTAL AREA768.40 S.F.A.D.U. 1ST FLOOR599.15 S.F.MAXIMUM ALLOWED AREA 10,894.28 S.F.VOLUME SPACE231.00 S.F.SUB-TOTAL CONSTRUCTION AREA 8,974.48 S.F.BUILDING SECTIONS - 1/4" : 1'-0" SCALEA-4.3DOOR SCHEDULEA-6.1WINDOW SCHEDULEA-6.2A-2.4A-2.5A-2.6SECOND FLOOR KEY PLAN - 1/4" : 1'-0" SCALEFIRST FLOOR KEY PLAN - 1/4" : 1'-0" SCALEROOF PLAN - 1/4" : 1'-0" SCALESKYLIGHT SCHEDULEA-6.3NOVEMBER 10, 2022D-1 DEMOLITION PLANSURVEYOREPT DESIGN234 N. EL MOLINO AVENUE, SUITE 100PASADENA, CA 91101PHONE:FAX:EMAIL: NERIKSSON@EPTDESIGN.COM626.795.2008626.437.3734PRECISE GRADING PLANC-2EROSION CONTROL PLANC-4SOILS REPORT RECOMMENDATIONLOT MERGER SETLM-1A-0.1COASTAL DEVELOPMENT PERMIT CORRECTED SETA-0.2GENERAL NOTESA-0.3GENERAL NOTESA-0.4SPECIFICATIONSA-0.5RESIDENTIAL MINIMUM CONSTRUCTION REQTS.CALGREEN MIN. REQUIREMENTS PLAN CHECK NOTESLANDSCAPECONSTRUCTION PLANL1.01PLANTING PLANL3.01COMBINED LOTS ( SEE DIAGRAM )MERGED LOTSTOTAL BUILDABLE AREA6,408.4 SQ.FT.COMBINED LOTS TOTAL MAXIMUM AREA SQ. FT.TOTAL BUILDABLE AREA = 6,408.4 x 1.7 = 10,894 SQ. FT.BUILDABLE LOT DIAGRAM - COMBINED LOTSTITLE SHEETC-1SECTIONSC-3C-535 42334154SINGLE FAMILY RESIDENCEGUEST HOUSEDEMOLITION PLAN1/4" = 1'-0"1SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,D-1DEMOLITION PLAN1/8" = 1'-0"0.74' MEAN LOW TIDE LINE;PER LA NOAA TIDESTATION DATUMVERIFY WITH GENERAL CONTRACTOR& PMA CONSULTANTS ALL CONDITIONSWITH SEAWALL DEADMAN.DEMOLISH ALL TREES.DEMOLISH SFR AND GUEST HOUSE.DEMOLISH ALL HARDSCAPEEXISTING BULKHEAD TO REMAIN ANDPROTECTED.DEMO (2) EXISTING DOCKS.1DEMO NOTES:LEGEND:AREAS TO BEDEMOLISHED23456DOCK 1DOCK 236 SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,EXISTING SURVEY1/8" = 1'-0"1A-1.0EXISTING SURVEY1/8" = 1'-0"0.74' MEAN LOW TIDE LINE;PER LA NOAA TIDE STATION DATUM37 LOT 320LOT 317F.P.321GOLF CART4'-0"SETBACK4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0"REQUIRED SETBACK4'-0" REQD.SETBACKEQ.EQ.BENCHADUCLOSET-LCLCLCLCLCLCCENTER F.P. IN WALL2'-6"2'-0"12"12"EQ.EQ.4'-0"RPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.GREAT ROOM-DINING-STACK WASHER& DR Y E R LAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"12"16"16"WH42"x24" ELEV.EQUIP.12"ELEV.FGEDCBA1234512345FGEDCBA6" CMU WALL CONC.FENCE WALL W/ PTD.BRICK VENEER (5'-0" MIN. -6'-0" MAX HIGH)EXISTING BULKHEAD@ 113.50 NAVD88ACROSS PROPERTY(E) PIERS(E) PIERSEXTENDED PROPERTY LINESEXTENDED PROPER T Y L I N E SPOWER PEDESTAL 2-30APOWER PEDESTAL 2-50APROPOSED NEW DOCKPROPOSEDNEW GANGWAYPROPOSED NEW PIERAND PLATFORM85'-1 1/2"12'-1 3/4"21'-0"37'-4"21'-0"5'-9 1/2"19'-0"4'-0"33'-10"2'-0"20'-0"2'-0"4'-3 1/2"4'-5"22'-5 1/2"8'-8"22'-8"11'-0"17'-4"6'-2"9'-3 3/4"65'-10"0'-7 1/2"0'-11 1/2"7'-8 1/2"2'-2"7'-0"37'-0"37'-0"57'-6"21'-0"37'-4"21'-0"3'-0 3/4"2'-8 3/4"13'-6"85'-1 1/2"12'-1 3/4"6'-0"83'-1"9'-3 3/4"6'-2"17'-4"11'-0"22'-8"8'-8"7'-11 1/4"1'-6 1/4"6'-5"8'-8"6'-6"16'-2"5'-9"5'-3"11'-4"6'-0"6'-2"0'-10"RETRACTABLEUMBRELLA AWNINGEXISTING DOCK 2EXISTING DOCK 116'-0" 27'-0"5'-0"5'-6"13'-0"PEDESTALS WITH RAILLIGHTS (1'-6" HIGH)78'-0"10'-0"36'-0"4'-0"P20P72P23P34POWER PEDESTAL 2-50APOWER PEDESTAL 2-30APROJECT LINEPIERHEAD LINE12'-0"26'-0"25'-0"13'-0"DOCK BOX, TYP.PERSONAL WATERCRAFT,TYP.PROPOSED DOCKPROPOSED PIER1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A4.11A4.12A4.1BULKHEAD@ 13.50' NAVD884'-5 1/4"4'-11 1/4"OUTDOOR KITCHEN W/STONE COUNTERFRAMELESS GLASS POOLENCLOSURE FENCE (5'-0" MIN.)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)14.0 TOC17.5 TR18.5 TW(18.5 TW)(15.32 T W)20.5 TF14.0 FS18.5 TF(13.49 FS)(16.66 TW)(17.0 FS)(E) STONE CLAD PLANTERWALL (NEIGHBORING LOT)13.3 FG3'-0"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SITE PLAN1/8" = 1'-0"1A-1.1SITE PLAN1/8" = 1'-0"GENERAL GRADING REQUIREMENTS' DEPARTMENT OF BUILDING AND SAFETY IS MADE PARTOF THIS PLAN.GEOLOGIC AND SOILS REPORT PREPARED BY COAST GEOTECHNICAL INC. (W.O. 393110-01,DATED JANUARY 28, 2010) AND ALL ADDENDUM THERETO IS MADE PART OF THIS PLAN.RECOMMENDATIONS IN THE ABOVE STATED REPORTS TO BE STRICTLY FOLLOWED.ALL FOOTINGS SHALL BE FOUNDED INTO NATURAL UNDISTURBED SOIL OR FOUNDED INTOCERTIFIED RECOMPACTED FILL PER COUNTY OF ORANGE SPECIFICATIONS. COUNTYINSPECTION APPROVALS AND CERTIFICATION REQUIRED. LICENSED SOILS ENGINEER TOINSPECT AND CERTIFY RECOMPACTION AS RECOMMENDED BY ABOVE STATED GEOLOGICAND SOILS REPORTS.COASTAL COMMISSION APPROVAL LETTER AND ALL ADDENDUM THERETO SHALL BE PARTOF THIS PLAN.CITY GRADING PRE-INSPECTION REPORT PLAN TAG SHALL BE PART OF THE PLAN.ALL CONCENTRATED DRAINAGE INCLUDING ROOF WATER SHALL BE CONDUCTED AT ASLOPE OF 2% MINIMUM.-SEE PRECISE GRADING PLAN.NOT USED.NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIREDTO DESCEND, OR, OBTAIN NECESSARY PERMIT FROM THE STATE OF CALIFORNIA DIVISIONOF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. (HSC17922.5 EFF. 3-6-76).THE CONSTRUCTION OR DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING ORFALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT FROM THESTATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF ABUILDING PERMIT. (HSC 17922.5, EFFECTIVE 3-6-76).A SEPARATE SET OF LANDSCAPE & CIVIL DRAWINGS WILL COMPLETE THIS ARCHITECTURALPLAN, INCLUDING INFORMATION ON POOL/SPA, GRADING, DRAINAGE, RETAINING WALLS,HARDSCAPE, PLANTING MATERIAL, LIGHTING AND IRRIGATION.CONTRACTOR TO INFORM ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL,LANDSCAPE AND CIVIL DRAWINGS.ALL GRADES SHALL SLOPE 2% MINIMUM AWAY FROM BUILDING AND BE A MINIMUM OF 6"BELOW WOOD SILL PLATE AT PERIMETER OF BUILDING. SEE GRADING PLAN FORADDITIONAL INFORMATION.FOR GRADES SPECIFIED TO BE LESS THAN 6" FROM WOOD SILL PLATES AND FOR AREASWHERE CONCRETE PAVING IS ADJACENT TO BUILDING, SILL PLATES SHALL BE PROTECTEDWITH A CONTINUOUS STRIP OF W.R. GRACE 4000 BITUTHENE WATERPROOFING MEMBRANECOVERED WITH GALVANIZED SHEET METAL FLASHING, BOTH PROJECTING 6" BELOW WOODSILL PLATE AND 6" ABOVE GRADE. WIDTH OF WATERPROOFING WILL VARY ACCORDING TOGRADE ELEVATION.A LICENSED SURVEYOR OR CIVIL ENGINEER SHALL LAY OUT STRUCTURES ON THE SITE ANDSHALL PROVIDE A CERTIFIED PLAN INDICATING THAT THE STRUCTURES ARE LOCATED INACCORDANCE WITH THE APPROVED PLANS. THE SAME SURVEYOR OR ENGINEER SHALLALSO CERTIFY ALL RIDGE HEIGHTS PRIOR TO SETTING RIDGE BEAMS AND LAYING OUT ROOFRAFTERS. SEE ROOF PLAN FOR MORE INFORMATION.THE BUILDING PERMIT APPLICATION IS FOR THE DEFINED SCOPE OF WORK AS OUTLINED ONTHIS SHEET ONLY. THIS PERMIT APPLICATION DOES NOT INCLUDE LANDSCAPE ELEMENTS,HARDSCAPE, POOL/SPA/FOUNTAINTHIS PERMIT APPLICATION DOES NOT INCLUDE MECHANICAL, PLUMBING AND ELECTRICALPERMITS.THE OWNER'S REPRESENTATIVE WILL PROCESS PLANS THROUGH PLAN CHECK REVIEW FORTHE BUILDING PERMIT ONLY. CONTRACTOR WILL BE RESPONSIBLE TO SIGN AND OBTAIN THEBUILDING PERMIT ON BEHALF OF THE OWNER.CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL OTHER PERMITS, INCLUDING ELECTRICAL,MECHANICAL, PLUMBING AND LANDSCAPE PERMITS. ANY APPLICATION FORMS OR DRAWINGSREQUIRED FOR SAID PERMITS WILL BE PREPARED BY THE SUBCONTRACTOR ANDREMUNERATION SHALL BE INCLUDED IN BID.INSPECTION REQUIRED FOR SPA EQUIPMENT LOCATION AND SET UP POOL UNDERSEPARATE PERMIT.THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A CERTIFICATE ONTHE SITE FOR THE GRADING INSPECTOR. THE GRADING INSPECTOR IS TO BE NOTIFIEDBEFORE ANY GRADING BEGINS AND FOR BOTTOM INSPECTION, BEFORE FILL IS PLACED.FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING INSPECTOR.GENERAL SURVEY NOTE: THE EXTERIOR BOUNDARY SHOWN HERE WAS OBTAINED FROM THERECORDED DATA OR PHYSICAL SURVEYS BY OTHERS. THE INFORMATION SHOWN HEREON ISNOT TO BE CONSTRUED AS A TRACT MAP, RECORD OF SURVEY OR RECORD ABLE DOCUMENT.THE DATA PRESENTED IS FOR CONSTRUCTION STAKING AND MUST BE CHECKED AGAINSTLEGAL SURVEYS BEFORE PROCEEDING WITH GRADING OR CONSTRUCTION.ALL TOPOGRAPHICAL INFORMATION SHOWN HEREON WAS OBTAINED FROM SURVEYS BYOTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL CONTOURS ANDESTABLISHING DRAINAGE PATTERNS PRIOR TO COMMENCING GRADING OR CONSTRUCTION.DURING CONSTRUCTION OF THE STRUCTURE LOT DRAINAGE MUST BE MAINTAINED. IT ISSUGGESTED THAT AFTER THE FOUNDATIONS ARE POURED AND THE UTILITY TRENCHCOMPLETED, THE DRAINAGE PROVISIONS, INCLUDING BERMS, BE RESTORED TO DRAINTOWARD STREET, OR OTHER APPROVED DRAINAGE DEVICES. NO RUNOFF SHALL BEDISCHARGED OVER ANY SLOPE DIRECTED ONTO ADJACENT PROPERTIES. THIS SHOULD BEDONE BEFORE THE LUMBER FOR FRAMING IS PLACED ON THE LOT.ALL ROOF DRAINAGE TO BE TAKEN TO THE STREET OR OTHER APPROVED DRAINAGE PATHVIA NON-EROSIVE DEVICES; SEE CIVIL DRAWINGS FOR MORE INFORMATION.EDISON COMPANY APPROVAL IS REQUIRED METER LOCATION PRIOR TO INSTALLATION.IN THE EVENT EXCAVATION REVEAL UNFAVORABLE CONDITIONS, THE SERVICES OF THESOILS ENGINEER AND OR GEOLOGIST MAY BE REQUIRED.LOCATE A/C COMPRESSOR PADS PER MECHANICAL PLAN. VERIFY REQUIREMENTS WITH LOCALGOVERNING AGENCIES PRIOR TO COMMENCING ANY CONSTRUCTION. COMPRESSORS MUSTBE SCREENED FROM VIEW. SCREENING SHALL BE DESIGNED BY THE LANDSCAPE ARCHITECT.ANY DOORS LEADING DIRECTLY TO SPA AREA WITHOUT AN APPROVED POOLENCLOSURE; AN ALARM SYSTEM SHALL BE INSTALLED PER THE REQUIREMENTS OF THECITY OF NEWPORT BEACH.PLANS FOR SINGLE FAMILY DWELLINGS AND DUPLEXES ARE NOT CHECKED FORPLUMBING,MECHANICAL AND ELECTRICAL CODE COMPLIANCE. THESE FIELDS ARE SUBJECTTO FIELD INSPECTION.SEPARATE PERMIT IS REQUIRED FOR EACH BUILDING OR STRUCTURE, SEE COVER SHEETFOR A LIST OF SPECIFIC ITEMS REQUIRING SEPARATE PERMITS.PROVIDE HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROM STREET.ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONSOVER 50% PER NBMC 15.43.015.AN APPROVED ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL WORK ACTIVITIESWITHIN THE PUBLIC RIGHT-OF-WAY AS NEEDED.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5'-0" AND FOR SHORINGAND UNDER PINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.FIELD INSPECTIONS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENTSCONCRETE PLACEMENT.NOT USED.NOT USED.PROVIDE SAND BAGS AT PROPERTY LINES FOR EROSION CONTROL PER THE CITY OFNEWPORT BEACHALL FENCE WALL CAPS SHALL BE LOCATED WITHIN THE PROPERTY LINE.A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5 FEET AND FORSHORING AND UNDERPINNING.PROVIDE A PROJECT INFORMATION SIGN FOR PROJECTS REQUIRING FENCING (NEWSTRUCTURE OR ADDITION AND REMODEL TO AN EXISTING STRUCTURE WITH A COMBINEDFLOOR AREA EXCEEDING SEVENTY-FIVE (75) PERCENT OF THE FLOOR AREA OF THEPROPOSED STRUCTURE) IN DESIGNATED “HIGH DENSITY AREAS”. PROJECT SIGN SHALLCOMPLY WITH NBMC SECTION 15.60.030WATER QUALITY BEST MANAGEMENT PRACTICESPLANTING AREAS AND VINE POCKETS INCORPORATED INTO THEHARDSCAPE PAVING DRAINS TO LANDSCAPE WHEREVER POSSIBLE.SURFACE DRAINAGE DIRECTED INTO LANDSCAPE AREAS ON PROPERTY TORETAIN SIGNIFICANT AMOUNTS OF WATER RUN OFF ON SITE.ROOF GUTTERS TO TIE INTO DRAINAGE SYSTEM, DAYLIGHT, OR FLOW INTOLANDSCAPED AREAS WHERE POSSIBLE.USE OF LOW WATER CONSUMPTION PLANTS AND PROPER IRRIGATIONTECHNIQUES AND TAKING INTO CONSIDERATION SUN/SHADE EXPOSURE TOPROPERLY LOCATE AND GROUP PLANTS TO AVOID OVERWATERING ANDIRRIGATION RUN OFF.HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINESOF DEBRIS.CATCH BASINS WITH GRAVEL FILLED BOTTOMS INCORPORATED INTODRAINAGE SYSTEM TO PROVIDE FILTRATION OF RUN OFF PRIOR TODISCHARGE INTO BAY.FIREPLACES AND BBQSFIREPLACES AND BBQS THAT ORIGINATE FROM THE EXTERIOR OF ARESIDENCE ARE NOT ALLOWED TO EXCEED A HEIGHT OF 24 FEET ABOVETHE 9.00 ELEVATION. IF A FIREPLACE ORIGINATES WITHIN THE RESIDENCE,IT CAN ONLY BE AS TALL AS THE BUILDING DEPARTMENT REQUIRES FORABSOLUTE MINIMUM REQUIRED DRAW PLUS, AN ADDITIONAL 2 FEET INHEIGHT FOR CHIMNEY CAP AND SPARK ARRESTOR.THE ZONING CODEALLOWANCE IS LIMITED TO 2 FEET IN WIDTH AND 4 FEET IN DEPTH. BBQ ANDFUTURE FIRE PIT SHALL NOT BE INSTALLED UNDER COMBUSTIBLECONSTRICTION AND MUST BE INSTALLED PER MANUFACTURE INSTALLATIONINSTRUCTIONS THAT BEARS THE LISTING AGENCY'S LOGO.WATER METER & SERVICECONTRACTOR TO VERIFY IF THE EXISTING SERVICE IS SUFFICIENT TOSERVE PROPOSED RESIDENCE. IF SUFFICIENT IN SIZE; CONTRACTOR TOPROTECT IN PLACE. IF IN-SUFFICIENT, CONTRACTOR TO SUPPLYAPPROPRIATE CITY STANDARD FOR NEW METER AND SERVICES. ALLABANDONED WATER SERVICES SHALL BE CAPPED AT MAIN.PEDESTRIAN PROTECTION- FOR PEDESTRIAN PROTECTION; A CONSTRUCTION FENCE IS REQUIREDAROUND THE PERIMETER OF THE PROPERTY AT 72" TO 84" HIGH.