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HomeMy WebLinkAbout03_Mumma Residence CDP_PA2020-256 CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT December 10, 2020 Agenda Item No. 3 SUBJECT: Mumma Residence (PA2020-256) ƒ Coastal Development Permit No. CD2020-135 SITE LOCATION: 74 Linda Isle APPLICANT: Ritner Group OWNER: Julie Mumma PLANNER: Joselyn Perez, Assistant Planner 949-644-3312, jperez@newportbeachca.gov LAND USE AND ZONING x General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached) x Zoning District: R-1 (Single-Unit Residential) x Coastal Land Use Plan Category: RSD-B (Single Unit Residential Detached – 6.0 – 9.9 DU/AC) x Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to allow the demolition of an existing single-family residence and the construction of a new 5,327-square-foot residence with attached 867- square-foot, three-car garage. The project also includes new landscaping, hardscaping, drainage, site walls, a reinforced bulkhead cap for protection against coastal hazards, and a cantilevered deck. The design complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) 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 and the exceptions to this exemption do not apply; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2020-135 (Attachment No. ZA 1). 1 Mumma Residence (PA2020-256) Zoning Administrator, December 10, 2020 Page 2 Tmplt: 07/25/19 DISCUSSION Land Use and Development Standards x The subject property is located in the R-1 Coastal Zoning District, which provides for single-unit residential development and is consistent with the City’s Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. x The property currently consists of one legal lot developed with a single-family residence, bulkhead, and cantilevered deck. The neighborhood is predominantly developed with two-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development. x The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front (harbor side) 10 feet 10 feet Front (Linda Isle) 25 feet 25 feet Sides 4 feet 4 feet Allowable Floor Area (max.) 10,976 square feet 6,194 square feet Open Space (min.) 823 square feet 1,685 square feet Parking (min.) 3-car garage 3-car garage Height (max.) 24-foot flat roof 29-foot sloped roof 24-foot flat roof 29-foot sloped roof Hazards x The development fronts the Newport Bay and is protected by a bulkhead. A bulkhead conditions report was originally prepared by William Simpson & Associates, Inc. on August 4, 2020, and was updated on November 13, 2020. The reports concluded that while the bulkhead is in good condition with minor, repairable, cracks, it cannot handle the load of the new cantilevered deck that is proposed. The existing deck will need to be demolished and the bulkhead will need to be reinforced through the installation of new tiebacks and new deadmen. The installation of the tiebacks and deadmen will occur after the demolition of the existing home is complete and prior to the construction of the new home. Once the bulkhead is reinforced in accordance with the enclosed drawings, no repair or replacement of the bulkhead is anticipated within the next 75 years. 2 Mumma Residence (PA2020-256) Zoning Administrator, December 10, 2020 Page 3 Tmplt: 07/25/19 x A Coastal Hazards Report and Sea Level Rise Analysis was prepared by William Simpson & Associates, Inc. dated August 4, 2020, for the project and updated on November 13, 2020. The current maximum bay water elevation is 7.7 feet based on the North American Vertical Datum of 1988 (NAVD88) and may exceed the existing bulkhead during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 2.95-foot increase in the maximum water level over the next 75 years (i.e., the life of the structure). The sea level is estimated to reach approximately 10.65 feet NAVD88 (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing bulkhead is reinforced and capped per the report’s recommendations, flooding, wave runup, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. The new deck will have an elevation of 10.70 feet NAVD88 and has been designed to accommodate any need to raise the bulkhead and deck up to 13.70 feet NAVD88. No waterproof flashing or curb has been required. x The bulkhead and proposed cantilevered deck are within the permitting jurisdiction of the California Coastal Commission. As such, construction activities related to the bulkhead and deck will require a subsequent Approval in Concept (AIC) from the City of Newport Beach and the approval of a separate Coastal Development Permit from the Coastal Commission. Condition of Approval number 3 in the draft resolution requires the Applicant obtain the approval of the additional CDP from the Coastal Commission prior to issuance of demolition permits for the principal structure. x The finish floor elevation of the proposed single-family residence is at a minimum elevation of 9.98 feet NAVD88, which complies with the minimum 9.00-foot NAVD88 elevation standard. x The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. x Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv) (Natural Landform and Shoreline Protection), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The 3 Mumma Residence (PA2020-256) Zoning Administrator, December 10, 2020 Page 4 Tmplt: 07/25/19 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) (General Site Planning and Development Standards). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. Water Quality x 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. x Pursuant to NBMC 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 preliminary Water Quality and Hydrology Plan (WQHP) is required. The preliminary WQHP was prepared by Toal Engineering, Inc. dated August 7, 2020 and has been reviewed and approved by the City’s Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. x The project design also addresses water quality through the inclusion of a post- construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City’s storm drain system. Public Access and Views x Linda Isle is a private, 107-lot, single-family residence community created in 1933 and developed in the 1960s. The community predates the California Coastal Act and does not provide public access to the bay or shore. A gated bridge connects the island to the mainland at Bayside Drive. While Bayside Drive is the first public road paralleling the sea and the project site is located between Bayside Drive and the Harbor, the project will not affect the public’s ability to gain access to, use, and/or view the coast and nearby recreational facilities. 