- WHEN REQUIRED, A FENCE BARRIER AND WALKWAY COVER IS TO BECONSTRUCTED PER CBC 3306.5-7. SEE TABLE ON SHEET A0.0 FOR FURTHERINFORMATION.EROSION & SILTATION CONTROL- PROVIDE 2 LAYERS OF SANDBAGS AT PROPERTY LINE FOR EROSIONCONTROL AS SHOWN PER THE CITY OF NEWPORT BEACH; TYP.- CONTRACTOR TO INSTALL SILT FENCING AT PERIMETER OF PROPERTY INCONJUNCTION WITH CONSTRUCTION FENCE. SILT FENCE ALLOWS WATERTO PASS THROUGH LEAVING SEDIMENT TRAPPED AND RETAINED.CONTRACTOR TO KEEP CLEAN DURING WET SEASON.PUBLIC WORKS REQUIREMENTSA PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTIONIS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CANBE ISSUED. AT THE TIME OF PUBLIC WORKS INSPECTION, IF ANY OFTHE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE ISDAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, ANDALLEY/STREET PAVEMENT WILL BE REQUIRED AND 100% PAID BYTHE OWNER. SAID DETERMINATION AND THE EXTENT OF THE REPAIRWORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKSINSPECTOR.A PUBLIC WORKS APPROVED ENCROACHMENT PERMIT IS REQUIREDFOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY.A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY.NOTE: NO PERSON SHALL DEVELOP STRUCTURE INCLUDING, BUT NOT LIMITED TO,A PRINCIPAL STRUCTURE ACROSS A LOT LINE PER SECTION 19.04.035(DEVELOPMENT ACROSS PROPERTY LINES) OF THE SUBDIVISION CODE.PLEASE APPLY FOR A PARCEL MAP, LOT MERGER, LOT LINE ADJUSTMENT,OR CERTIFICATE OF COMPLIANCE TO ADDRESS UNDERLYING LEGAL LOTLINES. SEE NOTE ON SITE PLAN. EASEMENT IS PRIVATE.SETBACK DIMENSIONS**SETBACK DIMENSIONS SHOWN FROM FACE OF THEFOUNDATION TO PROPERTY LINE TO BE THE ZONING SETBACKPLUS THE EXTERIOR BUILDING MATERIAL THICKNESS.**SITE PLAN NOTESA D U4 CAR GARAGEMSINGLE FAMILYRESIDENCEDOCK & PIER AREA -1,579.00 SQ.FT.NOTE: REMOVED TWO EXISTING DOCKS & REPLACEWITH ONE NEW DOCK WITH LESS SQ.FOOTAGE OF THE REMOVED DOCKS TOTAL.DOCK WORK -Dock work will require separate review and approval by CoastalCommission. An AIC (Approval in Concept) must be submitted to the City followingdiscretionary approval of the CDP/Lot Merger to begin this separate review process.POOL ENCLOSURE BARRIER NOTES:1. EVERY POOL AND/ OR SPA SHALL BE ENCLOSED BY A BARRIER.2. POOL BARRIER SHALL COMPLY WITH THE FOLLOWING:A) 5 ft or greater height above grade, measured from outside of the pool area.B) Minimum 45 inches spacing of horizontal members when placed on the outside of the fence.C) Maximum 4 inch spacing of vertical members.D) Decorative cutouts shall not exceed 1.75 inches wide.E) Maximum 2 inch vertical clearance between the bottom of the fence and ground.F) Maximum 1.75 inch square chain link mesh, unless provided with slats fastened at the top and bottom which reduce the openings to 1.75 inches or less.G) Diagonal members shall form openings of 1.75 inches or less.H) Gates shall have self-closing, and self-latching mechanisms. Latch mechanism shall be at least 60 inches above the ground. I) All gates shall swing out of the pool area in the direction leading to a public way.38 LOT 320LOT 317LCLCLCLCLCLCLCLCLCLCLCUNCONDITIONED SPACECOVERED LOGGIA4-CAR GARAGED(COVERED AREA < 50% OPEN)JCOVERED AREA(LESS THAN 50% OPEN)21'-6"EAFGHKBC31'-2"11'-0"22'-8"17'-9"31'-4"12'-9"37'-4"22'-8"8'-8"O7'-4"13'-2"LMPQ6'-2"RI13'-6"N4'-11"14'-012"8'-8"6'-1112"21'-0"LOT 320LCLCLCLCCLCLCLLCLCLCLCSLOPESLOPE213LCSLOPE10'-1"EFAPLHM22'-8"N24'-2"19'-0"6'-412"13'-814"G26'-6"K7'-6"21'-9"22'-8"17'-7"I11'-0"24'-4"13'-2"19'-0"7'-8"B12'-0"15'-0"6'-10"C17'-4"13'-6"7'-8"6'-9"17'-0"24'-1014"21'-3"DAA30'-712"25'-2"6'-3"JO11'-0"22'-8"FIRST FLOORCELL X-DIM (f) Y-DIM (f) AREA (sf)A12.7517.75 226.31B6.968.6760.34C14.0431.33 439.87D37.3322.67 846.27E31.1711.00 342.87F--129.76G21.008.67 182.07H21.50022.67 487.41I6.1713.5083.30J--116.56K--97.79TOTAL3,012.55O--1,117.72P--25.53TOTAL1,143.25GARAGE & MECHANICALFIRST FLOOR (A.D.U.)CELL X-DIM (f) Y-DIM (f) AREA (sf)L13.177.3396.54M--439.90N12.754.9262.73TOTAL 599.17SECOND FLOORCELL X-DIM (f) Y-DIM (f) AREA (sf)A13.1721.75 286.45B12.0015.00 180.00C6.836.7546.10D26.5017.00 450.50E21.2524.33 517.01F--245.79G10.0813.50 136.08H19.007.67 145.73I6.3817.58 112.16J13.6822.67 310.13K7.5011.0082.50L30.6224.17 740.09M19.007.67 145.73N24.8522.67 563.35O25.176.25 157.31P--100.63TOTAL4,219.56COVERED AREA < 50% OPENCELL X-DIM (f) Y-DIM (f) AREA (sf)Q--323.55R - - 213.85TOTAL537.40CELL X-DIM (f) Y-DIM (f) AREA (sf)AA17.3311.00190.63SECOND FLOOR190.63TOTAL190.63VOLUME SPACEFIRST FLOOR OPENVOLUME AREACELL X-DIM (f) Y-DIM (f) AREA (sf)A--997.18B--60.22C--72.89D--115.13FIRST FLOOR TOTAL1,245.42ROOF DECK-ROOF DECK-SKYLIGHT2SLOPE1/2":1'-0"1/2":1'-0" SLOPESKYLIGHT1PITCH3:12PITCH5:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH5:12PITCH5:12PITCH8:12PITCH8:12OPEN BELOWELEV 27.72'RIDGEELEV 36.80'T.O. SLATE ROOF RIDGEELEV 36.80'T.O. SLATEROOF RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:121451/4":1'-0" SLOPEPITCH5:12PITCH8:12PITCH8:12PITCH10:12PITCH5:12SLOPE1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH3:12SKYLIGHT3COPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8322314ELEV 27.72'RIDGEROOFACCESSHATCH12345SKYLIGHT9PITCH3:12PITCH3:123:12SLOPE1/2":1'-0"8'-6"8'-6"6'-6"2'-0"7'-8"6'-2"2'-8"7'-9"6'-2"ACDEFBLC LC LCLC CLC LC L LC LCLCLCSLOP E SLOPE213LCSLOPEABCLOT 320LOT 317LCLCLCLCLC LC LC LC LCLCLCB5'-0"CDASECOND FLOOR OPENVOLUME AREACELL X-DIM (f) Y-DIM (f) AREA (sf)A--1,556.00B--115.13C--483.00SECOND FLOOR TOTAL2,154.13ROOF LEGENDSLOPING ROOF > 3:1 SLOPESLOPING ROOF < 3:1 SLOPE4,005.72 S.F. 1,142.64 S.F.ABFLAT ROOF PERCENTAGEB / A + B = 1,142.64 / 4,005.72 + 1,142.64 = 22%ALLOWABLE MAX FLAT ROOF < 3:1 SLOPE = 22%CELL X-DIM (f) Y-DIM (f) AREA (sf)A--89.59B - - 620.42C - - 232.24D - - 168.68E 6.16 2.66 16.39F7.66 2.00 15.32SECOND FLOOR TOTAL1,142.64SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,LEGENDCONDITIONEDUNCONDITIONED SPACEA.D.U. AREACOVERED AREA < 50% OPENOPEN VOLUME AREACONDITIONED SPACE1ST FLOOR3,012.55 S.F.2ND FLOOR 4,219.56 S.F.GRAND TOTAL 9,727.58 S.F.MAIN RESIDENCE SQ. FT. TABULATIONTOTAL CONDITIONED SPACE 7,831.26 S.F.GARAGE / MECHANICAL 1,143.25 S.F.COVERED AREA < 50% OPEN 537.40 S.F.TOTAL AREA768.40 S.F.A.D.U. 1ST FLOOR599.15 S.F.MAXIMUM ALLOWED AREA 10,894.28 S.F.FIRST FLOOR PLAN1/8" = 1'-0"1SECOND FLOOR PLAN1/8" = 1'-0"2OPEN VOLUME AREA1/16" = 1'-0"3A-2.01AREA CALCULATIONSAS SHOWNVOLUME SPACE231.00 S.F.SUB-TOTAL CONSTRUCTION AREA 8,974.48 S.F.ROOF PLAN DIAGRAM1/8" = 1'-0"4NOTE: PORTIONS OF A ROOF MAY BE FLAT FOR USE OF LIVING PORCH AREA ORFOR COMPELLING ARCHITECTURAL REASONS, PROVIDED THAT THE TOTALOF ALL SUCH FLAT AREAS DOES NOT EXCEED TWENTY-FIVE PERCENT (25%)OF THE PLAN VIEW AREA OF THE ROOF, EXCLUDING THE AREAS OFPROJECTING EAVES, AND PROVIDING THAT THE SURFACE COVERINGMATERIALS OF SUCH AREAS ARE APPROVED BY THE ASSOCIATION.SECOND FLOORFIRST FLOOR39 12'-1 3/4"LOT 320LOT 317F.P.321GOLF CART4'-0"SETBACK4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0"REQUIRED SETBACK4'-0" REQD.SETBACKEQ.EQ.BENCHADUCLOSET-LCLCLCLCLCLCCENTER F.P. IN WALL2'-6"2'-0"12"12"EQ.EQ.4'-0"RPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.GREAT ROOM-DINING-STACK WASHER& DRYERLAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"12"16"16"WH42"x24" ELEV.EQUIP.12"ELEV.FGFGEEDDCCBBAA11234523455'-9 1/2"10'-6"10'-6"18'-8"18'-8"17'-0"2'-0"85'-1 1/2"3'-6 1/2"5'-10"5'-9 1/2"21'-0"3'-4 1/2"8'-8"1'-6"9'-0"1'-6"9'-0"2'-8"3'-4 1/2"6'-2"8'-5 3/4"65'-10"4'-4"6'-5"1'-6 1/4"7'-11 1/4"20'-0"4'-5"2'-6"21'-0"37'-4"21'-0"2'-0"0'-6"2'-0"3'-9 1/2"13'-6 1/4"22'-5 1/2"7'-4"4'-4"4'-11 3/4"22'-8"11'-0"17'-4"6'-2"10"65'-10"9'-3 3/4"8'-10 1/2"3'-7 3/4"4'-11"5'-7"6"4'-7"4'-1 1/2"4'-7"1'-8"2'-6"1'-8"3'-11"4'-6 3/4"10"1'-2"5'-0"0'-10"5'-2"5'-7"5'-9"3'-10"6'-8"6"4'-5 1/4"6'-6 3/4"4'-2"1'-0"2'-9"2'-9"1'-0"6'-2 1/2"4"2'-5 1/2"8'-8"3'-9"18'-11"11'-0"11'-4"LCLCLC2'-0 3/4"3'-0 1/2"85'-1 1/2"12'-1 3/4"37'-4"21'-0"8"7"11'-10 1/2"1'-2"7"10"1'-6"18'-6 1/2"1'-6"3'-7 1/2"6"3'-11 1/2"1'-10"12"4'-5 1/2"8'-4"3'-2 1/2"3'-6"15'-0"15'-0"2'-10"1'-4"5'-6"9'-0"3'-6"2'-0"12"2'-9"2'-9"2'-0 1/2"2'-9 1/2"2'-9 1/2"2'-7 3/4"3'-3"1'-7 3/4"6"3'-2 3/4"2'-9 1/4"8'-6"4'-0"10"5'-4"7'-2 1/2"7'-9 1/2"7'-9 1/2"7'-2 1/2"12"2'-2"12"12"4'-2"6'-11 1/2"0'-11"5'-6 1/2"1'-7 1/2"5'-5 1/2"2'-9"3'-0 1/2"11"3'-5 1/2"3'-5 1/2"11"2'-8"12'-10 1/2"5'-7"4'-4"4'-0"2'-6"6'-10"12'-7 1/4"7'-8"6'-2"4'-0"6'-2"3'-6"2'-1 1/4"2'-9"0'-5 3/4"3'-0"2'-3 1/2"2'-3 1/2"5'-0"4'-3"3'-0"3'-6"2'-0"2'-0"3'-6"2'-5"1'-8"3'-6"3'-0"2'-10"0'-8"5'-1"4'-3"12"2'-6"2'-6"8'-4"3'-0 1/2"8'-2 1/2"1'-9"4'-4"4'-4"3'-2"6'-2"6'-2"4'-0"6'-8 1/2"0'-11 1/2"3'-4 1/2"3'-4 1/2"0'-11 1/2"12"5'-2"14'-10"2'-6"5'-3"5'-9"5'-4"2'-2 1/2"2'-9 1/2"2'-9 1/2"2'-2 1/2"2'-8"4'-2"2'-8"12"4"7'-0"4"12"12"LC22 7.5ROLLER SHADE57 7.1357 7.13/ASEE SHEET 1 8.1MASONLITE MFP63/A47/49/50 7.11/A47/49/50 7.11/A53 7.1257 7.1338 7.96"0'-4"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.13'-0" WIDEWINDOWS4'-0 3/4"23 7.5SEE SHEET 18.1MASONLITE MFP39SEE SHEET 1 8.1MASONLITE MFP39/ASEE SHEET 1 8.1BRICK FIREPLACE3'-8 1/4"3'-10"2'-6"2'-0"1'-1"12" FOR RIGIDSTEEL FRAMEALIGNOUTDOOR KITCHEN W/STONE COUNTERFRAMELESSGLASS POOLENCLOSUREFENCE (5'-0" MIN.)6" CMU WALL CONC.FENCE WALL W/ PTD.BRICK VENEER (5'-0"MIN. - 6'-0" MAX HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)WOOD POOLENCLOSURE GATE W/PTD. FIN. (6'-0" HIGH)14.0 TO C 17.5 TR18.5 TW(18.5 TW)(15.32 TW)20.5 TF14.0 FS18.5 TF(13.49 FS)(16.66 TW)(17.0 FS)6'-0"13'-11 1/4"4'-11 1/4"4'-5 1/4"3'-8"4'-8"3'-2"7'-4"1'-8"3'-6"SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,A-2.1FIRST FLOOR DIMENSION PLANAS SHOWNFIRST FLOOR DIMENSION PLAN1/4" = 1'-0"1POOL ENCLOSURE BARRIER NOTES:1. EVERY POOL AND/ OR SPA SHALL BE ENCLOSED BY A BARRIER.2. POOL BARRIER SHALL COMPLY WITH THE FOLLOWING:A) 5 ft or greater height above grade, measured from outside of the pool area.B) Minimum 45 inches spacing of horizontal members when placed on the outside of the fence.C) Maximum 4 inch spacing of vertical members.D) Decorative cutouts shall not exceed 1.75 inches wide.E) Maximum 2 inch vertical clearance between the bottom of the fence and ground.F) Maximum 1.75 inch square chain link mesh, unless provided with slats fastened at the top and bottom which reduce the openings to 1.75 inches or less.G) Diagonal members shall form openings of 1.75 inches or less.H) Gates shall have self-closing, and self-latching mechanisms. Latch mechanism shall be at least 60 inches above the ground. I) All gates shall swing out of the pool area in the direction leading to a public way.40 LOT 320F.P.321GOLF CART4'-0"SETBACK4'-0" REQD.SETBACKENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C ER510'-0"REQUIRED SETBACK4'-0" REQD.SETBACKEQ.EQ.BENCHADUCLOSET-LCLCLCLCLCLCCENTER F.P. IN WALL2'-6"2'-0"12"12"EQ.EQ.4'-0"RPANTRYFLCFOOD PANTRYSTO.LCLCLCLCPLATFORM STONE DECKSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'PLATFORM STONE DECKSTEPS INTO POOLPASIDE MOUNTFLUE6" RB B QEQ.EQ.GREAT ROOM-DINING-STACK WASHER& DRYERLAUNDRY SINKHB1HB2HB3HB4HB5HB6HB7PLATFORM STONE DECKL A W NF.G.FC-1FC-3FC-7FC-2PAPAPAPAPAPAPAPAPAPAPAPAPA12"4" WALLS12"16"12"EQ.EQ.12"12"16"16"WH42"x24" ELEV.EQUIP.12"ELEV.FGFGEEDDCCBBAA11234523454'-0" LONGBBQ.E1E24E12E2E4E5E6E7E8E9E10E11E13E14E15E16E25105103104106109107110ABBGHIJE22 7.5ROLLER SHADE57 7.13SEE SHEET 18.1MASONLITE MFP39SEE SHEET 18.1MASONLITE MFP63/A47/49/50 7.11/A47/49/50 7.11/A53 7.1257 7.1338 7.9AAABACADAE1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1AFAG57 7.1323 7.5SEE SHEET 1 8.1MASONLITE MFP39F/ASEE SHEET 1 8.1BRICK FIREPLACE12" FOR RIGIDSTEEL FRAMEALIGNAI102101YSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,A-2.2FIRST FLOOR KEY PLANAS SHOWNFIRST FLOOR KEY PLAN1/4" = 1'-0"11. PROVIDE ALL NECESSARY FUEL GAS SUPPLY LINES WITH SHUTOFF VALVES TO ALL GASFIRED OPERATED APPLIANCES. SEE APPLIANCE SCHEDULE AND PLUMBING PLANS."FIREPLACE MODEL #DV48N/P BY SPARK MODERN FIRES". DIRECT VENT GAS ONLY2. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINES AND CONNECTIONS TO ALLAPPLIANCES AS REQUIRED. SEE APPLIANCE SCHEDULE AND ELECTRICAL POWER PLANS.3. UNDER COUNTER REFRIGERATOR. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINESAND CONNECTIONS AS REQUIRED.4. REFRIGERATOR/FREEZER. PROVIDE PURIFIED COLD WATER SUPPLY LINE TO ICE MAKERWITH RECESSED SHUT OFF VALVE. SEE APPLIANCE SCHEDULE.5. RANGE. TO BE PROVIDED WITH FUEL GAS AND/OR ELECTRICAL SUPPLY AS REQUIRED.SEE APPLIANCE SCHEDULE.6. KITCHEN RANGE HOOD (MIN.100 cfm REQ'D) WITH VENTS CONNECTED TO ROOFMOUNTED EXHAUST FANS. VERIFY VENTING REQUIREMENTS WITH MANUFACTURER'SSPECIFICATIONS.7. CONVECTION/MICROWAVE OVEN. SEE APPLIANCE SCHEDULE. VENTING AS REQUIRED BYMANUFACTURER'S SPECIFICATIONS.8. KITCHEN SINK WITH 1 H.P. MIN. GARBAGE DISPOSAL. SEE PLUMBING FIXTURE SCHEDULE.9. PLUMBING FIXTURE AND HARDWARE. SEE SCHEDULE. LOW FLOW TOILETS (1.6 GP FLUSH)SHOWER HEAD (2.5 G.P.M.) FAUCETS (2.2 G.P.M.) PER WATER CONSERVATION CODEREQUIREMENTS. AN APPROVED BACKFLOW PREVENTER IS REQUIRED FOR DRAINAGEPIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAMMANHOLE COVER, FIXTURES ABOVE SUCH ELEVATIONS SHALL NOT DISCHARGETHROUGH THE BACKWATER VALVE - UPC710.110. DISHWASHER. SEE APPLIANCE SCHEDULE.11. UPPER CABINETS. SEE INTERIOR ELEVATIONS.12. BUILT-IN CABINETRY. SEE INTERIOR ELEVATIONS.13. EXHAUST FAN w/MINIMUM CAPACITY OF 50 CFM FOR ALL ROOMS CONTAINING BATHTUBSAND/OR SHOWERS. VENT EXHAUST FANS TO OUTSIDE AIR WITH BACKDRAFT DAMPER.SEE ELEC. PLANS FOR DESIRED LOCATIONS. DUCTLESS FANS ARE UNACCEPTABLE.14. PROVIDE MR. STEAM UNIT AT SHOWER STALLS WHERE NOTED. SEE APPLIANCESCHEDULE. STEAM ENCLOSURE SHALL BE POLISHED ALUMINUM FRAME WITH HOPPERWINDOW ABOVE DOOR. SHATTERPROOF CLEAR GLASS ENCLOSURE TO BEMANUFACTURED BY METEC SHOWER DOOR CO. FINISH CEILING AS WALLS AND SLOPE1/4" PER FOOT.15. PROVIDE SHOWER ENCLOSURES AT ALL SHOWER STALLS NOT SPECIFIED ELSEWHERE.ENCLOSURES SHALL BE A MINIMUM HEIGHT OF 6'-6" MEASURED FROM FINISH FLOORU.N.O. APPROVED SHATTERPROOF CLEAR GLASS ENCLOSURE TO BE MANUFACTUREDBY METEC SHOWER DOOR CO.16. DEPRESSED 4" FLOOR. PROVIDE TILE FINISH PER INTERIOR ELEVATIONS AT SHOWERSTALL FLOOR AND WALLS TO CEILING HEIGHT. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS. PROVIDE 70" HIGH NON ABSORBENT WALL ADJACENT TOSHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE -91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8. BATH & LAUNDRY ROOMS TO DRAIN AS SHOWNON PLANS. SEE CIVIL AND ARCHITECTURAL FOR DRAINAGE INFO.17. CAST-IRON TUB. 12" X 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION.PROVIDE SOLID TRAP AT TUBS WITHOUT ACCESS PANELS. FINISH AT WALLS TO CEILINGHEIGHTS PER INTERIOR ELEVATIONS. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS.18. RECESSED MIRRORED MEDICINE CABINET.19. PROVIDE STATE FIRE MARSHAL APPROVED SMOKE ALARMS (DETECTORS). ALARMSSHALL BE HARD WIRED TO SEPARATE CIRCUIT WITH BATTERY BACK UP AS REQUIRED BYELECTRICAL CODE. DETECTORS SHALL BE INTERCONNECTED AND SOUND AN ALARMAUDIBLE IN ALL SLEEPING ROOMS. PART OF SECURITY SYSTEM CONTRACT.20. PROVIDE RECESSED HOT AND COLD WATER AND DRAIN STANDPIPE AT WASHER.PROVIDE J.R. SMITH FLOOR DRAIN UNDER WASHER.21. VENT DRYER TO OUTSIDE AIR. 4 INCH DIAMETER, SMOOTH GALVANIZED, METALEXHAUST DUCT. DUCT LENGTH IS LIMITED TO 14'-0" WITH A MAXIMUM OF (2) ELBOWS.PROVIDE WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL.22. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.23. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.24. PROVIDE CONDENSATE LINE DRAIN TO NEAREST SINK. PROVIDE NIGHT SETBACKTHERMOSTAT. SEE T-24 FOR SUMMARY OF SIZE AND MODEL. DAIKIN HVAC WITH SLIMLINE VARIABLE SPEED CONDENSERS & FAN COIL UNITS.25. PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34 INCHESNOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. HANDRAILS SHALLBE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEAST ONE HANDRAIL SHALLEXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THETOP RISER NOR LESS THAN 12 INCHES BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. [C.B.C. 1013]26. GUARDRAIL TO 42" A.F.F. VOID SPACES SHALL MEASURE LESS THAN 4 INCHES IN ANYDIRECTION (3/4" BETWEEN GLASS PANELS). GUARDRAIL MUST HANDLE LATERAL FORCEPER C.B.C. SEE STRUCTURAL DETAILS FOR MORE INFO.27. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.28. WALL CONSTRUCTION:2" X 6" STUDS AT 16" O.C. AT THICKENED WALL CONDITION (1) 2" X 6" STUD AT BEARINGAND (1) 2" X 4" STUD, 16" O.C. SPACING.29. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ONWALLS AND CEILING. C.B.C. 1009.5.3.30. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.31. FURR DOWN CEILING FOR MECHANICAL.32. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.33. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.34. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITHARCHITECT AND OWNER.35. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.036. HEATILATOR BIRMINGHAM BIR50 WOOD FIREPLACE.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS. ANSI Z21.50, PFS09-99.37. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOROWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.38. BUILT IN IRONING BOARD, PROVIDE POWER.39. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.40. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.41. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINALCLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.42. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED ATTOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.43. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'SSPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURALENGINEER OF ANY DISCREPANCIES.44. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURALCONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.45. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDEBLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.46.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCESSHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACHSEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).47.KITCHEN VENTILATIONEXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152 (a)48. ALL EXTERIOR WALL REQUIRES R19 INSULATION-TYP.GARAGE STORAGEINTERIOR GARAGE ENCROACHMENTS: - ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THE GARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18". - CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OF THE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGE FLOOR.HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR S CONSENT) PER SECTION 10.26.045 OFTHE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING.LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. SEPARATE PERMIT ISREQUIRED FOR HVAC.FLOOR PLAN NOTESFLOOR PLAN LEGEND1009KPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.99.00F.F.E.UP2 (R) @ 7.50"1 (T) @ 11"/A57.1SMART SMOKE DETECTOR & CARBONMONOXIDE ALARM . SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.9DOWNSPOUT41 LOT 320FGFGEEDDCCBBAA1123452345IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-VANITYSHOWERSKYLIGHT ABOVESECOND FLOOR BEAMS TOALIGN WITH FIRST FLOOR BEAMSBATH-BATH-BATH-TUBCLO.-CLO.-TUBCLCLCLLCLCOPENLCSPA BATH-LCBENCHPRIMARY BATH-BENCHBENCHBENCHSLOPESLOPE213HB8HB9HB10DRY CLEANINGBAY(2) STACK WASHER& DRYERSLCFC-4ELEV.BENCHSLOPE5'-9 1/2"1'-0"3'-4 1/4"3'-4 1/4"19'-0"85'-7 1/2"5'-9 1/2"21'-0"4'-4"12'-0"6'-2"66'-8"21'-0"37'-4"21'-0"8'-8"22'-8"11'-0"17'-4"6'-2"66'-8"10"10"0'-6"3'-8"4'-10"4'-0"6'-6"8'-9"5'-3"5'-3"1'-4"7'-8"1'-0"8'-8"22'-8"11'-0"17'-4"2'-0 3/4"3'-0 1/2"85'-7 1/2"37'-4"21'-0"8"7"5'-0"9'-3 1/4"6'-3 1/2"1'-0"1'-0"30'-7 1/2"1'-7 3/4"13'-2"13'-2"2'-7 3/4"1'-0"19'-0"22'-10"3'-0"1'-6"5'-0"3'-0"3'-4"2'-6"2'-6"12'-6"1'-6"5'-6"5'-0"6"9'-2"4'-7"6"4'-1"4'-0"5'-0"4'-6"2'-6"2'-6"5'-7 1/2"5'-7 1/2"5'-0"12'-0"9'-3 1/4"1'-6"10'-6"4'-4"1'-6"10'-6"18'-6 1/2"3'-0"3'-0"6"2'-0"2'-3"5'-10"2'-6"2'-6"6"1'-4"1'-4"12"7'-8"12"4'-1"1'-11"1'-11"4'-1"9'-8"2'-6"8'-0"2'-0"15'-0"7'-4"4'-6"2'-6"4'-0"4'-0"4'-6"6'-3"1'-3"3'-7"2'-6"1'-9"3'-7"3'-0"4'-8 1/2"1'-9 1/2"2'-0"7'-5"7'-5"3'-6"0'-6"6'-6"4'-0"1'-9"2'-3"4'-0"5'-6"5'-6"4'-10"4'-4"1'-6"3'-0"4'-5 1/2"1'-3"15'-7"1'-3"3'-5 1/2"2'-6"3'-8"5'-8 1/2"6'-5 1/4"9'-4 1/4"9'-9 1/2"6'-0"6"4'-6 1/2"2'-8 1/2"2'-8 1/2"4'-6 1/2"6"1'-4"7'-2"1'-6"9"2'-6"9"4'-6"1'-9"3'-9"12"1'-7 1/2"1'-7 1/2"3'-2"1'-7"1'-7"1'-7 1/2"1'-7 1/2"12"4'-4"12"6"6"6"2'-11 1/2"5'-8"2'-0"1'-9 1/2"5'-7 1/2"2'-1"3'-7"1'-9"2'-6"3'-7"1'-3"11'-0"2'-6"3'-7"2'-5"2'-5"3'-7"2'-10"3'-6"3'-6"47.1ROLLER SHADE28 7.723 7.523 7.53 DRAINS UNDER PEDESTAL DECK/A54 7.12/A35 7.9ALL SHOWERS/A37 7.937 7.937 7.997.22'-0"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.14'-9"2'-2"48 7.11DENTIL DET./A48 7.11DENTIL DET.48 7.11DENTIL DET.47.1ROLLER SHADE0'-6"3'-2"0'-8"2'-0"2'-5 1/2"0'-10"/ASEE SHEET 1 8.1BRICK FIREPLACE3'-2"2'-0"3'-6"3'-6"2'-11"2'-11"1'-7"2'-5"2'-1"1'-11"36"x36" ROOF HATCHSEE DETAIL 28/ A7.7BALCONY ENCROACHMENTINTO FRONT SETBACKTRELLIS ENCROACHMENTINTO FRONT SETBACK4'-6"0'-10"3'-7"1'-8"A-2.3SECOND FLOOR DIMENSION PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SECOND FLOOR DIMENSION PLAN1/4" = 1'-0"142 LOT 320FGFGEEDDCCBBAA1123452345IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-VANITYSHOWERSKYLIGHT ABOVESECOND FLOOR BEAMS TOALIGN WITH FIRST FLOOR BEAMSBATH-BATH-BATH-TUBCLO.-CLO.-TUBCLCLCLLCLCOPENLCSPA BATH-LCBENCHPRIMARY BATH-BENCHBENCHBENCHSLOPESLOPE213HB8HB9HB10DRY CLEANINGBAY(2) STACK WASHER& DRYERSLCFC-4ELEV.BENCHSLOPEE17201E18E19E20E21E22E23202203204205206207208209210211212213214215216217218220221223222224225226BMMNOPPRQSQSTTTUUKLVVWXQQQQ28 7.723 7.523 7.53 DRAINS UNDER PEDESTAL DECK/A54 7.12/A35 7.9ALL SHOWERS/A37 7.937 7.937 7.91A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.148 7.11DENTIL DET./A48 7.11DENTIL DET.48 7.11DENTIL DET.47.1ROLLER SHADE47.1ROLLER SHADE97.2/ASEE SHEET 1 8.1BRICK FIREPLACE1'-7"2'-5"2'-1"1'-11"BALCONY ENCROACHMENTINTO FRONT SETBACKTRELLIS ENCROACHMENTINTO FRONT SETBACK36"x36" ROOF HATCHSEE DETAIL 28/ A7.7219FLOOR PLAN LEGEND1009KPLAN NOTE REFERENCE.DOOR REFERENCE. SEE DOORSCHEDULE.WINDOW REFERENCE. SEE WINDOWSCHEDULE.HATCH INDICATES ARCH/SOFFIT ABOVE.SEE CEILING AND ARCH DIAGRAMS.STAIRS SHOWING UP/DOWN TRAVELDIRECTION, NUMBER AND SIZE OF RISERS& TREADS.FINISHED FLOOR (F.F.E.) OR FINISHEDSURFACE (F.S.) ELEVATION REFERENCE.DETAIL REFERENCE. SEE SHEET ANDDRAWING NUMBER INDICATED.99.00F.F.E.UP2 (R) @ 7.50"1 (T) @ 11"/A57.1SMART SMOKE DETECTOR & CARBONMONOXIDE ALARM . SEE POWER &LIGHTING PLANS FIXTURE SCHEDULE FORDETAILS.9DOWNSPOUTA-2.4SECOND FLOOR KEY PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SECOND FLOOR KEY PLAN1/4" = 1'-0"11. PROVIDE ALL NECESSARY FUEL GAS SUPPLY LINES WITH SHUTOFF VALVES TO ALL GASFIRED OPERATED APPLIANCES. SEE APPLIANCE SCHEDULE AND PLUMBING PLANS."FIREPLACE MODEL #DV48N/P BY SPARK MODERN FIRES". DIRECT VENT GAS ONLY2. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINES AND CONNECTIONS TO ALLAPPLIANCES AS REQUIRED. SEE APPLIANCE SCHEDULE AND ELECTRICAL POWER PLANS.3. UNDER COUNTER REFRIGERATOR. PROVIDE ALL NECESSARY ELECTRICAL SUPPLY LINESAND CONNECTIONS AS REQUIRED.4. REFRIGERATOR/FREEZER. PROVIDE PURIFIED COLD WATER SUPPLY LINE TO ICE MAKERWITH RECESSED SHUT OFF VALVE. SEE APPLIANCE SCHEDULE.5. RANGE. TO BE PROVIDED WITH FUEL GAS AND/OR ELECTRICAL SUPPLY AS REQUIRED.SEE APPLIANCE SCHEDULE.6. KITCHEN RANGE HOOD (MIN.100 cfm REQ'D) WITH VENTS CONNECTED TO ROOFMOUNTED EXHAUST FANS. VERIFY VENTING REQUIREMENTS WITH MANUFACTURER'SSPECIFICATIONS.7. CONVECTION/MICROWAVE OVEN. SEE APPLIANCE SCHEDULE. VENTING AS REQUIRED BYMANUFACTURER'S SPECIFICATIONS.8. KITCHEN SINK WITH 1 H.P. MIN. GARBAGE DISPOSAL. SEE PLUMBING FIXTURE SCHEDULE.9. PLUMBING FIXTURE AND HARDWARE. SEE SCHEDULE. LOW FLOW TOILETS (1.6 GP FLUSH)SHOWER HEAD (2.5 G.P.M.) FAUCETS (2.2 G.P.M.) PER WATER CONSERVATION CODEREQUIREMENTS. AN APPROVED BACKFLOW PREVENTER IS REQUIRED FOR DRAINAGEPIPING SERVING FIXTURES LOCATED BELOW THE ELEVATION OF THE NEXT UPSTREAMMANHOLE COVER, FIXTURES ABOVE SUCH ELEVATIONS SHALL NOT DISCHARGETHROUGH THE BACKWATER VALVE - UPC710.110. DISHWASHER. SEE APPLIANCE SCHEDULE.11. UPPER CABINETS. SEE INTERIOR ELEVATIONS.12. BUILT-IN CABINETRY. SEE INTERIOR ELEVATIONS.13. EXHAUST FAN w/MINIMUM CAPACITY OF 50 CFM FOR ALL ROOMS CONTAINING BATHTUBSAND/OR SHOWERS. VENT EXHAUST FANS TO OUTSIDE AIR WITH BACKDRAFT DAMPER.SEE ELEC. PLANS FOR DESIRED LOCATIONS. DUCTLESS FANS ARE UNACCEPTABLE.14. PROVIDE MR. STEAM UNIT AT SHOWER STALLS WHERE NOTED. SEE APPLIANCESCHEDULE. STEAM ENCLOSURE SHALL BE POLISHED ALUMINUM FRAME WITH HOPPERWINDOW ABOVE DOOR. SHATTERPROOF CLEAR GLASS ENCLOSURE TO BEMANUFACTURED BY METEC SHOWER DOOR CO. FINISH CEILING AS WALLS AND SLOPE1/4" PER FOOT.15. PROVIDE SHOWER ENCLOSURES AT ALL SHOWER STALLS NOT SPECIFIED ELSEWHERE.ENCLOSURES SHALL BE A MINIMUM HEIGHT OF 6'-6" MEASURED FROM FINISH FLOORU.N.O. APPROVED SHATTERPROOF CLEAR GLASS ENCLOSURE TO BE MANUFACTUREDBY METEC SHOWER DOOR CO.16. DEPRESSED 4" FLOOR. PROVIDE TILE FINISH PER INTERIOR ELEVATIONS AT SHOWERSTALL FLOOR AND WALLS TO CEILING HEIGHT. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS. PROVIDE 70" HIGH NON ABSORBENT WALL ADJACENT TOSHOWER AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURE -91.807.1.3, 91.2406.4(5), 91.1115B.9.6,7,8. BATH & LAUNDRY ROOMS TO DRAIN AS SHOWNON PLANS. SEE CIVIL AND ARCHITECTURAL FOR DRAINAGE INFO.17. CAST-IRON TUB. 12" X 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION.PROVIDE SOLID TRAP AT TUBS WITHOUT ACCESS PANELS. FINISH AT WALLS TO CEILINGHEIGHTS PER INTERIOR ELEVATIONS. U.N.O. TILE DETAILING PER CERAMIC TILEINSTITUTE STANDARDS.18. RECESSED MIRRORED MEDICINE CABINET.19. PROVIDE STATE FIRE MARSHAL APPROVED SMOKE ALARMS (DETECTORS). ALARMSSHALL BE HARD WIRED TO SEPARATE CIRCUIT WITH BATTERY BACK UP AS REQUIRED BYELECTRICAL CODE. DETECTORS SHALL BE INTERCONNECTED AND SOUND AN ALARMAUDIBLE IN ALL SLEEPING ROOMS. PART OF SECURITY SYSTEM CONTRACT.20. PROVIDE RECESSED HOT AND COLD WATER AND DRAIN STANDPIPE AT WASHER.PROVIDE J.R. SMITH FLOOR DRAIN UNDER WASHER.21. VENT DRYER TO OUTSIDE AIR. 4 INCH DIAMETER, SMOOTH GALVANIZED, METALEXHAUST DUCT. DUCT LENGTH IS LIMITED TO 14'-0" WITH A MAXIMUM OF (2) ELBOWS.PROVIDE WEATHER HOOD WITH DAMPER AT FINISH OF EXTERIOR WALL.22. PROVIDE PLUMBING LOOP FOR WATER SOFTENER.23. PROVIDE THERMAL INSULATION IN ALL WALLS THROUGHOUT RESIDENCEPER TITLE-24 CALCS.24. PROVIDE CONDENSATE LINE DRAIN TO NEAREST SINK. PROVIDE NIGHT SETBACKTHERMOSTAT. SEE T-24 FOR SUMMARY OF SIZE AND MODEL. DAIKIN HVAC WITH SLIMLINE VARIABLE SPEED CONDENSERS & FAN COIL UNITS.25. PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OF HANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34 INCHESNOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS. HANDRAILS SHALLBE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEAST ONE HANDRAIL SHALLEXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN 12 INCHES BEYOND THETOP RISER NOR LESS THAN 12 INCHES BEYOND THE BOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDED TERMINATIONS OR BENDS. [C.B.C. 1013]26. GUARDRAIL TO 42" A.F.F. VOID SPACES SHALL MEASURE LESS THAN 4 INCHES IN ANYDIRECTION (3/4" BETWEEN GLASS PANELS). GUARDRAIL MUST HANDLE LATERAL FORCEPER C.B.C. SEE STRUCTURAL DETAILS FOR MORE INFO.27. FURR WALL. COORDINATE WITH ELECTRICAL, PLUMBING, AND MECHANICAL VENTS.28. WALL CONSTRUCTION:2" X 6" STUDS AT 16" O.C. AT THICKENED WALL CONDITION (1) 2" X 6" STUD AT BEARINGAND (1) 2" X 4" STUD, 16" O.C. SPACING.29. ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2" GYP. BOARD ONWALLS AND CEILING. C.B.C. 1009.5.3.30. PROVIDE 5/8" TYPE "X" GYP. BOARD ON THE CEILING AND ALL WALLS OF GARAGES & OFROOMS ADJACENT TO GARAGE BUT WITHIN GARAGE OCCUPANCY SEPARATION.31. FURR DOWN CEILING FOR MECHANICAL.32. 22"x30" MINIMUM ATTIC ACCESS. ACCESS SHOWN AT LOCATIONS WHERE ATTIC EXCEEDS30" IN HEIGHT. ACCESS PER CBC 1505.1.33. DECK : SLOPE TO DRAINS @ 2%. SEE DETAILS AND CIVIL PLANS.34. INSTALL HOSE BIBS @ ALL DECKS SEE PLUMBING PLAN. VERIFY LOCATION WITHARCHITECT AND OWNER.35. PROVIDE GARAGE VENTING PER CALCULATIONS ON A-0.036. HEATILATOR BIRMINGHAM BIR50 WOOD FIREPLACE.INSTALL PER MANUFACTURER SPECIFICATIONS & RECOMMENDATIONS. ANSI Z21.50, PFS09-99.37. STONE VENEER TO BE SELECTED. MOCK UP SAMPLE TO BE INSTALLED ON SITE FOROWNER/ARCHITECT APPROVAL. GROUT COLOR TO MATCH STONES MID RANGE COLOR,FLUSH AND SACK GROUT.38. BUILT IN IRONING BOARD, PROVIDE POWER.39. DECK OVER FLOW SCUPPERS. SEE SPECS FOR MORE INFORMATION.40. MAXIMUM 1/2" DROP AT DOOR THRESHOLD FOR DOORS TO SWING OUT.41. 18" DEEP SHELF AND POLE (@ 12" FROM FINISHED WALL) AT ALL CLOSETS. FINALCLOSET LAYOUT PER INTERIOR DESIGNER/OWNER OR CLOSET CONSULTANT.42. RESIDENTIAL ELEVATOR w/FOLDING ENTRY DOORS. ELEVATOR SHAFT SHALL PROVIDE1-HOUR SEPARATION ON ENCLOSED FACE OF FRAMING AND SHALL BE ENCLOSED ATTOP OF SHAFT (CBC 711.2). ROCKY MOUNTAIN MANUFACTURER.43. VERIFY STRUCTURAL ENGINEER'S DRAWINGS AND ELEVATOR MANUFACTURER'SSPECIFICATIONS FOR ELEVATOR PIT DEPTH. ALERT ARCHITECT AND STRUCTURALENGINEER OF ANY DISCREPANCIES.44. CONCEALED FLOOR DRAIN. SEE CIVIL ENGINEER'S DRAWINGS FOR ALL DRAINAGEINFORMATION AT GRADE AND SLAB LEVELS. SEE REFERENCED ARCHITECTURALCONCEALED LINEAR BRICK SLOT DRAIN DESIRED AT ALL DRAINS U.N.O.45. WINDOW/PRIVACY SHADE POCKETS IN CEILING. STRUCTURAL ENGINEER TO PROVIDEBLOCKING ACCORDINGLY IN ALL AREAS DENOTED. SEE ELECTRICAL PLAN FOR THESELOCATIONS REQUIRING POWERIZED SHADES.46.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS ANDIN SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL BURNING APPLIANCESSHALL HAVE CARBON MONOXIDE ALARM SHAL BE PROVIDED OUTSIDE OF EACHSEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THEBEDROOM(S) AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS (R315)SHALL BE INTERCONNECTED (UL 217).47.KITCHEN VENTILATIONEXHAUST SYSTEM REQUIRED FOR KITCHEN TO VENT OUTSIDE WITH RATE OF 100 CFMMIN. BEES 150(o), Exc. 5 TO 152 (a)48. ALL EXTERIOR WALL REQUIRES R19 INSULATION-TYP.GARAGE STORAGEINTERIOR GARAGE ENCROACHMENTS: - ONLY ONE 6" STAIR CAN ENCROACH INTO THE REQUIRED 19'-0" DEPTH OF THE GARAGE. THE STEP CAN HAVE A MAXIMUM DEPTH OF 18". - CABINETRY IS ALLOWED TO ENCROACH A MAXIMUM OF 4'-0" INTO THE FRONT OF THE 19'-0" GARAGE DEPTH BUT MUST BE MINIMUM OF 4'-0" ABOVE THE GARAGE FLOOR.HVAC EQUIPMENT SHALL COMPLY PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR S CONSENT) PER SECTION 10.26.045 OFTHE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING.LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. SEPARATE PERMIT ISREQUIRED FOR HVAC.FLOOR PLAN NOTES43 LOT 320ELEV 36.80' T.O. SLATE ROOF RIDGEELEV 36.62' T.O. SLATE ROOF RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGEELEV 36.80' T.O. SLATE ROOF RIDGESKYLIGHT2SLOPE1/2":1'-0"1/2":1'-0" SLOPESKYLIGHT1PITCH3:12PITCH5:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH5:12PITCH5:12PITCH8:12PITCH8:12OPEN BELOWELEV 27.72'RIDGEELEV 36.80'T.O. SLATE ROOF RIDGEELEV 36.80'T.O. SLATEROOF RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1214NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)5DOWNSPOUT ONLYAND GUTTER1/4":1'-0" SLOPECRICKETPITCH5:12PITCH8:12PITCH8:12PITCH10:12PITCH5:12SLOPE1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH3:12SKYLIGHT3COPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8PARAPET 322314ELEV 27.72'RIDGEPITCH BREAK @RIDGEROOFACCESSHATCH12345CRICKETFLAT ROOF TOCLEAR SKYLIGHTCORNERSKYLIGHT9PITCH3:12PITCH3:123:12SLOPE1/2":1'-0"FGFGEEDDCCBBAA1123452345/A69 7.1547.123 7.513 7.347.122 7.5/A27 7.7/A27 7.727 7.767.267.266 & 68 7.15/A66 & 68 7.15/A14A 7.3/A69 7.15/A69 7.1524 7.624 7.667 7.1567.267.2/A67.2/A14A 7.3/A66 & 68 7.1577.277.212 7.367 7.1567 7.1512 7.312 7.312 7.316 7.40'-6"0'-6"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.112 7.3/A69 7.1570 7.1570 7.15/A66 & 68 7.153'-0"3'-0"12 7.3207.4/ASEE SHEET 1 8.1BRICK FIREPLACE36"x36" ROOF HATCHSEE DETAIL 28/ A7.7/A14B 7.3A-2.5ROOF PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,ROOF PLAN1/4" = 1'-0"1111LEGEND:COLLECTOR BOX WITH EXPOSEDDOWNSPOUTCOLLECTOR BOX WITH IN WALLDOWNSPOUTCOLLECTOR BOX, NO DOWNSPOUTDOWNSPOUT ONLY AT GUTTER17. EXPOSED DOWNSPOUTS AT ALL LOCATIONS U.N.O.1. FOR FURNACES LOCATED IN ATTIC SPACES THEY MUST BEPOSITIONED SO THAT THE REQUIRED FLUE LENGTH FROM THEFURNACE TO THE CAP IS PROVIDED WITHIN THE ATTIC, ALLOWING THECAP TO BE THE MINIMUM HEIGHT ABOVE THE FINISHED ROOFINGALLOWED BY CODE.2. WHERE POSSIBLE GROUP PLUMBING VENTS AND CONCEAL INDORMER VENTS SEE VENT NOTES ON SITE PLANS1. 11 GAUGE CORROSION RESISTIVE EMBEDDED 3/4" INTO SHEATHINGPER TABLE NO.15-D-12. THE HEAD OF ALL TILES SHALL BE NAILED3. THE NOSES OF ALL EAVE COURSE TILES SHALL BE FASTENED WITHAPPROVED CLIPS.4. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS.5. THE NOSES OF ALL RIDGE, HIP AND RAKE TILES SHALL BE SET IN ABEAD OF APPROVED ROOFER'S MASTIC.MECHANICAL / PLUMBING VENT NOTES1. NOTE THAT CHIMNEYS ARE TO BE 2'-0" ABOVE ANY ROOF WITH IN10'-0" OF STRUCTURE PER [U.B.C. 3102.3.6]CHIMNEY NOTESMINIMUM NAILING STANDARDSATTIC VENTILATION1. CONTRACTOR TO PROVIDE PROPER ATTIC VENTILATION INACCORDANCE WITH BUILDING.2. CONTRACTOR TO DETERMINE THE NUMBER AND SIZE OFREQUIRED ATTIC VENTS.3. ALL REQUIRED ATTIC VENTS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURER INSTRUCTIONS PROVIDED IN EACH CARTONOF VENTS.4. ATTIC VENT LOCATIONS TO BE REVIEWED AND APPROVED WITHARCHITECT/OWNER PRIOR TO INSTALLATION.5. POWER TOOLS USED TO CUT THE REQUIRED 19" X 7" (133 SI)OPENING IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TOTHE APPROPRIATE SHEATHING THICKNESS TO VALID CUTTING INTOANY STRUCTURAL (RAFTERS) MEMBERS OF THE ROOF ASSEMBLY.6. ALL GALVANIZED SURFACE AREAS OF VENTS (NOT APPLICABLEFOR COPPER) TO BE PAINTED SHALL BE PRIMED WITH AGALVANIZED PRIMER OR LIBERALLY WIPED WITH ASCETIC ACID,ALLOWED TO DRY AND UNIFORMLY PAINTED WITH A QUALITYMATTE FINISH METAL PAINT ONE SHADE DARKER THAN THE ROOFTILE COLOR OR AS SELECTED BY OWNERS. SAME PAINT SHALL BEUSED IN PAINTING OF ALL EXPOSED ROOF FLASHING ANDPLUMBING VENTS.7. MINIMUM 22" X 30" OPENINGS SHALL BE PROVIDED AT ALL ROOFFILL/FRAME ASSEMBLIES FOR REQUIRED ACCESS AND AIR. WHEREFILL/FRAME CONDITIONS DO NOT PERMIT REQUIRED OPENINGS, A12" X 12" OPENING SHALL BE PROVIDED AT THE UPPER PORTION OFTHE FILL/FRAME AREA.8.THE SI/NFVA OF EAVE, CORNICE AND GABLE END VENTS PROVIDEDSHALL VERIFIED TO BE EQUAL TO OR EXCEED THE SI/NFVAREQUIRED STATED IN THE CALCULATIONS.**FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECTPRIOR TO INSTALLATION.**3. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS AREEXPOSED AND LOCATION IS SHOWN ON ROOF PLAN.4. DOWNSPOUTS AT FLAT ROOFS SHALL BE A MINIMUM OF 4"DIAMETER WITH OVERFLOW DRAINS. OVERFLOW DRAINS CAN BEOMITTED IF A 6" W x 1 1/2" H SCUPPER IS SHOWN ADJACENT TO DRAIN.5. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER ANDROOF DRAIN.6. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FORWATER LEAKAGE PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDEA 10 YEAR WARRANTY AGAINST LEAKAGE.GAF TRUSLATECOLOR: GREYSTONE.PATTERN: STANDARD.EXPOSURE: HORIZONTAL.**MOCK-UP TO BE APPROVED BY ARCHITECT AND OWNER.**GUTTERS AND ROOF DRAINS1. GUTTERS SHALL BE CONSTRUCTED OF 16 oz COPPER WITH 5/8"EXPANSION JOINTS EVERY 30 FEET MAXIMUM.2. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATERLEADERS.3. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATION SHALLBE PROVIDED WITH W.R. GRACE 4000 BITUTHENE WRAPPING AND 20 OZ.COPPER FLASHING AND COUNTER FLASHING. ALL JOINTS AT COPPERSHALL BE SOLDERED.ROOFING MATERIAL1. ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION2. ALL NEW BUILDINGS WITHIN THE EXTREME FIRE HAZARD AREA ORWITHIN 1,000 FEET OF SUCH AREAS SHALL HAVE A "CLASS A" ROOFASSEMBLY. ALL OTHER ROOFS SHALL BE A MINIMUM "CLASS B" [O.C.BLDG. ORD 3869] ALL ROOFS ON THIS JOB TO BE "CLASS A" INCLUDINGTORCH DOWN UNDERLAYMENT.4. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCHADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BYARCHITECT.6. MOCK-UP OF PITCHED ROOF INSTALLATION SHALL BE APPROVED BYARCHITECT & OWNER PRIOR TO PROCEEDING WITH WORK.5. ROOF UNDERLAYMENT TO BE CLASS "A" TORCHED MODIFIEDBITUMEN SYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S OR APPROVEDEQUAL.3. ROOFING SHALL BE EQUIPPED WITH FIRE-STOP AT EAVE ENDS TOPRECLUDE ENTRY OF FLAME OR EMBERS UNDER THE ROOFINGMATERIALS O.C. BLDG. ORD]WEIGHT1. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVEROOF BY THE MINIMUM DISTANCE REQUIRED BY APPLICABLE CODESAND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACTLOCATION TO BE COORDINATED WITH ARCHITECT PRIOR TOINSTALLATION.2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.2. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2%TOWARD DRAINS.4. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS.3. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGSOR ARCHITECTURAL DRAWINGS, ROUGH CARPENTER SHALL PROVIDEREQUIRED SHIMMING BELOW ROOF SHEETING TO ALLOW FOR PROPERSLOPE TO DRAIN.1. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWING. NOPITCHED ROOF SHALL SLOPE LESS THAN 1.5 : 12.ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION.SOLID SHEATHING MUST BE STRUCTURALLY SUFFICIENT TO SUPPORTTILE LOAD AND MUST BE AT LEAST 1/2" THICK. SWEEP ROOF SURFACE,BROOM CLEAN; COVER KNOT HOLES WITH TIN. SEE SPECIFICATIONS.ROOF PENETRATIONFLAT ROOF MATERIALALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.MATERIALS, COLOR, & ROOF TEXTUREMAX 5.5 lbs PSF PER STRUCTURAL ENGINEE.CONTRACTOR TO VERIFY WEIGHT COMPLIANCE PRIOR TO ORDERING.STANDARD CLASS "A"ROOF SLOPEUNDERLAYMENTFASTENERSFIRE RATINGPITCHED ROOF FINISH MATERIALGENERAL SPECIFICATIONS44 LOT 320ELEV 36.80' T.O. SLATE ROOF RIDGEELEV 36.62' T.O. SLATE ROOF RIDGEROOF DECK-ROOF DECK-CRICKETCRICKETCOPPER CUPOLA6" FROM GABLE EDGEELEV 36.80' T.O. SLATE ROOF RIDGESKYLIGHT2SLOPE1/2":1'-0"1/2":1'-0" SLOPESKYLIGHT1PITCH3:12PITCH5:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH3:12PITCH5:12PITCH5:12PITCH5:12PITCH8:12PITCH8:12OPEN BELOWELEV 27.72'RIDGEELEV 36.80'T.O. SLATE ROOF RIDGEELEV 36.80'T.O. SLATEROOF RIDGEPITCH8:12PITCH8:12PITCH8:12PITCH8:12PITCH10:1214NO DOWNSPOUT ORCOLLECTOR BOX2"x4" OVERFLOWSCUPPERS (SEE EXT.ELEVATION)5DOWNSPOUT ONLYAND GUTTER1/4":1'-0" SLOPECRICKETPITCH5:12PITCH8:12PITCH8:12PITCH10:12PITCH5:12SLOPE1/4":1'-0" SLOPEPITCH3:12PITCH3:12PITCH3:12SKYLIGHT3COPPER CUPOLA6" FROM GABLE EDGECOPPERSKYLIGHT 4SKYLIGHT5SKYLIGHT7SKYLIGHT6SKYLIGHT8PARAPET 322314ELEV 27.72'RIDGEPITCH BREAK @RIDGEROOFACCESSHATCH12345CRICKETFLAT ROOF TOCLEAR SKYLIGHTCORNERSKYLIGHT9PITCH3:12PITCH3:123:12SLOPE1/2":1'-0"FGFGEEDDCCBBAA1123452345/A69 7.15INSTALLATION OF A SOLAR PV SYSTEM IS REQUIRED FOR COMPLIANCEWITH CALIFORNIA ENERGY STANDARDS PER THE INCLUDED CF-1R FORM.ADD THIS TO DEFER SUBMITTAL ON THE COVER SHEET. PROVIDE A NOTEOF THE DRAWINGS INDICATING THAT SOLAR PV WITH MINIMUM 5.07 KW DCMUST BE OBTAINED UNDER SEPARATE REVIEW AND PERMIT.47.147.122 7.5/A27 7.7/A27 7.7/A27 7.727 7.767.267.2/A66 & 68 7.1566 & 68 7.15/A66 & 68 7.15/A14A 7.3/A69 7.15/A69 7.1524 7.667.267.2/A67.2/A14A 7.3/A66 & 68 7.1577.277.267 7.1567 7.1512 7.312 7.316 7.41A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.114B 7.312 7.324 7.667 7.1570 7.15/A69 7.15/A66 & 68 7.15/A66 & 68 7.153'-0"3'-0"3'-0"70 7.1512 7.312 7.3207.4/ASEE SHEET 1 8.1BRICK FIREPLACE36"x36" ROOF HATCHSEE DETAIL 28/ A7.7PITCHHCT3:1223PP12345678910111213141516171813 7.323 7.5/A14B 7.329'-6"2'-2 3/4"A-2.6SOLAR PANELS LOCATION PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SOLAR PANELS LOCATION PLAN1/4" = 1'-0"1111LEGEND:COLLECTOR BOX WITH EXPOSEDDOWNSPOUTCOLLECTOR BOX WITH IN WALLDOWNSPOUTCOLLECTOR BOX, NO DOWNSPOUTDOWNSPOUT ONLY AT GUTTER17. EXPOSED DOWNSPOUTS AT ALL LOCATIONS U.N.O.1. FOR FURNACES LOCATED IN ATTIC SPACES THEY MUST BEPOSITIONED SO THAT THE REQUIRED FLUE LENGTH FROM THEFURNACE TO THE CAP IS PROVIDED WITHIN THE ATTIC, ALLOWING THECAP TO BE THE MINIMUM HEIGHT ABOVE THE FINISHED ROOFINGALLOWED BY CODE.2. WHERE POSSIBLE GROUP PLUMBING VENTS AND CONCEAL INDORMER VENTS SEE VENT NOTES ON SITE PLANS1. 11 GAUGE CORROSION RESISTIVE EMBEDDED 3/4" INTO SHEATHINGPER TABLE NO.15-D-12. THE HEAD OF ALL TILES SHALL BE NAILED3. THE NOSES OF ALL EAVE COURSE TILES SHALL BE FASTENED WITHAPPROVED CLIPS.4. ALL RAKE TILES SHALL BE NAILED WITH TWO NAILS.5. THE NOSES OF ALL RIDGE, HIP AND RAKE TILES SHALL BE SET IN ABEAD OF APPROVED ROOFER'S MASTIC.MECHANICAL / PLUMBING VENT NOTES1. NOTE THAT CHIMNEYS ARE TO BE 2'-0" ABOVE ANY ROOF WITH IN10'-0" OF STRUCTURE PER [U.B.C. 3102.3.6]CHIMNEY NOTESMINIMUM NAILING STANDARDSATTIC VENTILATION1. CONTRACTOR TO PROVIDE PROPER ATTIC VENTILATION INACCORDANCE WITH BUILDING.2. CONTRACTOR TO DETERMINE THE NUMBER AND SIZE OFREQUIRED ATTIC VENTS.3. ALL REQUIRED ATTIC VENTS TO BE INSTALLED IN ACCORDANCEWITH MANUFACTURER INSTRUCTIONS PROVIDED IN EACH CARTONOF VENTS.4. ATTIC VENT LOCATIONS TO BE REVIEWED AND APPROVED WITHARCHITECT/OWNER PRIOR TO INSTALLATION.5. POWER TOOLS USED TO CUT THE REQUIRED 19" X 7" (133 SI)OPENING IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TOTHE APPROPRIATE SHEATHING THICKNESS TO VALID CUTTING INTOANY STRUCTURAL (RAFTERS) MEMBERS OF THE ROOF ASSEMBLY.6. ALL GALVANIZED SURFACE AREAS OF VENTS (NOT APPLICABLEFOR COPPER) TO BE PAINTED SHALL BE PRIMED WITH AGALVANIZED PRIMER OR LIBERALLY WIPED WITH ASCETIC ACID,ALLOWED TO DRY AND UNIFORMLY PAINTED WITH A QUALITYMATTE FINISH METAL PAINT ONE SHADE DARKER THAN THE ROOFTILE COLOR OR AS SELECTED BY OWNERS. SAME PAINT SHALL BEUSED IN PAINTING OF ALL EXPOSED ROOF FLASHING ANDPLUMBING VENTS.7. MINIMUM 22" X 30" OPENINGS SHALL BE PROVIDED AT ALL ROOFFILL/FRAME ASSEMBLIES FOR REQUIRED ACCESS AND AIR. WHEREFILL/FRAME CONDITIONS DO NOT PERMIT REQUIRED OPENINGS, A12" X 12" OPENING SHALL BE PROVIDED AT THE UPPER PORTION OFTHE FILL/FRAME AREA.8.THE SI/NFVA OF EAVE, CORNICE AND GABLE END VENTS PROVIDEDSHALL VERIFIED TO BE EQUAL TO OR EXCEED THE SI/NFVAREQUIRED STATED IN THE CALCULATIONS.**FINAL LOCATIONS TO BE REVIEWED AND APPROVED BY ARCHITECTPRIOR TO INSTALLATION.**3. UNLESS SPECIFIED OTHERWISE, RAIN WATER LEADERS AREEXPOSED AND LOCATION IS SHOWN ON ROOF PLAN.4. DOWNSPOUTS AT FLAT ROOFS SHALL BE A MINIMUM OF 4"DIAMETER WITH OVERFLOW DRAINS. OVERFLOW DRAINS CAN BEOMITTED IF A 6" W x 1 1/2" H SCUPPER IS SHOWN ADJACENT TO DRAIN.5. PROVIDE DOME WIRE BASKET AT EACH RAIN WATER LEADER ANDROOF DRAIN.6. CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FORWATER LEAKAGE PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDEA 10 YEAR WARRANTY AGAINST LEAKAGE.GAF TRUSLATECOLOR: GREYSTONE.PATTERN: STANDARD.EXPOSURE: HORIZONTAL.**MOCK-UP TO BE APPROVED BY ARCHITECT AND OWNER.**GUTTERS AND ROOF DRAINS1. GUTTERS SHALL BE CONSTRUCTED OF 16 oz COPPER WITH 5/8"EXPANSION JOINTS EVERY 30 FEET MAXIMUM.2. GUTTERS SHALL SLOPE 1/16" PER FOOT TOWARD RAIN WATERLEADERS.3. CONTINUOUS WATERPROOFING AT ALL ROOF PENETRATION SHALLBE PROVIDED WITH W.R. GRACE 4000 BITUTHENE WRAPPING AND 20 OZ.COPPER FLASHING AND COUNTER FLASHING. ALL JOINTS AT COPPERSHALL BE SOLDERED.ROOFING MATERIAL1. ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION2. ALL NEW BUILDINGS WITHIN THE EXTREME FIRE HAZARD AREA ORWITHIN 1,000 FEET OF SUCH AREAS SHALL HAVE A "CLASS A" ROOFASSEMBLY. ALL OTHER ROOFS SHALL BE A MINIMUM "CLASS B" [O.C.BLDG. ORD 3869] ALL ROOFS ON THIS JOB TO BE "CLASS A" INCLUDINGTORCH DOWN UNDERLAYMENT.4. COLOR OF ALL EXPOSED VENTS AND ROOF STACKS TO MATCHADJACENT ROOF MATERIAL, UNLESS SPECIFIED OTHERWISE BYARCHITECT.6. MOCK-UP OF PITCHED ROOF INSTALLATION SHALL BE APPROVED BYARCHITECT & OWNER PRIOR TO PROCEEDING WITH WORK.5. ROOF UNDERLAYMENT TO BE CLASS "A" TORCHED MODIFIEDBITUMEN SYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S OR APPROVEDEQUAL.3. ROOFING SHALL BE EQUIPPED WITH FIRE-STOP AT EAVE ENDS TOPRECLUDE ENTRY OF FLAME OR EMBERS UNDER THE ROOFINGMATERIALS O.C. BLDG. ORD]WEIGHT1. VENTS AT FLAT ROOF AND ROOF STACKS SHALL PROJECT ABOVEROOF BY THE MINIMUM DISTANCE REQUIRED BY APPLICABLE CODESAND SHALL BE LOCATED IN AREAS NOT VISIBLE FROM STREET. EXACTLOCATION TO BE COORDINATED WITH ARCHITECT PRIOR TOINSTALLATION.2. ALL VENTS AND ROOF STACKS TO HAVE RAIN PROTECTION CAPS.2. ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2%TOWARD DRAINS.4. NO OBSTACLE SHALL PREVENT WATER FLOW TOWARD DRAINS.3. IN THE ABSENCE OF SLOPES SHOWN ON STRUCTURAL DRAWINGSOR ARCHITECTURAL DRAWINGS, ROUGH CARPENTER SHALL PROVIDEREQUIRED SHIMMING BELOW ROOF SHEETING TO ALLOW FOR PROPERSLOPE TO DRAIN.1. ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN DRAWING. NOPITCHED ROOF SHALL SLOPE LESS THAN 1.5 : 12.ALL FLAT ROOFS TO BE CLASS "A" TORCHED MODIFIED BITUMENSYSTEM BY CELOTEX. SPEC. NO. APP-4-W-S - APPLY CRUSHED ROOFTILE ON TOP PER MANUFACTURER'S RECOMMENDATION.SOLID SHEATHING MUST BE STRUCTURALLY SUFFICIENT TO SUPPORTTILE LOAD AND MUST BE AT LEAST 1/2" THICK. SWEEP ROOF SURFACE,BROOM CLEAN; COVER KNOT HOLES WITH TIN. SEE SPECIFICATIONS.ROOF PENETRATIONFLAT ROOF MATERIALALL ROOF FASTENERS SHALL BE INSTALLED PER MANUFACTURER'SRECOMMENDATIONS.MATERIALS, COLOR, & ROOF TEXTUREMAX 5.5 lbs PSF PER STRUCTURAL ENGINEE.CONTRACTOR TO VERIFY WEIGHT COMPLIANCE PRIOR TO ORDERING.STANDARD CLASS "A"ROOF SLOPEUNDERLAYMENTFASTENERSFIRE RATINGPITCHED ROOF FINISH MATERIALGENERAL SPECIFICATIONSSOLAR PANEL INSTALLATIONON A SLATE ROOFN.T.S.45 PROPERTY LINE1A4.12A4.1MATCH GARAGEDOOR HEIGHT21WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS2'-0"9'-5 3/8"18 5/8"1'-6"8'-0"22'-0"24'-0"23'-0"2'-0"2'-0"2'-0"3-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"8'-0"30"36"1'-0"1'-0"18"18"18"30"BLACK SHINGLES3'-0"1"T R A S HPOP OUT F.P. 6"SIDE MOUNT FLUE4'-0" WIDE EUROPEANCASEMENTFIXEDCOPPER SKYLIGHT18" KICK PLATE3" BRICK VENEER23'-6 3/4" CITY BUILDING HEIGHTCOPPER SKYLIGHTE10E9E827.127.122 7.519 7.4677.1514A7.319 7.419 7.4UTUTTQJIGHFQ687.15 27 7.727 7.7 14A 7.3 12A7.31A4.22A4.21A4.312349'-5 3/8"18 5/8"23'-0"22'-0"24'-0"WHITE 2-1/2" BRICK WHITE WASHEDBLACK SHINGLES @GARAGE DOORWHITE 2-1/2" BRICK WHITE WASHED9'-11 3/8"7'-6"5'-9"3'-6"7'-0"7'-0"7'-0"2ND FLOOR BLACK PAINTED SHINGLES9'-6"1'-0"18 5/8"4'-0"30"30"L13.50' EXISTING GRADE AVE. T.O. CURBCSPRING POINTCENTER TUB ON RIDGES(SHIFT 6")T.O. WINDOWCOURSE OF 2-1/2""WHITEWASHED" BRICK VENEER4-1/2" SHINGLES EXPOSUREPAINTED PLACKDUNN EDWARDS "BALLAST BLACK"BRICK HEADERRECESSED WINDOWSTEPPING BRICK13.50' EXISTING GRADE AVE. T.O. CURB9'-5 3/8"1'-6 5/8"23'-0"22'-0"24'-0"COPPERSKYLIGHT8'-2"BOTTOM OF TRELLIS23'-6 3/4" CITY BUILDING HEIGHT13.50' ESTABLISHEDGRADE DETERMINATION2'-0"1234555 7.1227 7.724 7.667 7.1527 7.768 7.15SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,ELEVATION NOTESEXTERIOR STAIR RISER, SEE MATERIAL AND FINISH INDEX. RISE AND RUN PERLANDSCAPE ARCHITECT'S DRAWINGS. ALSO REFER TO CIVIL PLANS FOR FINISHEDSURFACE ELEVATIONS AT TOP AND/OR BOTTOM OF STAIRS.WALL CAP PER MATERIAL AND FINISH INDEX. WHERE WALL IS USED AS A GUARDRAIL:TOP OF WALL SHALL NOT BE LESS THAN 36" ABOVE FINISHED SURFACE. AT STAIRS AHANDRAIL SHALL BE INSTALLED AT NO HIGHER THAN 34" ABOVE NOSE OF TREADS.COPPER CHIMNEY CAPS. PREFABRICATED U.N.O. ALSO, SEE SPECIFICATIONS.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITES. SEE MATERIALAND FINISH INDEX AND DOOR AND WINDOW SCHEDULES FOR MANUFACTURER, FINISHAND GENERAL NOTES.SIDE YARD ACCESS GATES.ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEY'S.TOP OF CHIMNEY CAP SHALL NOT EXCEED 4' ABOVE ANY ROOF OR HORIZONTALSURFACE WITHIN' 10'.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE. SEE ELECTRICAL SHEETSFOR EXACT LOCATIONS.CONTINUOUS METAL WEEP SCREED (MATERIAL PER SPECIFICATIONS). LOCATE WEEPSCREED AT LOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATEJUNCTURE (SEE DETAILS).SLOPE ALL DECK SURFACES 2% TOWARDS DRAINS. SEE ARCHITECTURAL PLANSAND/OR DRAINAGE PLANS.COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.SITE WALLS. SEE GRADING PLANS FOR ELEVATIONS. SEE STRUCTURAL ENGINEER'SDRAWINGS FOR CONSTRUCTION. PROVIDE GRAVEL BACK-FILL AND DRAINAGE ATFOOTING OF WALL (SEE STRUCTURAL AND CIVIL ENGINEER'S DETAILS). SEE GRADINGPLAN FOR DRAINS. PROVIDE WATERPROOFING SYSTEM (SEE SPECIFICATIONS) AT ALLRETAINING WALLS.PROVIDE GARAGE VENTING PER U.B.C. REQUIREMENTS.GUARDRAILS SHALL BE A MINIMUM HEIGHT OF 42" MEASURED FROM TOP OF FINISHEDSURFACE (T.O.F.S.) UNLESS NOTED OTHERWISE. OPEN GUARDRAILS SHALL HAVEINTERMEDIATE MEMBERS SPACED SUCH THAT NO SPHERE OF 4" DIAMETER SHALLPASS THROUGH. (34" MAX BETWEN GLASS PANELS). REFER TO DETAILS FOR MOREINFO.FINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCE WITHTHE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.GARAGE DOORS. DOUGLAS FIR, PAINTED, WITH TRANSOM WINDOWS PERMANUFACTURER. SEE MATERIAL AND FINISH INDEX AND DOOR SCHEDULE FORSPECIFICATIONS.GLASS ON ALL SWINGING DOORS: GLAZING WITHIN 18" OF THE ADJACENT FLOORWALKING SURFACE SHALL BE FULLY TEMPERED.GLASS GUARDRAIL w/ WOOD PAINTED FRAME. SEE SPECIFICATIONS AND DETAILS.GLASS TO BE "ORNILUX" TYPE AT ALL CANAL FACING GUARDRAILS TO MINIMIZE BIRD-STRIKE POTENTIAL.PROVIDE GAS LINESTONE VENEER. ELDORADO STONE ICC ES EVALUATION REPORT ESR 1215ANCHOR PER MANUFACTURE. AVG WEIGHT DOES NOT EXCEED 15 LBS PER SQUAREFOOT - PROVIDE 5'-0"x5'-0" MOCK-UP FOR OWNER AND ARCHITECT APPROVAL.BUILT-OUT WOOD EAVE. SEE DETAILS FOR MORE INFORMATION.CURB MOUNTED SKYLIGHT. SEE MANUFACTURER'S SPECIFICATIONS FOR MOREINFORMATION.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.ADDRESS SIGN @ 6' A.F.F.26.METAL CLAD DOORS AND WINDOWS. SEE MATERIAL AND FINISH INDEX AND DOORAND WINDOW SCHEDULES FOR MANUFACTURER, FINISH, AND GENERAL NOTES.27.28.25.24.TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINAL SELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT.CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER ANDARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BY OWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCKUP FOR APPROVAL BY OWNER AND ARCHITECT.29. EXTERIOR COLD WATER SHOWER SHOWER HEAD MAY NOT EXCEED 6'-0" IN HEIGHTWITHIN THE SIDE YARD SETBACK.NOT USED30. FEMA FLOOD VENTING SHALL CONSIST OF TWO OPPOSING VENTS, BOTTOM OFOPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETECURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT OFFLOOR AREA. NBMC 15.50.200(D)WEST SIDE ELEVATION1/4" = 1'-0"2NORTH ELEVATION1/4" = 1'-0"1FLOOD HAZARD ZONEA. STRUCTURES CONSTRUCTED IN WHOLE, OR IN PART, IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) ASESTABLISHED IN FIRM DATED MARCH 21, 2019 SHALL CONFORM TO THE REQUIREMENTS OF NBMC 15.50 AND INACCORDANCE WITH ASCE 24 SUBJECT TO LIMITATION OF THIS CODE SECTION 15.05.100.a. THE LOT IS PARTIALLY IN FLOOD ZONE AE8. THE DESIGN FLOOD ELEVATION WILL BE AT 9’ NAVD88.B. SFHA AE, AO1 & AO2. GARAGE AND CARPORT FINISHED SLAB MAY BE LOCATED BELOW THE BFE, PROVIDED THESLAB ELEVATION IS ABOVE ADJACENT GRADE. SHOW A MINIMUM OF TWO FLOOD VENT OPENINGS AT OPPOSITE SIDESOF THE GARAGE ON THE FOUNDATION PLAN, EXTERIOR ELEVATIONS, AND FLOOR PLAN.a. THE BOTTOM OF FLOOD VENT OPENINGS MUST BE WITHIN 1 FT. OF THE ADJACENT EXTERIOR GRADE.b. THE TOP OF FLOOD VENT OPENINGS MUST BE BELOW THE BFE.c. PROVIDE ONE SQUARE INCH OF OPENING PER EACH SQUARE FOOT OF GARAGE AREA. INDICATE THE LOCATIONWITH DIMENSIONS AND AREAS OF THE OPENINGS ON THE EXTERIOR ELEVATIONS, FOUNDATION PLAN ANDARCHITECTURAL FLOOR PLAN. THE REQUIRED SQUARE INCHES MUST BE WITHIN REQUIREMENTS OF ITEMS A & BABOVE AND THE MINIMUM DIMENSION IN ANY DIRECTION SHALL NOT BE LESS THAN 3 INCHES. NBMC 15.50.200 C.1.D.AND ASCE24 SECTION 2.7.2.1. OR PROVIDE ENGINEERED OPENINGS PER ASCE24 SECTION 2.7.2.2.d. SHOW THESE FLOOD VENT OPENINGS IN BUILDING ELEVATION 2/A3.4 AND 2/A3.1.C. SFHA AE, AO1 & AO2.: WHEN TOP OF GARAGE FLOOR SLAB IS LOWER THAN THE BASE FLOOD ELEVATION (BFE),GARAGE WALLS MUST BE SUPPORTED OVER CONCRETE CURBS WITH TOP OF CURB ONE FOOT ABOVE THE BFE(NAVD88). SEE "LOWEST FLOOR" REGARDING RESTRICTION ON GARAGE SLAB NOT ALLOWED BELOW GRADE. NBMC15.50.050 DEFINITIONSA-3.1EXTERIOR ELEVATION1/4" = 1'-0"ALKE1E16E15E14E13E18E17AABC.3C.1DGGHHIBBAC.1DEHIEADC.3AC.2C.3DC.1AKKKDA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .MATERIAL AND FINISH INDEXROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR:KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS,ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTEINSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSHARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR:FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.46 PROPERTY LINEPROPERTY LINE1A4.12A4.131WHITE 2-1/2" BRICKWHITE WASHED3-1/2" WIDE HORIZONTAL SIDINGPAINTED "WHITE WHITE"22'-0"24'-0"24'-0"23'-0"18 5/8"8'-0"9'-5 3/8"9'-5 3/8"18 5/8"8'-0"23'-0"22'-0"7'-0"3'-6"7'-0"8'-0"7'-0"9'-0"8'-0"3-1/2" WIDE HORIZONTAL SIDINGPAINTED "BALLAST BLACK"DUNN EDWARDS8'-0"9'-0"8'-6"8'-0"2'-0"BLACK SHINGLESFINISH GRADEPLATFORM DECKRETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSE1 1/2"Ø STEEL LADDERSANDY BEACHFTG. DEPTHPER S.E.10'-0"FIREPLACEPER LA4'-0"23'-6 3/4" CITY BUILDING HEIGHT30"18"CONDENSERUNITS5'-6"/A19 7.4/A19 7.4/A40 7.1039 7.10/A39 7.10/A42 7.1041 7.1010 7.2277.7/A27.1/A24 7.6/A27 7.7/A18.1BRICK FIREPLACE1A4.32A4.21A4.218 5/8"1'-6"3'-6"16"1'-6"9'-5 3/8"2'-0"22'-0"8'-0"23'-0"24'-0"18"BLACK SHINGLES3-1/2" WIDE HORIZONTAL SIDING(CLAPBOARD) PAINTED WHITE / WHITEPANEL 1" STANDING SEAMCOPPER ROOFINGFIXEDBLACK SHINGLESPOP OUT F.P. 6"WALL BEYOND18" KICK PLATE18"4'-0"10'-0"3'-0"F.P.23'-6 3/4" CITY BUILDING HEIGHT3'-6"5432147.118 7.4277.751 7.1247.127 7.718.1BRICK FIREPLACE27 7.752 7.1223 7.522 7.511 7.2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,EAST SIDE ELEVATION1/4" = 1'-0"1SOUTH ELEVATION1/4" = 1'-0"2FLOOD HAZARD ZONEA. STRUCTURES CONSTRUCTED IN WHOLE, OR IN PART, IN FLOOD HAZARD AREAS (INCLUDING A OR V ZONES) ASESTABLISHED IN FIRM DATED MARCH 21, 2019 SHALL CONFORM TO THE REQUIREMENTS OF NBMC 15.50 AND INACCORDANCE WITH ASCE 24 SUBJECT TO LIMITATION OF THIS CODE SECTION 15.05.100.a. THE LOT IS PARTIALLY IN FLOOD ZONE AE8. THE DESIGN FLOOD ELEVATION WILL BE AT 9’ NAVD88.B. SFHA AE, AO1 & AO2. GARAGE AND CARPORT FINISHED SLAB MAY BE LOCATED BELOW THE BFE, PROVIDED THESLAB ELEVATION IS ABOVE ADJACENT GRADE. SHOW A MINIMUM OF TWO FLOOD VENT OPENINGS AT OPPOSITE SIDESOF THE GARAGE ON THE FOUNDATION PLAN, EXTERIOR ELEVATIONS, AND FLOOR PLAN.a. THE BOTTOM OF FLOOD VENT OPENINGS MUST BE WITHIN 1 FT. OF THE ADJACENT EXTERIOR GRADE.b. THE TOP OF FLOOD VENT OPENINGS MUST BE BELOW THE BFE.c. PROVIDE ONE SQUARE INCH OF OPENING PER EACH SQUARE FOOT OF GARAGE AREA. INDICATE THE LOCATIONWITH DIMENSIONS AND AREAS OF THE OPENINGS ON THE EXTERIOR ELEVATIONS, FOUNDATION PLAN ANDARCHITECTURAL FLOOR PLAN. THE REQUIRED SQUARE INCHES MUST BE WITHIN REQUIREMENTS OF ITEMS A & BABOVE AND THE MINIMUM DIMENSION IN ANY DIRECTION SHALL NOT BE LESS THAN 3 INCHES. NBMC 15.50.200 C.1.D.AND ASCE24 SECTION 2.7.2.1. OR PROVIDE ENGINEERED OPENINGS PER ASCE24 SECTION 2.7.2.2.d. SHOW THESE FLOOD VENT OPENINGS IN BUILDING ELEVATION 2/A3.4 AND 2/A3.1.C. SFHA AE, AO1 & AO2.: WHEN TOP OF GARAGE FLOOR SLAB IS LOWER THAN THE BASE FLOOD ELEVATION (BFE),GARAGE WALLS MUST BE SUPPORTED OVER CONCRETE CURBS WITH TOP OF CURB ONE FOOT ABOVE THE BFE(NAVD88). SEE "LOWEST FLOOR" REGARDING RESTRICTION ON GARAGE SLAB NOT ALLOWED BELOW GRADE. NBMC15.50.050 DEFINITIONSA-3.2EXTERIOR ELEVATION1/4" = 1'-0"ELEVATION NOTESEXTERIOR STAIR RISER, SEE MATERIAL AND FINISH INDEX. RISE AND RUN PERLANDSCAPE ARCHITECT'S DRAWINGS. ALSO REFER TO CIVIL PLANS FOR FINISHEDSURFACE ELEVATIONS AT TOP AND/OR BOTTOM OF STAIRS.WALL CAP PER MATERIAL AND FINISH INDEX. WHERE WALL IS USED AS A GUARDRAIL:TOP OF WALL SHALL NOT BE LESS THAN 36" ABOVE FINISHED SURFACE. AT STAIRS AHANDRAIL SHALL BE INSTALLED AT NO HIGHER THAN 34" ABOVE NOSE OF TREADS.COPPER CHIMNEY CAPS. PREFABRICATED U.N.O. ALSO, SEE SPECIFICATIONS.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITES. SEE MATERIALAND FINISH INDEX AND DOOR AND WINDOW SCHEDULES FOR MANUFACTURER, FINISHAND GENERAL NOTES.SIDE YARD ACCESS GATES.ASPHALT SHINGLE ROOF. SEE COVER SHEET.UNDERLAYMENT PER MANUFACTURER.WOOD CASING, TRIM, BANDING, AND COLUMNS; PAINTED, TYP.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACE CHIMNEY'S.TOP OF CHIMNEY CAP SHALL NOT EXCEED 4' ABOVE ANY ROOF OR HORIZONTALSURFACE WITHIN' 10'.