4 Mumma Residence (PA2020-256) Zoning Administrator, December 10, 2020 Page 5 Tmplt: 07/25/19 x The closest designated Public Viewpoint is located approximately 1,200 feet to the east of the property near the intersection of Bayside Drive and Harbor Island Drive. Additionally, the proposed residence is located to the south of Coast Highway and to the west of Bayside Drive, which are both Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project’s compliance with height and setback development standards, the project will not be visible in the aforementioned locations and will not result in impacts to coastal views. As a bayfront property, the west elevation of the new development will be visible from the water. The design complies with all required setbacks which minimizes the appearance of building bulk and the design uses architectural treatments which will enhance views from the water. x NBMC Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on standard R- 1 lot with a new single-family residence. The project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 5,327-square-foot residence with attached 867-square-foot, three-car garage. 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. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the 5 Mumma Residence (PA2020-256) Zoning Administrator, December 10, 2020 Page 6 Tmplt: 07/25/19 provisions of the Municipal Code. A Notice of Filing was posted to the site by the Applicant in accordance with Title 21 requirements. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the NBMC. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: BMZ/jp Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 6 Attachment No. ZA 1 Draft Resolution 7 05-14-19 RESOLUTION NO. ZA2020-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, CALIFORNIA, APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2020-135 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO (2)-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED THREE (3)-CAR GARAGE LOCATED AT 74 LINDA ISLE. (PA2020-256) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Ritner Group (Applicant), with respect to property located at 74 Linda Isle and legally described as Lot 74 of Tract 4003, requesting approval of a coastal development permit. 2. The Applicant proposes to demolish an existing single-family residence and construct a new 5,327-square-foot residence with attached 867-square-foot, three (3)-car garage. The project also includes the construction of landscaping, hardscaping, drainage, site walls, a reinforced bulkhead cap for protection against coastal hazards, and a cantilevered deck. The design complies with all applicable development standards and 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-B (Single Unit Residential Detached – 6.0 – 9.9 DU/AC) and it is located within the R-1 (Single-Unit Residential) Coastal Zone District. 5. A public hearing was held online on December 10, 2020, observing restrictions due to the Declaration of a State Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose of the hearing was given in accordance with 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 pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. 8 Zoning Administrator Resolution No. ZA2020-### Page 2 of 9 02-03-2020 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 one (1) single-family residence and the construction of a new 5,327- square-foot residence with attached 867-square-foot, three (3)-car garage. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 10,976 square feet and the proposed floor area is 6,194 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the property line abutting the Newport Bay, 4 feet along each side property line and 25 feet along the property line abutting the Linda Isle private drive. c. The highest guardrail is less than 24 feet from established grade (10.02 feet North American Vertical Datum [NAVD88]) and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. d. The project includes garage parking for a total of three (3) vehicles, complying with the minimum three (3)-car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two (2)-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development consistent with applicable development standards. 9 Zoning Administrator Resolution No. ZA2020-### Page 3 of 9 02-03-2020 3. The development fronts the Newport Bay and is protected by a bulkhead. A bulkhead conditions report was originally prepared by William Simpson & Associates, Inc. on August 4, 2020 and was updated on November 13, 2020. The reports concluded that while the bulkhead is in good condition with minor, repairable, cracks, it cannot handle the load of the new cantilevered deck that is proposed. The existing deck will need to be demolished and the bulkhead will need to be reinforced through the installation of new tiebacks and new deadmen. The installation of the tiebacks and deadmen will occur after the demolition of the existing home is complete and prior to the construction of the new home. Once the bulkhead is reinforced in accordance with the enclosed drawings, no repair or replacement of the bulkhead is anticipated within the next 75 years. 4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by William Simpson & Associates, Inc. dated August 4, 2020, for the project. The current maximum bay water elevation is 7.7 feet NAVD88 and may exceed the existing bulkhead during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 2.95-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). The sea level is estimated to reach approximately 10.65 feet NAVD88 (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing bulkhead is reinforced and capped per the report’s recommendations, flooding, wave runup, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. No waterproof flashing or curb has been required. 5. The finish floor elevation of the proposed single-family residence is at a minimum elevation of 9.98 feet (NAVD88), which complies with the minimum 9.00-foot (NAVD88) elevation standard. 6. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv) (Natural Landform and Shoreline Protection), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) (General Site Planning and Development Standards). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 7. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 10 Zoning Administrator Resolution No. ZA2020-### Page 4 of 9 02-03-2020 8. As the property is adjacent to coastal waters, a Construction Pollution Prevention Plan (CPPP) 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 by construction chemicals and materials. The project design also addresses water quality through the inclusion of a post-construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event runoff on-site. Any water not retained on-site is directed to the City’s storm drain system. 9. Pursuant to NBMC Section 21.35.050, 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 Hydrology Plan (WQHP) is required. A preliminary WQHP has been prepared for the project by Toal Engineering, Inc. dated August 07, 2020. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 10. Proposed landscaping complies with NBMC Section 21.30.075. A condition of approval is included that requires drought-tolerant species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 11. The closest designated Public Viewpoint is located approximately 1,200 feet to the east of the property near the intersection of Bayside Drive and Harbor Island Drive. Additionally, the proposed residence is located to the south of Coast Highway and to the west of Bayside Drive, which are both Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project’s compliance with height and setback development standards, the project will not be visible in the aforementioned locations and will not result in impacts to coastal views. As a bayfront property, the west elevation of the new development will be visible from the water. The design complies with all required setbacks which minimizes the appearance of building bulk and the design uses architectural treatments which will enhance views from the water. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone . Facts in Support of Finding: 1. Linda Isle is a private, 107-lot, single-family residence community created in 1933 and developed in the 1960s. The community predates the California Coastal Act and does not provide public access to the bay or shore. A gated bridge connects the island to the mainland at Bayside Drive. While Bayside Drive is the first public road paralleling the sea and the project site is located between Bayside Drive and the Harbor, the project will not affect the public’s ability to gain access to, use, and/or view the coast and nearby recreational facilities. 11 Zoning Administrator Resolution No. ZA2020-### Page 5 of 9 02-03-2020 2. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on standard R-1 lot with a new single-family residence. The project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. 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 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 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. 2. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2020-135, subject to the conditions set forth in Exhibit “A,” which is attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the NBMC. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 10TH DAY OF DECEMBER, 2020. _____________________________________ Jaime Murillo, Zoning Administrator 12 Zoning Administrator Resolution No. ZA2020-### Page 6 of 9 02-03-2020 EXHIBIT “A” CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The existing seawall shall be reinforced and capped to 10.65 feet (NAVD88) minimum in accordance with the recommendations provided in the Coastal Hazards Report and Sea Level Rise Analysis prepared by William Simpson & Associates, Inc. and as identified in the approved plans. 3. Prior to the issuance of a demolition permit for the principal dwelling, the Applicant shall obtain approval from the California Coastal Commission to increase the height of the existing bulkhead to a minimum elevation of 10.65 feet (NAVD88) or replace the existing bulkhead with a new bulkhead at a minimum elevation of 10.65 feet (NAVD88). 4. Prior to final building permit inspection, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 5. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of development. This letter shall be scanned into the plan set prior to building permit issuance. 6. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. No demolition or construction materials shall be stored on public property. 7. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 8. This Coastal Development Permit does not authorize any development seaward of the private property. 13 Zoning Administrator Resolution No. ZA2020-### Page 7 of 9 02-03-2020 9. The Applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of native birds pursuant to MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 10. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 11. 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. 12. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 13. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 14. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 15. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 14 Zoning Administrator Resolution No. ZA2020-### Page 8 of 9 02-03-2020 16. The Applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 17. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 18. Prior to the issuance of building permits, the Applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 19. Prior to the issuance of building permits, the Applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 20. 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. 21. Prior to issuance of a building permit, the Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 22. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the approved CPPP and WQHP/WQMP and any changes could require separate review and approval by the Building Division. 23. Prior to the issuance of building permits, the Applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non- invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 24. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 25. Prior to the issuance of building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 15 Zoning Administrator Resolution No. ZA2020-### Page 9 of 9 02-03-2020 26. 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. 27. This Coastal Development Permit No. CD2020-135 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 28. To the fullest extent permitted by law, Applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of Mumma Residence including, but not limited to, Coastal Development Permit No. CD2020-135 (PA2020-256). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by Applicant, City, and/or the parties initiating or bringing such proceeding. The Applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The Applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 16 Attachment No. ZA 2 Vicinity Map 17 VICINITY MAP Coastal Development Permit No. CD2020-135 PA2020-256 74 Linda Isle Subject Property Subject Property 18 Attachment No. ZA 3 Project Plans 19 DETAIL REFERENCESHEET NUMBERSECTION INDICATORREVISION NUMBERREVISION REFERENCEPLAN NOTE REFERENCE NUMBERFLOOR PLAN, SOFFIT/UTILITY,&ELEVATION KEYNOTESECTION INDICATORSHEET NUMBERBUILDING SECTIONPROPOSED USE: NEW SINGLE FAMILY DETACHEDNUMBER OF STORIES: 2CONSTRUCTION TYPE: V-BOCCUPANCY: R-1 DWELLINGS, U- GARAGESFIRE SPRINKLERS: REQUIRED, CRC SEC. R313.3 SYSTEM - NFPA 13D SYSTEM THROUGHOUT INCLUDING ATTIC PER R309.6, R313.1, R313.2 & R313.3ABBREVIATIONSXXXXXXWITHOUTW/OWROUGHT IRONWIWATER HEATERWHWINDOWWDWWOODWDWATER CLOSETWCWITHW/WASHERWVERTICALVERTUNLESS OTHERWISE NOTEDUONUNFINISHEDUNFINUNIFORM BUILDING CODEUBCTYPICALTYPTELEVISIONTVTOP OF WALLTOWTOP OF PAVINGTOPTOP OF MASONRYTOMTOP OF CURBTOCTONGUE AND GROOVET & GTELEPHONETELTRASH COMPACTORTCT & B TOP AND BOTTOMSQUARESQSTANDARDSTDSTAGGEREDSTAGSERVICE SINKSSSHELF AND POLES & PSLIDINGSLSIMILARSIMSHOWERSHOWSHEATHINGSHTGSINGLE HUNGSHSELECT STRUCTURALSSSC SOLID COREROUGH OPENINGROROOF JOISTRJREQUIREDREQ'DREINFORCINGREINFREFRIGERATORREFRREDWOODRDWDROOF DRAINRDRETURN AIR GRILLERAGRADIUSRPOLY VINYL CHLORIDEPVCPRESSURE TREATEDPTDFPOUNDS/SQUARE INCHPSIPOUNDS/SQUARE FOOTPSFPAIRPRPLYWOODPLYWDPUSH-BUTTONPBOPTIONALOPTOPPOSITEOPPON CENTEROCNOT TO SCALENTSNUMBERNONOT IN CONTRACTNICNGNATURAL