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE. SEE ELECTRICAL SHEETSFOR EXACT LOCATIONS.CONTINUOUS METAL WEEP SCREED (MATERIAL PER SPECIFICATIONS). LOCATE WEEPSCREED AT LOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATEJUNCTURE (SEE DETAILS).SLOPE ALL DECK SURFACES 2% TOWARDS DRAINS. SEE ARCHITECTURAL PLANSAND/OR DRAINAGE PLANS.COPPER EXPOSED GUTTER (5") AND EXPOSED DOWNSPOUTS (3"). SEE MATERIAL ANDFINISH INDEX. ALL DOWNSPOUTS TIE INTO SUB-SURFACE DRAINAGE SYSTEM PERCIVIL. ALSO, SEE SPECIFICATIONS.SITE WALLS. SEE GRADING PLANS FOR ELEVATIONS. SEE STRUCTURAL ENGINEER'SDRAWINGS FOR CONSTRUCTION. PROVIDE GRAVEL BACK-FILL AND DRAINAGE ATFOOTING OF WALL (SEE STRUCTURAL AND CIVIL ENGINEER'S DETAILS). SEE GRADINGPLAN FOR DRAINS. PROVIDE WATERPROOFING SYSTEM (SEE SPECIFICATIONS) AT ALLRETAINING WALLS.PROVIDE GARAGE VENTING PER U.B.C. REQUIREMENTS.GUARDRAILS SHALL BE A MINIMUM HEIGHT OF 42" MEASURED FROM TOP OF FINISHEDSURFACE (T.O.F.S.) UNLESS NOTED OTHERWISE. OPEN GUARDRAILS SHALL HAVEINTERMEDIATE MEMBERS SPACED SUCH THAT NO SPHERE OF 4" DIAMETER SHALLPASS THROUGH. (34" MAX BETWEN GLASS PANELS). REFER TO DETAILS FOR MOREINFO.FINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCE WITHTHE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.GARAGE DOORS. DOUGLAS FIR, PAINTED, WITH TRANSOM WINDOWS PERMANUFACTURER. SEE MATERIAL AND FINISH INDEX AND DOOR SCHEDULE FORSPECIFICATIONS.GLASS ON ALL SWINGING DOORS: GLAZING WITHIN 18" OF THE ADJACENT FLOORWALKING SURFACE SHALL BE FULLY TEMPERED.GLASS GUARDRAIL w/ WOOD PAINTED FRAME. SEE SPECIFICATIONS AND DETAILS.GLASS TO BE "ORNILUX" TYPE AT ALL CANAL FACING GUARDRAILS TO MINIMIZE BIRD-STRIKE POTENTIAL.PROVIDE GAS LINESTONE VENEER. ELDORADO STONE ICC ES EVALUATION REPORT ESR 1215ANCHOR PER MANUFACTURE. AVG WEIGHT DOES NOT EXCEED 15 LBS PER SQUAREFOOT - PROVIDE 5'-0"x5'-0" MOCK-UP FOR OWNER AND ARCHITECT APPROVAL.BUILT-OUT WOOD EAVE. SEE DETAILS FOR MORE INFORMATION.CURB MOUNTED SKYLIGHT. SEE MANUFACTURER'S SPECIFICATIONS FOR MOREINFORMATION.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.ADDRESS SIGN @ 6' A.F.F.26.METAL CLAD DOORS AND WINDOWS. SEE MATERIAL AND FINISH INDEX AND DOORAND WINDOW SCHEDULES FOR MANUFACTURER, FINISH, AND GENERAL NOTES.27.28.25.24.TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINAL SELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT.CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER ANDARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BY OWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCKUP FOR APPROVAL BY OWNER AND ARCHITECT.29. EXTERIOR COLD WATER SHOWER SHOWER HEAD MAY NOT EXCEED 6'-0" IN HEIGHTWITHIN THE SIDE YARD SETBACK.NOT USED30. FEMA FLOOD VENTING SHALL CONSIST OF TWO OPPOSING VENTS, BOTTOM OFOPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETECURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT OFFLOOR AREA. NBMC 15.50.200(D)E4E2E6E5E22E19E20TCQONBSRPPSMMOBFQAABC.3C.1DGGIBDEIEDAC.1DC.2DAC.1IBBGLEC.2C.2PBC.1C.2KLFYA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .MATERIAL AND FINISH INDEXROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR:KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS,ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTEINSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSHARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR:FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.47 24'-0"22'-0"GREAT ROOMKITCHEN1A4.32A4.21A4.29'-2"BEDROOM 5BEDROOM 6BATHBATHF.P.OFFICE / BEDROOM 4BATH7'-0"POOL CABANAPRIMARY SUITE5'-9"1'-3"R3'-5 1/2"@ STUDS9'-4 5/8"23'-0"9'-0"2'-0"9'-5 3/8"1'-6 5/8"5'-9"DINING ROOM9'-0"9'-4 5/8"5432127.1147.3147.327.1197.467.2DIIAD24'-0"22'-0"1A4.32A4.21A4.2BEDROOMBATHMUD ROOM / PANTRYLAUNDRY7'-0"PRIMARY BATHSHOWERSTAIN GRADE RIFT CUTWHITE OAK5'-9"1'-3"9'-0"R3'-5 1/2"@ STUDS5'-9"7'-0"2'-0"23'-0"9'-5 3/8"7'-11 1/4"1'-6 5/8"9'-8 5/8"9'-5 3/8"8'-9 1/2"8'-0"8'-1"1/4":1'-0" SLOPE@ DECKEXPOSED STEEL I-BEAM1 1/2"Ø STEEL LADDER1/2":1'-0" SLOPE@ DECK8'-0"8'-6"TOWELR24'-0"PITCH BREAK5432127.166/68 7.1527.1197.4197.466/68 7.1566/68 7.1548 7.1148 7.11DAKKSECTION1/4" = 1'-0"2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SECTION 1/4" = 1'-0"1A-4.1BUILDING SECTIONS1/4" = 1'-0"103102V207211215216AAAHSECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.PROVIDE MINIMUM ½ INCH GYPSUM BOARD ON THE GARAGE SIDE ELSEWHERE. TABLER302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1. ALL FIREPLACES INTERIOR AND EXTERIOR TO BE “MASONLITE FIREBOX WITHMETALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL INSTRICT ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS ANDRECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAXTWO 45 DEGREE OFFSETS….FLUE SIZE 22” WITH 2” CLEARANCE ALL AROUND.FIREBOX SIZE TO BE SQUARE AND SIZED PER INTERIOR DESIGNER….FORBIDDING SAKE…BID A 42” X 42” FIREBOX SIZE."NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .MATERIAL AND FINISH INDEXROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR:KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS,ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTEINSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSHARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR:FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.AI48 22'-0"BEDROOM 6T E R R A C EDINING ROOMPROPERTY LINEPROPERTY LINE10'-0" SETBACKDEAD LEVEL IPE WOODDECK ON PEDESTALS13.50' T. O.EXISTING BULKHEAD4'-0"CLEARSLOPE 2% TO STREETPRIMARY CLOSET4-CAR GARAGEEXPOSED STEEL I-BEAMDECK9'-5 3/8"2'-0"23'-0"18 5/8"24'-0"9'-4 5/8"9'-0"8'-1"R16'-0"9'-0"9'-0"7'-6"9'-5 3/8"3'-0"0'-6"9'-0"8'-0"ELEVATORSUNKEN LAWNFCUABCDEF677.15117.2167.4RETRACTABLE AWNINGMOTORIZED & WINDTURBINE AUTO CLOSEAQUARIUMEXERCISE ROOM/BEDROOM 3OFFICE/ BEDROOM 4POOL CABANAENTRY FOYERPROPERTY LINEPROPERTY LINEKICK PLATE13.50' T. O. BULKHEADBLACK SHINGLESSANDY BEACHBRICK DENTIL DETAIL ATINSIDE OF BARREL ONLY.MATCH DETAIL 69/A7.15R2'-10"@ STUDS5'-9"13'-0"5'-9"4'-0"5'-9"7'-0"RECESS FORLIGHTING10'-1"9'-2 1/2"BRICK DENTIL DETAIL ATWOOD & BRICK TRANSITION4'-0"STEPPING BRICK9'-0"9'-4 5/8"1'-6"ABCDEF11 7.269/707.15127.3 11 7.2117.248 7.1148 7.1157.1 SECTION1/4" = 1'-0"2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SECTION 1/4" = 1'-0"1SECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.PROVIDE MINIMUM ½ INCH GYPSUM BOARD ON THE GARAGE SIDE ELSEWHERE. TABLER302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1. ALL FIREPLACES INTERIOR AND EXTERIOR TO BE “MASONLITE FIREBOX WITHMETALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL INSTRICT ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS ANDRECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAXTWO 45 DEGREE OFFSETS….FLUE SIZE 22” WITH 2” CLEARANCE ALL AROUND.FIREBOX SIZE TO BE SQUARE AND SIZED PER INTERIOR DESIGNER….FORBIDDING SAKE…BID A 42” X 42” FIREBOX SIZE."NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA-4.2BUILDING SECTIONS1/4" = 1'-0"QQE19E22X220221ZE24D204105ABACADAEEFE7AGAFA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .MATERIAL AND FINISH INDEXROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR:KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS,ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTEINSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSHARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR:FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.BBBHDDIIIIFAGAEJKKKK.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.22449 PROPERTY LINEPROPERTY LINESLOPE 2% TO STREET13.50' T. O.EXISTING BULKHEAD24'-0"18 5/8"2'-0"9'-5 3/8"23'-0"22'-0"34"8'-0"1"ABCDEF677.1597.2/A87.2SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,SECTION1/4" = 1'-0"1A-4.3BUILDING SECTION1/4" = 1'-0"FE8BHDIFGAKJLSECTION NOTESFINISHED GRADE. ALL SITE WORK TO BE COMPACTED IN STRICT ACCORDANCEWITH THE SOILS ENGINEER'S RECOMMENDATIONS AND SPECIFICATIONS.PROVIDE DRAFT STOPS WITHIN' ATTICS, MANSARDS, OVERHANGS, AND SIMILARCONCEALED SPACE FORMED OF COMBUSTIBLE CONSTRUCTION. [91.708.3.1.2.2](3000 SQ. FT. & 60' MAX.)FLOOR JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACING,BLOCKING AND SPECIFICATIONS. PREMIUM GRADE.ROOF RAFTERS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. MOCK-UP RAFTERS TO DETERMINE AND VERIFY RIDGEBEAMS DO NOT EXCEED MAXIMUM HEIGHT AS REQUIRED BY THE CITY OFNEWPORT BEACH. CONTRACTOR TO OBTAIN CERTIFIED SURVEYOR TO CONFIRMALL MOCKED-UP RIDGE BEAMS BEFORE RIDGE BEAMS ARE SET AND RAFTERSARE LAID OUT.CEILING JOISTS: SEE STRUCTURAL ENGINEER'S DRAWINGS FOR SIZE, SPACINGAND SPECIFICATIONS. VAULTS TO BE CONSTRUCTED WITH PLYWOOD GUSSETS.SEE INTERIOR ELEVATIONS FOR RADIUS AND INTERSECTION POINTS IF NOTSPECIFIED IN BUILDING SECTIONS.FLOOR SHEATHING: PLYWOOD PER STRUCTURAL ENGINEER.SUB-FLOOR: 1-1/2" LIGHT WEIGHT CONCRETE FOR LEVELING PURPOSES ONLY.EXISTING CONCRETE SLAB FOUNDATION IS AT DIFFERENT ELEVATIONS.DECK SHEATHING: SEE STRUCTURAL DRAWING FOR SIZE, SPACING ANDSPECIFICATIONS. SLOPE SHEATHING 1/4" PER 1'-0" TO DRAINS MINIMUM. VERIFYINSTALLATION WITH DECK MANUFACTURER'S SPECIFICATIONS ANDRECOMMENDATIONS. VERIFY WEIGHT OF ADDITIONAL GROUTING FOR THEOWNER APPROVED MOCK-UP WITH STRUCTURAL ENGINEER BEFOREFABRICATION.DECK WATERPROOFING TO BE INSTALLED IN STRICT ACCORDANCE WITHMANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. CONTRACTOR TOWARRANTY ALL WORK.ROOF SHEATHING: SEE STRUCTURAL DRAWING FOR THICKNESS AND NAILINGSPECIFICATION.THERMAL INSULATION: PROVIDE R-30 AT ALL EXTERIOR WALLS, IN ROOF, ANDALL FLOOR JOIST AREAS INTERIOR AND EXTERIOR. PROVIDE R-19 AT ALLINTERIOR WALLS. SEE TITLE-24 ENERGY REPORT.CONTINUOUS STAINLESS STEEL WEEP SCREED. LOCATE WEEP SCREED ATLOWEST POSSIBLE POINT OF CONCRETE FOOTING AND SILL PLATE JUNCTURE.NEW ROOF MATERIAL, SEE ROOF PLAN FOR MORE INFORMATION. PROVIDE NEWATTIC VENTING AS NEEDED. SEE TITLE 24 REPORT FOR MORE INFORMATION.PROVIDE APPROVED SPARK ARRESTORS AT TOPS OF ALL FIREPLACECHIMNEY'S. SEE DETAIL.LIGHT FIXTURE LOCATION. OWNER APPROVED FIXTURE.WALL CONSTRUCTION: 2" X 6" STUDS AT PLATE WALL BEARING. AT THICKENEDWALL CONDITIONS FURR WALL WITH 2" X 4" STUDS TO THICKNESS SHOWN INPLANS. SEE STRUCTURAL ENGINEER'S PLANS FOR SPACING ANDSPECIFICATIONS. FIRE BLOCK STUDS AT CEILINGS AND/OR AT 10' VERTICALINCREMENTS MEASURED FROM TOP OF SUBFLOOR.CONCRETE SLAB BASE MATERIAL AND MEMBRANE:SHALL BE PROPERLY LAPPED AND SEALED TO PREVENT MOISTURE INFILTRATIONPER STRUCTURAL ENGINEER'S PLANS AND SPECIFICATIONS. UNDER-SLABWATERPROOFING PER SPECIFICATIONS. INSTALL PER MANUFACTURER'SRECOMMENDATIONS. VERIFY EACH OF THE FOLLOWING PRIOR TO POURINGCONCRETE:a. ALL IN-SLAB ELECTRICAL AND LOW VOLTAGE ON ELECTRICAL PLANS.b. ALL FLOOR DRAINS ON PLUMBING PLANS. NOTE: NO WATER LINES TO RUNIN CONCRETE SLAB OR UNDER-FLOOR WITH THE EXCEPTION OF THEKITCHEN ISLAND AND ANY FLOOR HEATING SYSTEMS WHERE APPLICABLE.c. ALL HVAC AND APPLIANCE DUCTING.d. ALL FINISH FLOOR THICKNESS FOR SPECIFIED FLUSH TRANSITION (18"TOLERANCE).e. ALL ROOF DRAINS AND IN-SLAB LEADER OUTLETS. EXPANSION JOISTS ATGARAGE SLABS. SEE STRUCTURAL PLANS FOR GRID DIMENSIONS.SEE STRUCTURAL ENGINEER'S DRAWINGS FOR ALL FOOTING SIZES ANDDETAILS.WINDOWS AND DOORS. SEE DOOR AND WINDOW SCHEDULES. GLASS ON ALLSWINGING DOORS: GLASS WITHIN 18" OF THE ADJACENT WALKING SURFACESHALL BE FULLY TEMPERED.INTERIOR STUD WALLS (2X6). SPACING PER STRUCTURAL ENGINEER'SDRAWINGS. ALL INTERIOR WALLS TO RECEIVE 5/8" GYP. BRD. (TYPE 'X' ON THEWALLS AND CEILING OF GARAGE). COLOR AND FINISH PER INTERIORDESIGNER/ARCHITECT/OWNER.1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.21.22.NOT USEDGLASS GUARDRAILS AND BALCONIES. GUARDRAILS SHALL BE A MINIMUM HEIGHT OF42" MEASURED FROM TOP OF FINISHED SURFACE (T.O.F.S.) UNLESS OTHERWISENOTED. 3/4" CLEAR OPENING MAXIMUM BETWEEN GLASS PANELS. SHOP-DRAWINGSTO BE APPROVED BY OWNER AND ARCHITECT. SEE DETAILS. FINISH SURFACE FORGUARD RAILS AT CANTILEVERED DECK AT WATER LINE IS AT TOP OF SAND. SEEDIMENSIONS FOR OVERALL HEIGHT."DRESS" STONE VENEER (NATURAL SANTA BARBARA STONE VENEER), SEE MATERIAL ANDFINISH INDEX ON ELEVATION SHEETS OR COVER SHEET.PROVIDE HANDRAIL AT ONE OR BOTH SIDES OF STAIR AS SHOWN. THE TOP OFHANDRAILS AND HANDRAIL EXTENSIONS SHALL NOT BE PLACED LESS THAN 34INCHES NOR MORE THAN 38" ABOVE LANDINGS AND THE NOSING OF TREADS.HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND AT LEASTONE HANDRAIL SHALL EXTEND IN THE DIRECTION OF THE STAIR RUN NOT LESS THAN12 INCHES BEYOND THE TOP RISER NOR LESS THAN 12 INCHES BEYOND THEBOTTOM RISER. ENDS SHALL BE RETURNED OR SHALL HAVE ROUNDEDTERMINATIONS OR BENDS. [U.B.C. 1003.3.3.6]SEE DETAILS.ENCLOSED USABLE SPACE UNDER INTERIOR STAIRS REQUIRES 1/2 " GYPBOARD ONWALLS AND CEILINGS PER CBC 1009.5.3.GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED BY NO LESS THAN 5/8INCHES TYPE X GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.PROVIDE MINIMUM ½ INCH GYPSUM BOARD ON THE GARAGE SIDE ELSEWHERE. TABLER302.6OPENINGS IN 1-HOUR OCCUPANCY SEPARATION SHALL BE OF EQUAL FIRERESISTANCE (1-HOUR). DOORS SHALL BE SELF-CLOSING, SOLID CORE WITH 20MINUTE LABEL. SEE DOOR SCHEDULE.EXPOSED STRUCTURAL FRAMING. REFER TO CEILING & ARCH PLAN ANDSTRUCTURAL ENGINEER'S DRAWINGS FOR LUMBER SIZES. VERIFY WITH ARCHITECTPRIOR TO ORDERING LUMBER. ALL CONNECTIONS SHALL BE CONCEALED.ELEVATOR SHAFT SHALL PROVIDE 1-HOUR SEPARATION ON ENCLOSED FACE OFFRAMING AND SHALL BE ENCLOSED AT TOP OF SHAFT (UBC 711.2).ELEVATOR PIT DEPTH PER MANUFACTURER. VERIFY WITH STRUCTURAL.NOTHING ON DECK TO EXCEED 24'-0" HIGH FROM F.F.E. 9.00TREATED WOOD OVERLAPPING CLAPBOARD SIDING; 4" CUSTOM MILLED HORIZONTAL.FINALSELECTION AND COLOR TO BE DETERMINED BY OWNER AND ARCHITECT. CONTRACTORTO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVAL BY OWNER AND ARCHITECT.TREATED WOOD 12" T&G, VERTICAL SIDING. FINAL SELECTION AND COLOR TO BEDETERMINED BYOWNER AND ARCHITECT. CONTRACTOR TO PROVIDE 5'-0"x5'-0" MOCK UP FOR APPROVALBY OWNER AND ARCHITECT.23.24.25.26.27.28.29.30.31.32.33.34.NOT USED20.NOTES:1. ALL FIREPLACES INTERIOR AND EXTERIOR TO BE “MASONLITE FIREBOX WITHMETALBESTOS/ SUPERIOR FLUE OR EQUAL.2. 2" CLEARANCE TO WOOD ON ALL SECTIONS OF FIREBOX AND FLUE. INSTALL INSTRICT ACCORDANCE WITH MANUFACTURER’S SPECIFICATIONS ANDRECOMMENDATIONS METALBESTOS/ SUPERIOR OR EQUAL FLUE TO HAVE MAXTWO 45 DEGREE OFFSETS….FLUE SIZE 22” WITH 2” CLEARANCE ALL AROUND.FIREBOX SIZE TO BE SQUARE AND SIZED PER INTERIOR DESIGNER….FORBIDDING SAKE…BID A 42” X 42” FIREBOX SIZE."NOTE:1. UNVENTED AND ENCLOSED RAFTERS TO COMPLY TO CRC SECTION R806.5WHERE BOTTOM SIDE OF EXTERIOR PLYWOOD SHEATHING IS COVERED IN ARADIANT BARRIER FOIL WITH SPRAY FOAM TO FILL ALL JOIST CAVITIES. SEETITLE-24 SPECIFICATIONS COMPLIANCE SHEETSA.CUSTOM STEEL WINDOWS AND DOORS WITH TRUE DIVIDED LITESMANUFACTURER: STEELWORKS OR EUROLINE OR EQUAL AS APPROVED BY ARCHITECTAND OWNER.GLASS:GLAZING TO BE DOUBLE PANE LAMINATED GLASS WITH 99% U.V. BLOCKMEMBRANE. AIR SPACE BETWEEN GLASS PER TITLE 24 CALCULATIONS..SPACER BAR TO BE THE COLOR OF THE EXTERIOR STEEL OPENING.VERIFY RATING WITH T-24 ENERGY CALCULATIONS SPECIFICATIONS.EXTERIOR COLOR: OILED-RUBBED BRONZE FINISH WITH ALUM. STOPS BEING THE SAMECOLOR FINISH AS THE OPENING.DOOR HARDWARE: OIL RUBBED BRONZE FINISH FACE PLATES ON DOORS.NOTES:- 7/8" MUNTIN BARS.- FULL EUROPEAN CASEMENTS WITH HOLD OPEN HARDWARE.- ALL SHOP DRAWINGS, HARDWARE SAMPLES, AND FINISH SAMPLES TO BE APPROVEDBY ARCHITECT AND OWNER BEFORE PROCEEDING TO FABRICATION.B.EXPOSED GUTTER WITH EXPOSED DOWNSPOUTS COPPERMATERIAL: 5" DIAMETER EXPOSED HALF ROUND GUTTERS AND 3” EXPOSEDDOWNSPOUTS WITH COLLECTOR BOXES PER DETAIL. SUPPORTED BYBRACKETS .MATERIAL AND FINISH INDEXROOF SECTION. CAST IRON WILL BE USED IN WALL.- PREPARE ALL CONCRETE SLABS FOR CONCEALED DOWNSPOUTS.- LOCATIONS OF DOWNSPOUTS SHOWN ON ROOF PLAN. CONTRACTOR TO NOTIFYARCHITECT OF ANY DOWNSPOUTS NEEDING RELOCATION PRIOR TO INSTALLATION.C.EXTERIOR WALLSC.1 - CEDAR VALLEY HANDCRAFTED EVEN BUTTLINE- OPEN KEYWAYWOOD SHINGLE PANELS, 5.3” EXPOSURE, MITERED CORNERS EXP 90 FLUSH, WITH5/4” X 5/4” CEDAR INSIDE CORNERS.ONE HOUR RATING.COLOR: KELLY MOORE PAINTS-BAY WHARF- KM5805UNDERLAYMENT:TYVEK WITH TWO LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SHINGLES.C.2 - 4” WIDE WOOD CLAPBOARD SIDING, MITERED CORNERS.COLOR:FARROW AND BALL- ALL WHITE NO.2005 EGGSHELL FINISH.UNDERLAYMENT:TYVEK WITH 2 LAYERS OF BUILDING PAPER OVER PER CODE.1"X4” TRIM COLOR: TO MATCH SIDING.C.3 - LIME WASHED BRICK & DENTAL EAVE.RECLAIMED BRICK VENEER 2-1/4"H x 12"L x 2"T VENEER.FINISH JAMES ALEXANDER SPECIALTY PAINTS LIMEWASH - WHITE - SUPER MATT.D.NATURAL SLATE ROOFINGCUPA 7 BLACK SLATE, S-1 RATING, 8" & 10" RANDOM WIDTH x 16" LENGTH 6MM - 7MM(APPROX. .30 OF AN INCH) THICKNESS 8 LBS PER SQ FT IN WEIGHT.ALL METAL FLASHINGS, ALL ROOF FLASHING, NAILING, GUTTERS AND COLLECTOR BOXES, DOWNSPOUTS TO BECOPPER….ONLY COPPER CAN TOUCH THE SLATE.UNDERLAYMENTCLASS A UNDERLAYMENT OVER ENTIRE ROOF.3/4” PLYWOOD ROOF SHEATHING WITH 2 LAYERS WIP CARLYLE 300HT MEMBRANEWITH 1 LAYER 72 POUND GRANULAR SURFACE CAP SHEETNOTE INSTALL IN STRICT ACCORDANCE WITH THE "DESIGN AND INSTALLATION MANUAL FORSLATE ROOFS" BY NATIONAL SLATE ASSOCIATION.SEE DETAIL SHEETS IN MANUAL FOR EVERY CONDITION.10 YEAR WARRANTEE BY THE GENERAL CONTRACTOR AND ROOFING SUB-TRADE.MOCK UPPROVIDE 4'X4' MOCK UP OF THE SLATE ROOF FOR OWNERS AND ARCHITECT AND LICAHOA ASSOCIATION APPROVAL.E.EXTERIOR LIGHT SCONCES AND PENDANTSHAND CRAFTED, CUSTOM MADECOLORS: BLACKENED WEATHERED STEEL TO MATCH DOORS AND WINDOWS.F.HARDSCAPE MATERIALALL EXTERIOR HARDSCAPE TO BE ON PEDESTALS AND SET DEAD FLAT ½” BELOW TOP OFDOOR THRESHOLDS PER ADA. PEDESTALS WITH DRAINAGE UNDER WITH A ROUGHCONCRETE SLAB WITH ALL DRAINAGE DIVERTED WITH POSITIVE DRAINAGE AWAY FROMHOUSE PER CIVIL DRAWINGS.IPE WOOD DECK MATERIAL:A. IPE WOOD DECKING 6’’ WIDTHS AND 1/8” SPACING VERIFIED WITH OWNER AND ARCHITECTUPON SEEING MOCK UP. STAINLESS STEEL SCREWS. NATURAL PATINA. ALL DECKING ONPEDESTALS WITH DRAINAGE PER CIVIL ENGINEER DRAWINGS UNDER DECK.B. 3/4” SLAB ANTIQUE LIMESTONE IN PATTERN: COMMON BOND.COLOR:LIGHTEST COLOR.SIZE:LARGE SLABS 24' X 48” OR AS SPECIFIED AND APPROVED PER LANDSCAPE ARCHITECT AND INTERIOR DESIGNER.G.GLASS GUARDRAILSMATERIAL:1/2" CLEAR LAMINATED GLASSHARDWARE:OIL RUBBED BRONZE WALL MOUNT SPACER AND BUTTON PER JOELBERMAN GLASS STUDIO OR APPROVED EQUAL. OR ALUMINUM SHOE PERJULIUS BLUM TOP OIL RUBBED BRONZE HANDRAIL WITH BUTTON: 1-1/2"X2"ROUND- MOCK-UPS, SAMPLES, SHOP DRAWINGS, AND FINISHES TO BE APPROVED PERARCHITECT AND OWNER.H.TRELLIS STEEL BEAMS, CANTILEVERED DECKS, EXPOSED EXTERIOR FRAMINGMATERIAL: STEEL SEE DETAIL -/A7.-.SIZE AND SPACING PER PLAN.COLOR: TBD.NOTES:- SAMPLES AND FINISHES TO BE APPROVED BY ARCHITECT AND OWNER.I.FIREPLACE CHIMNEY TOPCOPPER CAPS, AND LEAD COAT COPPER CAPS TO MATCH ADJACENT ROOF SURFACES.SEE DETAILS AND SPECIFICATIONS FOR MORE INFORMATION..J.SOLAR PANELS FRAMELESS BUTTED TOGETHER TO READ AS ONE PLANE.COLOR: FLAT BLACK, NO SHEEN.MOUNTING: TO BE WITH CLIPS CLAMPED TO METAL ROOF STANDING SEAM. NO PENETRATIONS THROUGH METAL ROOF PANELS.K.SKYLIGHTS TRIPLE PANE BUTT-GLAZED STRUCTURAL GLASS SKYLIGHT ATENTRY AND STAIRWAY LOCATION. VERIFIY T-24 CALCS SPECIFICATIONS.COLOR:SOLAR GREY.L.DOCK DECKING: 6" IPE UNFINISHED WOOD DECKING SCREWED IN PLACE WITHSTAINLESS STEEL SCREWS. SCREW WIDTH SPACING.50 LOT 3208"12"FGFGEEDDCCBBAA112345234512"12"12"1/31/31/38"S.P. 5'-9"R4'-4"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"R2'-8"1A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.19'-2 12" T.O. ARCH5'-9" S.P. + 4'4" RAD. BARREL = 10'-0" T.O. BARRELS.E. TO USE 2x8 JOISTS @ BARREL CEILING ONLY9'-2 12" T.O. ARCHEQEQ5'-2 1/2"4'-10 3/4"4'-10 3/4"4'-10 3/4"4'-10 3/4"1"x6" SQUARE GROOVE PAINT GRADEMDF @ 9'-4 5/8"12" WIDE WHITE OAK BOX BEAMS TOMATCH HARDWOOD FLOOR INMATERIAL, GRAIN, STAIN & SHEEN2"x6" MDF PLANT ON BEAMS PAINTGRADE CEILING EVERY EDGE3/4" CHAMFER 4" FROM JUNCTIONALL PLANT ON BEAMS 2"x6" INEQUAL GRID LAYOUT CENTEREDON KITCHEN SINK WINDOWR3'-4 1/2" R3'-5 1/ 2 " R3'-4 1/2 " R3'-5 1 / 2 "23 7.522 7.5ROLLER SHADESEE DETAIL FORROLLER SHADE IN7"x7" BEAM321GOLF CARTENTRY FOYER-BAR-POOL CABANA-LIVING-BEDROOM-BATH-4-CAR GARAGE-WINE ROOM-KITCHEN-DINING-4MUD ROOM/PANTRY-KITCHEN-PANTRY-BUTLER'SDIST. BOX-ELEC.INFORMAL DINING-POWDER-T E R R A C E5ADUCLOSET-LCLCLCLCLCLCLCLCLCLCLCSPA POOL W/ KNIFE EDGE PERIMETERWATER LEVEL 14.00'B B QGREAT ROOM-DINING-L A W NFC-1FC-3FC-7FC-2WH42"x24" ELEV.EQUIP.ELEV.SCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,A-5.11ST FLOOR REFLECTED CEILING PLANAS SHOWNREFLECTED CEILING PLAN1/4" = 1'-0"19'-2"9'-2"9'-0"9'-4 5/8"9'-5"9'-5"8'-1"BARREL9'-6"7'-11 1/4"7'-11 1/4"7'-6"8'-0"8'-0"9'-6"BARREL1"x6"9'-0"9'-5"9'-4 5/8"9'-8 5/8"8'-0"8'-0"9'-0"9'-0"9'-0"9'-0"9'-1"9'-0"1"x6"2"x6" FLAT9'-4 5/8"VARIES9'-4 5/8"9'-4 5/8"9'-4 5/8"8'-0"9'-3 1/8"9'-4 5/8"9'-0"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"1"x6"4"6"4"4"6"4"9'-0"9'-0"9'-0"9'-0"8'-0"8'-6"51 IPE WOOD DECKLCLCLCIPE WOOD DECKLCFIRST FLOORSHED ROOFPRIMARY SUITE-OFFICE / BEDROOM 4-BEDROOM 5-BEDROOM 6-PRIMARY CLOSET-BEDROOM 3-LAUNDRY-SKYLIGHT ABOVEBATH-BATH-BATH-CLO.-CLO.-CLCLCLLCLCOPENLCSPA BATH-LCPRIMARY BATH-LCFC-4ELEV.LOT 3201A4.12A4.21A4.21A4.32A4.21A4.21A4.32A3.21A3.11A3.22A3.12A4.11A4.12A4.1FGFGEEDDCCBBAA1123452345S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"S.P. 5'-9"47.1ROLLER SHADE/A47.1ROLLER SHADE47.1ROLLER SHADE/A47.1ROLLER SHADER16'-0"R24'-0"1'-3"3'-1"1'-3"3'-1"1'-3"3'-1"1'-3"3'-1"A-5.22ND FLOOR REFLECTED CEILING PLANAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,REFLECTED CEILING PLAN1/4" = 1'-0"18'-6"8'-0"8'-0"8'-0"7'-0"8'-0"8'-0"8'-1"CUT IN BARRELTOP OF BARRELCEIL. @ 8'-4"BOTTOM OFBARREL CEILING@ 7'-4"ELLIPSE8'-0"ELLIPSE7'-0"7'-0"7'-0"ELLIPSEELLIPSESIDES OF BARRELCEILING @ 7'-6"TOP OF BARRELCEIL. @ 8'-0"8'-6"8'-6"8'-6"BACKSTACK RIDGE8'-0" PLATEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGEBACKSTACK RIDGE7'-0"8'-0" PLATE8'-0" PLATE8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"1x6 SQUAREGROOVE @9'-0"1x6 SQUAREGROOVE @9'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"HIPS FLAT @ 8'-6"HIPS FLAT @ 8'-6"8'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"7'-0"1x6 SQUAREGROOVE @ 8'-9 1/2"8'-0"OPENABOVE COURTYARDSEE DETAIL FOR ROLLERSHADE IN 7"x7" BEAM @BAY WINDOWSEE DETAIL FOR ROLLERSHADE IN 7"x7" BEAM @BAY WINDOW8'-0"8'-0"8'-0"8'-0"WOOD BEAM8'-6"8'-6"8'-6"8'-6"8'-6"7'-0"1x6 SQUAREGROOVE @ 8'-9 1/2"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"7'-0"7'-0"7'-0"8'-0"7'-0"52 LM-1LOT MERGER SETAS SHOWNSCALE:SINCLAIR ASSOCIATES ARCHITECTS INC. OWNS THE COPYRIGHT OF THIS UNITDRAWING UNAUTHORIZED PARTIAL OR COMPLETE REPRODUCTION IN EITHER 2OR 3 DIMENSIONAL FORM MAY RESULT IN LEGAL ACTION. THE USE OF THESEPLANS, DETAILS AND SPECIFICATIONS SHALL BE RESTRICTED TO THE ORIGINALSITE FOR WHICH THEY WERE PREPARED AND PUBLICATION THEREOF ISEXPRESSLY LIMITED TO SUCH USE. REPRODUCTIONS, PUBLICATION, OR REUSEBY ANY METHOD IN WHOLE ORE IN PART IS PROHIBITED. TITLE TO THE PLANSAND SPECIFICATIONS REMAIN WITH THE ARCHITECT, SINCLAIR ASSOCIATESARCHITECTS WITHOUT PREJUDICE. VISUAL CONTACT WITH THESE PLANS ANDSPECIFICATIONS SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF THEACCEPTANCE OF THESE RESTRICTIONS.DATE: JOB:DEC. 7, 2021-REVISIONSCOASTAL DEVELOPMENT PERMIT CORRECTED SETNOVEMBER 10, 2022SINCLAIR ASSOCIATES ARCHITECTSA.I.A.BLUE JAY VILLAGE STUDIO, P.O. BOX 3251-92317 | BLUE JAY, CA. 92317 | 310/ 824-9420NEWPORT BEACH, CA 92663PRIVATE RESIDENCE921 & 925 VIA LIDO SOUD,53