GRADEMASONRY OPENINGMOMINIMUMMINMANUFACTURERMFRMEDICINE CABINETMCMACHINE BOLTMBMAXIMUMMAXMASONRYMASLAG BOLTLBINTERIORINTINSULINSULATIONHORIZONTALHORIZHEADERHDRHCHOLLOW COREGLUE LAMINATED BEAMGLBGARBAGE DISPOSALGDGALVANIZEDGALVGAUGEGAFOOTINGFTGFOOT/FEETFTFACE OF STUDFOSFACE OF MASONRYFOMFLUORESCENTFLUORFLOORFLRFLOOR JOISTFJFINISHFINFUEL GAS / FINISH GRADEFGFINISH FLOORFFFOUNDATIONFDNFORCED AIR UNITFAUEXTERIOREXTEACH WAYEWEQUIPMENTEQUIPEQUALEQELEVATORELEVEAEACHDOWNSPOUTDSDRAWINGDWGDOWNDNDOUBLE HUNGDHDIMENSIONDIMDIAGONALDIAGDIAMETERDIADETAILDETDRINKING FOUNTAINDFDOUBLEDBLDDRYERCONTCONTINUOUSCONSTCONSTRUCTIONCONC CONCRETECOL COLUMNCLR CLEARCLG CEILINGCJCEILING JOISTCICAST IRONBTM BOTTOMBM BEAMBLKG BLOCKINGBLDG BUILDINGAPPROXIMATELYAPPROXALUMINUMALALTERNATEALTAIR CONDITIONINGA/CANCHOR BOLTABDOUGLAS FIRADAREA DRAINCURTAINCURTDRDOORELELEVATIONFDFLOOR DRAINDISPOSALDISPGIGALVANIZED IRONGLGLASS / GLAZINGLTWT LIGHTWEIGHTOSA OUTSIDE AIRTBTOWEL BARTPD TOILET PAPER DISPENSERTEMPERED GLASSTEMP GLVTR VENT THROUGH ROOFVVOLTSGYPSUM WALLBOARDGYP BDA4.1 BUILDING SECTIONS (3/16" = 1'-0")ARCHITECTURALA3.1PROJECT DATACODE COMPLIANCE:SPECIAL INSTRUCTIONS: FIRE SPRINKLER SYSTEM - NFPA 13DOBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOFSHEATHING INSPECTION74 Linda Isle 2019 CALIFORNIA RESIDENTIAL CODE2019 CALIFORNIA MECHANICAL CODE2019 CALIFORNIA PLUMBING CODE2019 CALIFORNIA ELECTRICAL CODE2019 CALIFORNIA ENERGY CODE2019 CALIFORNIA GREEN BUILDINGSTANDARDS CODE2019 CALIFORNIA ENERGY EFFICIENCYSTANDARDS CODECITY OF NEWPORT BEACH REGULATIONSAND ORDINANCESA4.2RITNER GROUP, INC.503 32ND STREET, SUITE 130NEWPORT BEACH, CA 92663(949) 999-3255PHONE:ARCHITECT/DESIGNRON RITNERCONTACT:OWNER:HENDERSON, NV 89012PHONE: (559) 269-1500FOREST STUDIO332 FOREST AVE. SUITE 4LAGUNA BEACH, CA 92651(949) 497-0202PHONE:BOB WHITECONTACT:INDEX OF DRAWINGSThe Mumma ResidenceCOVER SHEETA5.1 EXTERIOR ELEVATIONS (3/16" = 1'-0")PROJECT DIRECTORY74 LINDA ISLE LLC513 DRAGON GATE COURTCONTACT: JULIE MUMMAA2.2DEFERRED SUBMITTALS: FIRE SPRINKLER - NFPA 13D SYSTEM THROUGHOUT INCLUDING ATTIC HVAC EQUIPMENT AND DUCTWORK ENCROACHMENT PERMITPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:C-1.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-COVERO:\2020-PROJECTS\20002\CD\20002-COVER November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:NROOF PLAN (3/16" = 1'-0")BUILDING SECTIONS (3/16" = 1'-0") GENERAL NOTES:1. THE UTILITY CONSULTING ENGINEER IS TO ATTENDON-SITE MEETINGS WITH THE UTILITY COMPANIESTO DETERMINE ALLOWABLE LOCATIONS. AMINIMUM OF 48 HOURS WRITTEN NOTICE FORTHE MEETING IS REQUIRED.2. REQUIRED HERS TESTING AND/OR VERIFICATION MUST BEDONE BY A CERTIFIED HOME ENERGY RATER UNDER THESUPERVISION OF A CEC-APPROVED HERS PROVIDER USINGCEC APPROVED TESTING AND/OR VERIFICATION METHODSAND MUST BE REPORTED ON THE CF-4R INSTALLATIONCERTIFICATE.3. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORTBEACH DOES NOT RELIEVE APPLICANTS OF THE LEGALREQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS ANDRESTRICTIONS WHICH MAY BE RECORDED AGAINST THEPROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTAC YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENTOF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.4. PRIOR TO PERFORMING ANY WORK IN THE CITYRIGHT-OF-WAYAN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THEPUBLIC WORKS DEPARTMENT.5. A Cal-OSHA PERMIT IS REQUIRED FOR EXCAVATIONSDEEPER THAN 5'-0" AND FOR SHORING AND UNDERPINNING.CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT.6. THE PROJECT LANDSCAPE AREA SHALL BE LESS THAN 500 sf7. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHERFREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWSAND PERMITS.8. FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILSAND HANDRAILS OR ANY COMBINATION THEREOF SHALL NOTEXCEED 42" FROM EXISTING GRADE PRIOR TO CONSTRUCTIONWITHIN THE REQUIRED FRONT YARD SETBACK AREA.9. ALL PERMITS RELATED TO THE PROPOSED PROJECT SHALL BEISSUED AT THE SAME TIME, OR SEPARATE PLANS AND PLANREVIEW WILL BE REQUIRED FOR ITEMS NOT ISSUED WITH THISREVIEW.a. ACCESSORY STRUCTURES, DETACHED PATIO COVERS ANDTRELLISb. MASONRY OR CONCRETE FENCES OVER 3.5 FT HIGHc. RETAINING WALLS OVER 4' FROM BOTTOM OF FOUNDATION TOTOP OF WALLPOOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS ANDPERMITS.FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS ANDHANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42"FROM EXISTING GRADE PRIOR TO CONSTRUCTION WITHIN THEREQUIRED FRONT YARD SETBACK AREA.PROJECT DESCRIPTION:12.11.SOILSCIVILTOAL ENGINEERING INC.139 AVENIDA NAVARRO,SAN CLEMENTE, CA 92672(949) 492-8586PHONE:CONTACT: CALEB RIOST-24HERITAGE ENERGY GROUP470 WALDIRVINE, CA 92618(949) 789-7221PHONE:RUDY SAINSCONTACT:LANDSCAPEC-1.1 COVER SHEETLEGENDINSPECTION PROGRAM:1. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED WITHTHE CITY OF NEWPORT BEACH.PORTION OF WORK REQUIRING INSPECTIONCONTINUOUSPERIODICDESCRIPTION, LOCATIONS, REMARKS, ETC.X---EXPANSION / EPOXY ANCHORSX---ALL STRUCTURAL WELDING---XSHEAR WALL NAILING---XSTRUCTURAL MASONRYGROUTING, STEM AND FOOTING REINF.VICINITY MAP2. SPECIAL AND / OR DEPUTY INSPECTIONS SHALL BE PROVIDEDDURING CONSTRUCTION ON THE FOLLOWING TYPES OF WORK:---------"HERS" VERIFICATION --- XA5.2 EXTERIOR ELEVATIONS (3/16" = 1'-0")Newport Beach, CASP-1.1 ARCHITECTURAL SITE PLAN (1/4" = 1'-0")UPPER LEVEL FLOOR PLAN (3/16" = 1'-0")ZONING: R-1A2.1 MAIN LEVEL FLOOR PLAN (3/16" = 1'-0")PROJECTSITEPROJECT ADDRESS74 LINDA ISLENEWPORT BEACH, CA. 92660ASSESOR'S PARCEL NUMBER: 050-451-33LOT 74 - TRACT 4003C-2SECTIONS & DETAILSC-3PRECISE GRADING & DRAINAGE PLANC-1 TITLE SHEETA9.1 SITE COVERAGE OVERLAY PLAN (3/16" = 1'-0")SOILS REPORT: PREPARED BY: GEOFIRMREPORT No 20-8721 DATED JUNE 15,2020PROJECT SCOPE:DEMOLITION OF EXISTING TWO-STORY RESIDENCE, GARAGE ANDASSOCIATED LANDSCAPING.CONSTRUCT NEW TWO-STORY 5,284 s.f. SINGLE FAMILY RESIDENCEWITH AN ATTACHED 808 s.f. THREE CAR GARAGE. THE PROJECTINCLUDES HARDSCAPE AND SUBSURFACE DRAINAGE FACILITIESWITHIN THE CONFINES OF THE PRIVATE PROPERTY.A4.3 BUILDING SECTIONS (3/16" = 1'-0")PETER PHILLIPS DESIGN25662 EASTWIND DRIVEDANA POINT, CA 92629 (949) 388-5161PHONE:CONTACT: PETE PHILLIPSGEOFIRM801 GLENNEYRE ST. SUITE FLAGUNA BEACH, CA 92651(949) 494-2122PHONE:ERIK HILDECONTACT:L-1 HARDSCAPE PLANSTRUCTURALLANDSCAPES-0 STRUCTURAL GENERAL NOTES-1 SITE PLAN AND ELEVATIONSEAWALL (FOR REFERENCE ONLY)S-2 DETAILSArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.A9.2MAIN LEVEL AREA OVERLAY PLAN (3/16" = 1'-0")A9.3UPPER LEVEL OVERLAY PLAN (3/16" = 1'-0")L-7 TREE PLANL-8 PLANTING PLANOpen Volume Area(Site Area minus Setbacks)Total (Open Volume) Required:823 Sq. Ft.15% of Total Building Areax 15%5,488 Sq. Ft.Total (Open Volume) Provided:1,685 Sq. Ft.RECYCLE AND OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THENON-HAZARDOUS CONSTRUCTION AND DEMOLITION WASTE INACCORDANCE WITH SECTION 4.408.1 CalGreen CODE.DEFERRED SUBMITTAL TO BE REVIEWED BY PROJECT ARCHITECTOR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTALFOR PLAN CHECK OR APPROVAL BY THE CITY.10.11.1 OF 1 TOPOGRAPHIC SURVEY (1/8" = 1'-0")A9.4SITE OPEN VOLUME AREA OVERLAY PLAN (3/16" = 1'-0")20 LOT 74TRACT NO. 4003M.M. 188/13-19℄Δ=29°11'32" R=40.00'L=20.38'Δ=30°45'45" R=164.00' L=88.05'Δ=30°49'17" R=178.00' L=95.75'PARCEL 2 GRANT DEED RECORDED 7/3/17,INSTRUMENT 2017000275264, O.R.NON-EXCLUSIVE EASEMENT FOR THECONSTRUCTION, MAINTENANCE AND USEOF A PRIVATE PIER AND FLOAT IN, OVER,UNDER AND ACROSSPARCEL. 3 GRANT DEED RECORDED7/3/17, INSTRUMENT 2017000275264,O.R.3.00' NON-EXCLUSIVE EASEMENT FORTHE CONSTRUCTION, MAINTENANCEAND USE JOINTLY OF A PRIVATE PIERAND FLOAT WITH THE OWNER ORLESSEE OF LOT 75PRIVATE CHANNELBASIS OF BEARINGS TITLE REPORT/EASEMENT NOTESTHE BEARINGS SHOWN HEREON ARE BASED ONTHE CENTERLINE OF LINDA ISLE HAVING ABEARING OF N88°19'56"E PER RECORD TRACTNO. 4003, M.M. 188/13-19, RECORDS OF ORANGECOUNTY.74 LINDA ISLENEWPORT BEACH, CA 92660APN: 050-451-33NO TITLE REPORT PROVIDED.VICINITY MAPGRAPHIC SCALELCEXISTING ELEVATIONLEGENDBLOCK WALL( )SEARCHED, FOUND NOTHING; SETNOTHINGFS FINISHED SURFACEFFG FINISHED FLOOR GARAGET.B.M.TEMPORARY BENCHMARK SET ON AWATER METER (WM)ELEVATION = 11.16 FEETFFFINISHED FLOORCONCRETE SURFACECENTERLINETOP OF WALLTWLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 74 OF TRACT NO. 4003 AS SHOWN ON A MAP RECORDED INBOOK 188, PAGES 13 TO 19 OF MISCELLANEOUS MAPS IN THEOFFICE OF THE COUNTY RECORDER OF SAID COUNTY.BENCHMARK INFORMATIONBENCHMARK NO: NB4-39-77DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARKDISK STAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.3 FT.BY 4.8 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THESOUTHEAST CORNER OF THE INTERSECTION OF BAYSIDE DRIVE ANDHARBOR ISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OFHARBOR ISLAND DRIVE AND 38 FT. SOUTHERLY OF THE CENTERLINE OFBAYSIDE DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK.ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED 2011BRICK SURFACENATURAL GROUNDNGSURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/20PROFESSIONALLANDSU R V E YOR PAULDOMINICKC R A FT FLFLOWLINEHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMTELEPHONE PULL BOXTPBGMGAS METERWATERWROUGHT IRON FENCE (WIF)EG EDGE OF GUTTERCATV CABLE TV BOXICV IRRIGATION CONTROL VALVEPOOL EQUIPMENTPEQTOP OF CURBTCTOP OF DOCKTDWATER METERWMFOUND EXISTING LEAD HOLEGRASSWROUGHT IRON FENCEWIF21 ℄Δ=29°11'32"R=40.00'L=20.38'Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'PRIVATECHANNELtrash trash3-CarGarageBedroom 4coats OutdoorRoomLivingRoomPdrEntryFoyerKitchenBath 4Chef'sKitchenWicstoragePoolBathPoolEquipEntryVestibuleelevatorhallstairhallPoolEquipN E W P O R T B A YpaverT.O.(N) Wall Elev10.70' NAVD88T.O.(E) Coping Elev9.00' NAVD88Refer to Seawall DrawingsPrepared By:William Simpson & AssociatesStone PaverSystem overPaving PedestalsOver CocreteDeck BelowReplaceexisting concretedeck, add 6"concrete curbFS El. 11.40'F.S. El. 10.90FS El. 10.90'paverFS El. 11.08'T.O.Paver El. 10.90'T.O.Deck El. 9.74'F.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 11.70FS El. 11.50'F.F. El. 10.925New42" HighGuardrail36" widePlanterPlanterPlanterPlanterHardscapeF.S. El. 10.90ExistingSite Wallto RemainExistingSite Wallto Remain4'-0"Setback4'-0"Setback10-0"SetbackProperty LineProperty LineProperty LineProperty LineA.N.G.Point 29.74'A.N.G.Point 411.40'A.N.G.Point 111.35'20' x 28'-3" min.Parking Required25'Setback14'3'-0"4'-0"Setback3'-1"Architectural Site PlanSCALE: 1/8" = 1'-0"ARCHITECTURALSITE PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:SP-1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-SITEO:\2020-PROJECTS\20002\CD\20002-SITE November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:PROJECT ADDRESS74 LINDA ISLENEWPORT BEACH, CA. 92660ASSESOR'S PARCEL NUMBER: 050-451-33LOT 74, TRACT 40036. The discharge of pollutants to any storm drainagesystem is prohibited. No solid waste, petroleumbyproducts, soil particulate, construction wastematerials, or wastewater generated on constructionsites or by construction activities shall be placed,conveyed or discharged into the street, gutter orstorm drain system.7. In Accordance with Planning Area 6 (PA6) of theHeadlands Development and Conservation Plan(HDCP), This house is a Single-Family Dwelling.8. An approved encroachment permit is required forall work activities within the public right-of-way,public easement and on city facilities.9. All work related to wastewater in the publicright-of-way shall be performed by a C-42 licensedSanitation Sewer Contractor or an A LicensedGeneral Engineering Contractor.General Notes:1. Refer to Site Drainage Plan sheetfor existing grade elevations andfinish grade elevations.2. Surveyor or Engineer shall permanentlymonument property corners or offsetsbefore starting grading.3. Fences, Gates, Walls, Planter boxes, Patio covers,and other freestanding structures cannot exceed 6'measured from Natural Grade within required sideyard setback.4. Finish grade within 10 feet of the new structure/addition shall be sloped a minimum of 2 % awayfrom the building for drainage purpose.5. Additions, remodels or renovations of a single familyhome with an existing pool require the suction outletof the existing pool, spa, or toddler pool to beupgraded so as to be equipped with an approvedanti-entrapment cover meeting the current standardsof ASTM or ASME per section 115920 HSC.Area for Determining slope CaculationA.N.G. Point # 1 11.35'A.N.G. Point # 2 9.74'A.N.G. Point # 3 9.75'A.N.G. Point # 4 11.40'Total42.24'Divided by 410.56'A.N.G. (Average Natural Grade)Grade EstablishmentSITE PLAN NOTES7. ALL WORK SHALL COMPLY WITH THE 2013 CBC, CMC, CPC, &CEC, TITLE 24 AND LOCAL ORDINANCES.8. A CERTIFIED ENGINEERING GEOLOGIST SHALL INSPECT ANDAPPROVE ALL GRADING AND EXCAVATIONS PRIOR TOPLACEMENT OF FORMS, REBAR OR CONCRETE. IFENGINEERED SOIL IS REQUIRED, THE SOIL ENGINEER SHALLINSPECT AND APPROVE.9. IN ADDITION TO REGULAR INSPECTIONS, SPECIALINSPECTIONS PER CBC SHALL BE REQUIRED FOR FIELDWELDING, HIGH STRENGTH BOLTS, EXPANSION ANCHORS ANDSPECIAL MASONRY.10. CONTRACTOR SHALL OBTAIN OSHA PERMIT FOREXCAVATIONS DEEPER THAN 5'-0".11. ANY EXISTING CONDITIONS THAT VARY FROM THOSE SHOWNSHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECTIMMEDIATELY AND ALL WORK IN THE AREA STOPPED UNTILOWNER OR ARCHITECT GIVE APPROVAL TO PROCEED.12. ALL WORK SHALL BE DONE IN ACCORDANCE WITH LOCALCODES, ORDINANCES AND LAWS.13. ALL MECHANICAL AND ELECTRICAL WORK SHALL BE DONE ONA DESIGN . CONSTRUCT BASIS BY THE GENERALCONTRACTOR UNDER PERMITS GRANTED BY THE CITYBUILDING OFFICIAL.14. PROVIDE GUARDRAIL PER CBC AT ANY "HUMAN ACCESSIBLEOPEN AREA" WHERE A DROP OFF IN EXCESS OF 30" OCCURS.15. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHERRESISTIVE BARRIER TO PROTECT THE INTERIOR WALLCOVERING, AND EXTERIOR OPENINGS SHALL BE FLASHED INSUCH A MANNER AS TO MAKE THEM WEATHERPROOF.16. SLOPE GRADE A MINIMUM OF 14" PER FOOT AWAY FROMSTRUCTURE FOR 3'-0" AND WHERE NECESSARY TO AVOIDPONDING.17. MASONRY CHIMNEYS SHALL BE CONSTRUCTED ACCORDINGTO THE CALIFORNIA BUILDING CODE. FACTORY BUILTCHIMNEYS SHALL BE INSTALLED IN ACCORDANCE WITH THECALIFORNIA MECHANICAL CODE AND THE MANUFACTURER'SRECOMMENDATIONS. SEPARATION FROM COMBUSTIBLESSHOULD BE A MINIMUM OF 3 FEET. FACTORY BUILT FIREPLACESHALL BE LISTED FOR USE. ALL OUTDOOR CHIMNEY'S SHALLBE NATURAL GAS ONLY.18. SUCH DEVICES, STRUCTURES OR EQUIPMENT SHALL NOT BEUSED FOR THE DISPOSAL OF RUBBISH, TRASH ORCOMBUSTIBLE MATERIALS THAT PRODUCE OBJECTIONABLESMOKE OR ODOR EMISSIONS.19. SUCH DEVICES, STRUCTURES OR EQUIPMENT SHALL NOT BELOCATED WITHIN THREE FEET OF ANY COMBUSTIBLESTRUCTURE, COMBUSTIBLE MATERIAL OR VEGETATION ANDFOLLOW THE MANUFACTURER'S RECOMMENDATIONS FORCLEARANCES.20. TIKI TYPE TORCHES MAY NOT BE LOCATED WITHIN TEN FEETOF ANY COMBUSTIBLE MATERIAL21. OPEN BURNING THAT IS OFFENSIVE OR OBJECTIONABLEBECAUSE OF SMOKE ODOR EMISSIONS AS DETERMINED BYTHE FIRE CODE OFFICIAL OR HE OR HER DESIGNEE (FIRECAPTAINS) OR WHEN ATMOSPHERIC CONDITIONS OR LOCALCIRCUMSTANCE MAKE SUCH FIRES HAZARDOUS SHALL BEPROHIBITED.1. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGESYSTEM IS PROHIBITED. NO SOLID WASTE PETROLEUMBYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTEMATERIALS, OR WASTEWATER GENERATED ONCONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIESSHALL BE PACED, CONVEYED OR DISCHARGED INTO THESTREET, GUTTER OR OTHER PORTION OF ANY STORM DRAINSYSTEM.2. PRIOR TO ISSUANCE OF A BUILDING PERMIT, THE SEWERLATERAL SHALL BE VIDEO TAPED AND AN INSPECTIONREPORT ON THE RESULTS OF THE VIDEOTAPING SUBMITTEDTO THE CITY BY A PLUMBER AUTHORIZED BY THE CITY, PERORDINANCE 1439, CHAPTER 17.50 OF THE CITY OF LAGUNABEACH MUNICIPAL CODE .3. ALL CONSTRUCTION AND DEMOLITION DEBRIS SHALL BEDISPOSED OF PER THE CITY OF LAGUNA BEACH'SCONSTRUCTION AND DEMOLITION WASTE DISPOSALORDINANCE. CONTRACTOR TO SUBMIT REQUIRED FORM TOTHE COMMUNITY DEVELOPMENT DEPARTMENT AND USEWASTE MANAGEMENT ROLL-OFF BINS FOR ALL DEBRIS TOCOMPLY WITH THE ORDINANCE, CALL (949) 642-1191 TOORDER BINS FOR THIS PURPOSE.4. REFER TO SITE DRAINAGE PLAN SHEET FOR EXISTING GRADEELEVATIONS AND FINISH GRADE ELEVATIONS5. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENTPROPERTY CORNERS OR OFFSETS BEFORE STARTINGGRADING.6. FENCES, GATES, WALLS, PLANTER BOXES, PATIO COVERS,AND OTHER FREESTANDING STRUCTURES CANNOT EXCEED 6'MEASURED FROM NATURAL GRADE WITHIN THE REQUIREDSIDE YARD SETBACK.10. A Public Works Department Encroachment Permitinspection is required before the Building DepartmentPermit Final can be issued. At the time of Public WorksDepartment inspection, if any of the existing publicimprovements surrounding the site is damaged, newconcrete sidewalk, curb and gutter, and alley/streetpavement will be required. Additionally, if existingutilities infrastructure are deemed substandard, a new1-inch water service, water meter box, sewer lateraland/or cleanout with box and lid will be required. 100%of the cost shall be borne by the property owner(Municipal Codes 14.24.020 and 14.08.030). Saiddetermination and the extent of the repair work shallbe made at the discretion of the Public Works Inspector.11. Pools, spas, walls, fences, patio covers and other freestanding structures require separate reviews and permits.12. Fences, hedges, walls, retaining walls, guardrails andhandrails, or any other combination thereof shall not exceed42" from existing grade prior to construction within therequired front yard setback area.Area TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical: 867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining:328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath:23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.Open Volume Area(Site Area minus Setbacks)Total (Open Volume) Required:823 Sq. Ft.15% of Total Building Areax 15%5,488 Sq. Ft.Total (Open Volume) Provided:1,685 Sq. Ft.22 ℄Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'trash trashpaver13CUp19RUp18RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' Clgbuilt-inmechanicalMechbuilt-inbuilt-inWicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-in94'-0"6'-2"9'-412"36'-1012"23'-9"17'-10"1'-4"6"2'-812"1'-0"4'-2"5'-0"25'-1012"3'-3"16'-1"67'-512"21'-6"17'-312"Minimum20' x 28'-3"Clear Dimensionat 3 Car Garage94'-0"39'-6"1'-0"17'-6"37'-0"6'-7"10'-7"3'-4"7'-212"8'-312"13'-3"17'-512"13'-10"6'-0"2'-6"12'-5"5'-9"5'-9"5'-712"7'-712"6'-0"4'-7"28'-6"21'-6"67'-512"4'-10"6'-5"6'-5"6'-0"8'-8"5'-012"1'-7"3'-0"6'-4"9'-0"2'-4"1'-4"6'-1112"4'-012"6'-9"19'-7"6'-7"41'-7"6'-3"9"3'-4"5'-6"1'-0"5'-1012"17'-1"20'-1"3'-0"1'-412"20'-0"6'-2"17'-4"1'-0"1'-0"1'-0"3'-012"1'-8"5'-0"3'-11"15'-6"5'-2"10'-212"5'-312"4'-0"6'-1"6'-9"14'-912"4'-1112"19'-7"5'-8"1'-0"18'-6"4'-2"4'-1012"1'-4"3'-5"3'-0"3'-0"7'-0"4'-312"6'-112"3'-5"7'-312"8"5'-3"8"5'-1112"8'-512"2'-6"1'-0"4'-1112"5'-7"4'-0"5'-312"1'-0"25'-11"24'-0"10'-0"6'-7"1'-0"5'-10"1'-112"11'-6"6"1'-112"1'-4"1'-0"9"1'-0"15'-1112"612"8'-2"1'-2"4'-0"2'-6"10"10'-0"1'-0"612"2'-6"5'-0"6'-4"5'-1112"F.F. El. 11.78F.F. El. 10.925F.F. El. 11.47F.F. El. 11.70EntryVestibule 9' ClgFS El. 11.50'FS El. 10.90'FS El. 10.90'F.F. El. 10.925FS El. 10.90'11'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgDA4.2EA4.2BA4.1AA4.1GA4.3CA4.1FA4.2HA-4.3BA-4.130'-0"6'-0"10'-7"16'-9"2'-9"8'-0"4'-0"2'-9"3'-0"4'-10"5'-0"16'-0"6"1'-0"4'-9"15'-5"26'-0"38'-10"19'-6"30'-0"2'-6"2'-0"3'-0"8'-6"FS El. 11.40'F.S. El. 10.90FS El. 10.90'paverT.O.Paver El. 10.90'T.O.Deck El. 9.74'D117W101W102W105W106AbvW106W106D108D101D102D103D104D105D106W104D107D110D109D111D112D113D115D114D116D118D119W103W103F.S. El. 10.9028'-5"22'-1"Lower Level Floor PlanSCALE: 3/16" = 1'-0"LOWER LEVELFLOOR PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:FLOOR PLAN KEY NOTESSYMBOLXX15. PROVIDE FIRE BLOCKS AND DRAFT STOPS IN THE WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALEDSPACE WHERE THERE IS USABLE SPACE ABOVE AND BELOWTHE CONCEALED SPACE. SUCH DRAFT STOPS SHOULD BEINSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1000 SQ. FT. DRAFT STOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH BACK DRAFT DAMPER.PER CMC.17. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.18. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THETERMINATION OF THE FACTORY-BUILT CHIMNEYS EXCEPTWHERE SUCH SHROUDS ARE LISTED AND LABELEDFOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEYSYSTEM AND ARE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTION.CMC 802.5.2.4 GASEOUS FUEL BURNING PAN MUST BEPERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACEMUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES.1LINE OF CABINET(S) ABOVE2WOOD CABINET(S)3WOOD OPEN SHELVES4STEEL CABINETS5STEEL OPEN SHELVES6BUILT-IN MILLWORK7KITCHEN ISLAND8KOHLER BAR SINKAS SELECTED BY OWNER9A SHAWS 36" FARM HOUSE SINK WITHGARBAGE DISPOSALAS SELECTED BY OWNER9B SHAWS 30" FARM HOUSE SINKWITH GARBAGE DISPOSALAS SELECTED BY OWNER10 WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10b WOLF 36" GAS RANGE / OVENAS SELECTED BY OWNER11 VENT HOOD TO OUTSIDE AIR12A WOLF 30" STEAMER OVENAS SELECTED BY OWNER12B WOLF 30" MICROWAVE OVENAS SELECTED BY OWNER12C WOLF 30" WARMING DRAWERAS SELECTED BY OWNER13A SUB ZERO 30" REFRIGERATOR COLUMNAS SELECTED BY OWNER13B SUB ZERO 48" REFRIGERATOR / FREEZERAS SELECTED BY OWNER13C SUB ZERO 24" UNDER COUNTER WINE STORAGEAS SELECTED BY OWNER14 WOLF 24" COFFEE MAKERAS SELECTED BY OWNER15 DISHWASHER AS SELECTED BY OWNER16 TRASH RECYCLING BIN17A MASONRY FIREPLACE MANUFACTURESISOKERN MODEL VF-42 VENT FREEEOR APPROVED EQUAL, UL 127WALL LEGENDFLOOR PLAN NOTES1. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCHTHAT AT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALLALARMS. SMOKE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP. CARBONMONOXIDE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP.CRC R314 & CRC R315.32. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS ANDSIMILAR FIXTURES SHALL BE PROVIDED WITH ANEXHAUST FAN WITH A MINIMUM CAPACITY OF 50 cfmCBC 1203.4.2.1, CMC T4-43. SHOWERS AND TUB / SHOWERS SHALL BE PROVIDED WITHPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS. PER CPC.4. WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONSOF WATER PER FLUSH, LAVATORIES FAUCETSNO MORE THAN 1.5 GPM AT 60 PSI, KITCHENFAUCETS NO MORE THAN 1.8 GPM AT 60 PSI,SHOWER HEAD NO THAN 2 GPM, CGC SECTION 4.3035. WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWERHEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOTEXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALLBE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME.CGC 4.303.26. LANDSCAPE IRRIGATION WATER USE SHALL HAVEWEATHER BASED CONTROLLERS. CGC 4.304.17. PROVIDED WATER EFFICIENT LANDSCAPE IRRIGATIONDESIGN WHERE POTABLE WATER USE DOES NOT EXCEED65% OF THE ETo. (TIER 1)8. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BERECYCLED. CGC 4.408.19. THE BUILDER IS TO PROVIDE AN OPERATION MANUAL(CONTAINING INFORMATION FOR MAINTAINING APPLIANCES,ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 4.410.110. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TOBE SEALED, AND MECHANICAL EQUIPMENT IS TO BECOVERED CGC 4.504.111. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED INSECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPETAND COMPOSITION WOOD PRODUCTS. CGC 4.504.212. THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19%BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURECONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODSSPECIFIED. BUILDING MATERIALS WITH VISIBLE SIGNS OFWATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION.THE MOISTURE CONTENT MUST BE DETERMINED BY THECONTRACTOR BY ONE OF THE METHODS LISTED IN CGCSECTION 4.505.313. PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.14. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.33 TUB/SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE34 FREESTANDING TUB35 HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36 MUDSET CERAMIC TILED SEAT37 TEMPERED GLASS SHOWER DOOR38 WATER CLOSET TO BE 30" MIN. WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH39 LAUNDRY SINK40 WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN41 DRYER SPACE. PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC42 TANKLESS WATER HEATER43 MECHANICAL EQUIPMENT44 ROOF HATCH45 ATTIC ACCESS46 SITE WALL, SEE LANDSCAPE DRAWINGS47 WOOD TRELLIS / ROOF FRAMING48 LINE OF ROOF CANOPY49 48" BUILT-IN BARBEQUE17B MASONRY FIREPLACE MANUFACTURESISOKERN MODEL MAGNUM 48 GAS BURNINGOR APPROVED EQUAL, ICC ESR-2316.INSTALL IN ACCORDANCE WTH THEMANUFACTURER'S PUBLISHEDINSTALLATION INSTRUCTION, ANDAPPLICABLE CODE.18 FIREPLACE HEARTH19 STONE VENEER20 CEILING BEAM21 DRYWALL OPENING22 CASED OPENING23 LINE OF FLOOR ABOVE24 LOW WALL25 HANDRAIL26 GUARDRAIL27 BUILT-IN DESK28 BUILT-IN LINEN29 BUILT-IN CLOSETS30 SHELF AND POLE31 DOUBLE SHELF AND POLE32 LAVATORYLOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALLArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining: 328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath: 23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.23 ℄Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'25 Dn19R1444333Master SuiteVolumeClgHis8'-6" ClgMasterBathVolume ClgHers8'-6" ClgStorage9'-6" ClgOffice9'-6" ClgBath 29'-6" ClgLaundry9'-6" Clgbuilt-inBedroom 2Volume ClgStair Hall9'-6" Clgbuilt-inlinenbuilt-inbuilt-inbuilt-inTVAlcove7'-11" Clgbuilt-inbuilt-inWic9'-6" ClgAv9'-6" Clg8'-6" Clg-safehiddenpanelbuilt-in13'-6 x 16'7' x 5'9' x 5'11' x 14'3'-6 x 6'5'-6 x 6'16' x 18'-97' x 6'67'-512"25'-1012"21'-6"20'-1"5'-1012"23'-314"9'-438"9'-418"37'-0"7'-10"7'-0"13'-2"57'-0"94'-0"9'-9"10'-5"3'-9"13'-1"9'-0"1'-9"8'-3"5'-9"3'-9"6'-0"4'-9"2'-0"4'-3"2'-0"4'-0"2'-3"8'-1112"1'-7"2'-712"4'-512"5'-1112"1'-1"3'-0"41'-7"16'-8"3'-0"13'-7"20'-0"6'-1112"3'-512"94'-0"17'-10"37'-4716"5'-012"5'-312"6'-11516"28'-0516"67'-512"21'-6"17'-5716"28'-6"6'-5"8'-8"6'-5"15'-838"1'-9116"3'-0"6'-3"5'-0"6'-7"2'-6"6'-10"5'-5"4'-912"4'-512"10'-3"7'-612"3'-0"3'-412"712"11'-6"5"14'-5"9'-512"5'-0"4'-512"7'-0"3'-9"2'-712"4'-0"7'-6"7'-1"3'-11"3'-212"11'-0"3'-712"3'-0"2'-2"1'-0"4"11'-0"3'-0"8"7'-3"4'-1"3'-6"4"3'-2"2'-412"10'-812"3'-1012"2'-512"3'-1"1'-3"1'-512"4"2'-912"3'-912"4'-412"5'-0"4'-0"1'-0"5'-9"4'-0"4'-0"2'-412"14'-1012"1'-0"2'-6"5'-3"5'-9"3'-6"7'-0"3'-2"5'-11"5'-3"1'-4"6'-212"1112"7'-0"7'-3"15' x 15'7'-6 x 12'-812' x 16'5' x 3'10' x 5'7' x 12'-812'-9 x 16'DA4.2EA4.2BA4.1AA4.1GA4.3CA4.1FA4.2safe Dn18RCloset7'-5"Bedroom 39'-6 ClgClosetBa 39'-6 Clg26'-0"30'-0"6"10"6'-212"10"6'-212"10"6'-212"10"6'-212"10"6"38'-10"6"12'-11"2'-4"2"3'-0"2"6"6'-5"14'-9"14'-3"24' x 14'Wic9'-6 Clg12' x 13'-95'-6 x 5'5'-6 x 8'-922'-7"HA-4.3BA-4.1Gym9'-6 Clg6"3'-6"3'-0"9'-10"6'-0"3'-0"7'-9"1'-5"5'-7"2'-3"5'-0"4'-6"2'-6"7'-4"W204W201W203W204W206W205W207W209W208W210W211W210W210W210W211W211W212W212W212W213W213W213W213W213W214W214W216W218W217W217W219W219W220W220W221W215W215W215W220D202D207D201D203D204D205D206D208D209D213D212D210D211D214D215D216D217D220D218D219D221W202W202Upper Level Floor PlanSCALE: 3/16" = 1'-0"UPPER LEVELFLOOR PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A2.2SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:FLOOR PLAN KEY NOTESSYMBOLXX15. PROVIDE FIRE BLOCKS AND DRAFT STOPS IN THE WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALEDSPACE WHERE THERE IS USABLE SPACE ABOVE AND BELOWTHE CONCEALED SPACE. SUCH DRAFT STOPS SHOULD BEINSTALLED SO THAT THE AREA OF THE CONCEALED SPACEDOES NOT EXCEED 1000 SQ. FT. DRAFT STOPPING SHOULDDIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. PER CBC.16. PROVIDE SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO OUTSIDE WITH BACK DRAFT DAMPER.PER CMC.17. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OTHERCOMPONENTS SHALL BE LISTED AND INSTALLED INACCORDANCE WITH THEIR LISTING AND MANUFACTURERINSTRUCTIONS.18. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THETERMINATION OF THE FACTORY-BUILT CHIMNEYS EXCEPTWHERE SUCH SHROUDS ARE LISTED AND LABELEDFOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEYSYSTEM AND ARE INSTALLED IN ACCORDANCE WITHMANUFACTURER'S INSTALLATION INSTRUCTION.CMC 802.5.2.4 GASEOUS FUEL BURNING PAN MUST BEPERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACEMUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES.1LINE OF CABINET(S) ABOVE2WOOD CABINET(S)3WOOD OPEN SHELVES4STEEL CABINETS5STEEL OPEN SHELVES6BUILT-IN MILLWORK7KITCHEN ISLAND8KOHLER BAR SINKAS SELECTED BY OWNER9A SHAWS 36" FARM HOUSE SINK WITHGARBAGE DISPOSALAS SELECTED BY OWNER9B SHAWS 30" FARM HOUSE SINKWITH GARBAGE DISPOSALAS SELECTED BY OWNER10 WOLF 48" GAS RANGE / OVENAS SELECTED BY OWNER10b WOLF 36" GAS RANGE / OVENAS SELECTED BY OWNER11 VENT HOOD TO OUTSIDE AIR12A WOLF 30" STEAMER OVENAS SELECTED BY OWNER12B WOLF 30" MICROWAVE OVENAS SELECTED BY OWNER12C WOLF 30" WARMING DRAWERAS SELECTED BY OWNER13A SUB ZERO 30" REFRIGERATOR COLUMNAS SELECTED BY OWNER13B SUB ZERO 48" REFRIGERATOR / FREEZERAS SELECTED BY OWNER13C SUB ZERO 24" UNDER COUNTER WINE STORAGEAS SELECTED BY OWNER14 WOLF 24" COFFEE MAKERAS SELECTED BY OWNER15 DISHWASHER AS SELECTED BY OWNER16 TRASH RECYCLING BIN17A MASONRY FIREPLACE MANUFACTURESISOKERN MODEL VF-42 VENT FREEEOR APPROVED EQUAL, UL 127WALL LEGENDFLOOR PLAN NOTES1. SMOKE DETECTORS SHALL BE INTERCONNECTED SUCHTHAT AT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALLALARMS. SMOKE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP. CARBONMONOXIDE DETECTORS SHALL BE "HARD WIRED" ANDSHALL BE EQUIPPED WITH A BATTERY BACK UP.CRC R314 & CRC R315.32. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS ANDSIMILAR FIXTURES SHALL BE PROVIDED WITH ANEXHAUST FAN WITH A MINIMUM CAPACITY OF 50 cfmCBC 1203.4.2.1, CMC T4-43. SHOWERS AND TUB / SHOWERS SHALL BE PROVIDED WITHPRESSURE BALANCE OR THERMOSTATIC MIXING VALVE CONTROLS. PER CPC.4. WATER CLOSETS SHALL USE NO MORE THAN 1.28 GALLONSOF WATER PER FLUSH, LAVATORIES FAUCETSNO MORE THAN 1.5 GPM AT 60 PSI, KITCHENFAUCETS NO MORE THAN 1.8 GPM AT 60 PSI,SHOWER HEAD NO THAN 2 GPM, CGC SECTION 4.3035. WHEN A SHOWER IS PROVIDED WITH MULTIPLE SHOWERHEADS, THE SUM OF FLOW TO ALL THE HEADS SHALL NOTEXCEED THE 20% REDUCED LIMIT, OR THE SHOWER SHALLBE DESIGNED SO THAT ONLY ONE HEAD IS ON AT A TIME.CGC 4.303.26. LANDSCAPE IRRIGATION WATER USE SHALL HAVEWEATHER BASED CONTROLLERS. CGC 4.304.17. PROVIDED WATER EFFICIENT LANDSCAPE IRRIGATIONDESIGN WHERE POTABLE WATER USE DOES NOT EXCEED65% OF THE ETo. (TIER 1)8. A MINIMUM OF 50% OF CONSTRUCTION WASTE IS TO BERECYCLED. CGC 4.408.19. THE BUILDER IS TO PROVIDE AN OPERATION MANUAL(CONTAINING INFORMATION FOR MAINTAINING APPLIANCES,ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 4.410.110. DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TOBE SEALED, AND MECHANICAL EQUIPMENT IS TO BECOVERED CGC 4.504.111. VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED INSECTION 4.504.3 AND TABLES 4.504.1, 4.504.2, 4.504.3, AND4.504.5 FOR: ADHESIVES, PAINTS AND COATINGS, CARPETAND COMPOSITION WOOD PRODUCTS. CGC 4.504.212. THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19%BEFORE IT IS ENCLOSED IN CONSTRUCTION. THE MOISTURECONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODSSPECIFIED. BUILDING MATERIALS WITH VISIBLE SIGNS OFWATER DAMAGE SHOULD NOT BE USED IN CONSTRUCTION.THE MOISTURE CONTENT MUST BE DETERMINED BY THECONTRACTOR BY ONE OF THE METHODS LISTED IN CGCSECTION 4.505.313. PROVIDE NON-REMOVABLE BACKFLOW PREVENTION DEVICES AT ALL EXTERIOR HOSE BIBS. PER CPC.14. PROVIDE PRESSURE RELIEF VALVE WITH DRAIN TO OUTSIDEAT WATER HEATERS. PER CPC.33 TUB/SHOWER WITH MUDSETCERAMIC TILED WAINSCOT WITHPRESSURE BALANCE THERMOSTATICMIXING VALVE34 FREESTANDING TUB35 HOT MOPPED SHOWER PAN WITH MUDSETCERAMIC TILED WAINSCOT TO 84" AFF W/PRESSURE BALANCE THERMOSTATICMIXING VALVE36 MUDSET CERAMIC TILED SEAT37 TEMPERED GLASS SHOWER DOOR38 WATER CLOSET TO BE 30" MIN. WIDE WITH24" IN FRONT OF TOILET. LOW FLUSHTOILETS 1.28 GALLONS PER FLUSH39 LAUNDRY SINK40 WASHER SPACE. PROVIDE RECESSED HOT ANDCOLD WATER BIBBS, PROVIDE FLOOR DRAIN41 DRYER SPACE. PROVIDE DRYER VENT TOOUTSIDE AIR PER CMC42 TANKLESS WATER HEATER43 MECHANICAL EQUIPMENT44 ROOF HATCH45 ATTIC ACCESS46 SITE WALL, SEE LANDSCAPE DRAWINGS47 WOOD TRELLIS / ROOF FRAMING48 LINE OF ROOF CANOPY49 48" BUILT-IN BARBEQUE17B MASONRY FIREPLACE MANUFACTURESISOKERN MODEL MAGNUM 48 GAS BURNINGOR APPROVED EQUAL, ICC ESR-2316.INSTALL IN ACCORDANCE WTH THEMANUFACTURER'S PUBLISHEDINSTALLATION INSTRUCTION, ANDAPPLICABLE CODE.18 FIREPLACE HEARTH19 STONE VENEER20 CEILING BEAM21 DRYWALL OPENING22 CASED OPENING23 LINE OF FLOOR ABOVE24 LOW WALL25 HANDRAIL26 GUARDRAIL27 BUILT-IN DESK28 BUILT-IN LINEN29 BUILT-IN CLOSETS30 SHELF AND POLE31 DOUBLE SHELF AND POLE32 LAVATORYLOW WALL2 X 6 STUD WALL2 X 4 STUD WALL2 X 8 STUD WALLArea TabulationsFirst Floor (Livable): *2,050 Sq. Ft.Trash Alcove:22 Sq. Ft.Total (Livable):5,304 Sq. Ft.Covered Entry Vestibule:214 Sq. Ft.Second Floor (Livable): *3,254 Sq. Ft.Garage Mechanical: *867 Sq. Ft.Total:867 Sq. Ft.Proposed Building Area: *Total (Livable):5,304 Sq. Ft.Garage / Mechanical:867 Sq. Ft.Total Proposed Building Area:6,194 Sq. Ft.Covered Outdoor Dining: 328 Sq. Ft.Pool Bath: *23 Sq. Ft.Pool Bath: 23 Sq. Ft.Allowable Building Area(Site Area minus Setbacks)Total (Livable):10,976 Sq. Ft.Allowable Building Area x 2x 25,488 Sq. Ft.24 Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'RIDGESlope1/4":12"2Slope1/4":12"Slope1/4":12"High PointSteel Canopy RoofZinc Wrapped SteelBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to detailsSlope1/4":12"GeneratorRIDGEBuilt-up Roof sealedunderneath with "life deck AL"ICC ESR-2701 or approvedequal, refer to detailsRIDGESteel Canopy RoofZinc Wrapped SteelHigh PointSlope1/4":12"VALLEYVALL E Y Zinc WrappedFlat Roof CoveringSlope to DrainT.O. ShtgEl. 35.60'T.O.ShtgEl. 36.00'T.O.ChimneyEl. 30.05'T.O.ParapetEl. 36.08'T.O.ChimneyEl. 39.05'T.O.ParapetEl. 32.86'T.O.ParapetEl. 32.86'T.O.EyebrowEl. 30.92'2'-0"2'-138"5'-0"4'-012"5'-8"6'-0"1'-1"1'-5"2'-0"2'-0"3'-112"9'-4"6'-1"6'-1"15'-7"21'-2"Roof PlanSCALE: 3/16" = 1'-0"ROOF PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A3.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOORO:\2020-PROJECTS\20002\CD\20002-FLOOR November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:ROOF LEGENDROOF KEY NOTES1 REDLANDS CLAY TILE ROOF, SANDCASTSERIES, OLD HACIENDA TWO PIECE TILE, IAPMOUES ER-445 THE REDLANDS CLAY TILE ROOF TILESWHEN INSTALLED IN ACCORDANCE WITH THISREPORT, ARE CLASS "A" ROOF COVERINGSIN ACCORDANCE WITH THE IBC AND IRC2 BUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.3 ZINC METAL ROOFINGGLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND PRINTED INSTALLATION INSTRUCTIONS.4 SHEET METAL WRAPPED CANOPYW/ CONCEALED GUTTERFINISH: OIL RUBBED BRONZE5 LINE OF ROOF BELOWSYMBOLXXDSINDICATES ROOF PITCH ANDDIRECTION OF ROOF SLOPEINDICATES LOCATION OFDOWNSPOUT.ROOF PLAN NOTESx : 121. CONTRACTOR SHALL VERIFY AREA OF ALLATTIC VENTS WITH MANUFACTURER.2. ALL ROOF SHEATHING EDGES SHALL BEBLOCKED AND NAILED PER STRUCTURALPLANS. IN ADDITION, CONTRACTOR SHALLALSO PROVIDE MIN. BLOCKING AND NAILINGAS REQUIRED BY THE ROOFING MFR.3. PROVIDE COPPER FLASHING AT ALL VALLEYSAND ROOF TO WALL CONDITIONS.4. ROOF GUTTERS SHALL VE PROVIDED WITH THEMEANS TO PREVENT ACCUMULATION OFLEAVES AND DEBRIS.5. ATTIC VENTS SHALL MEET THE FOLLOWINGREQUIREMENTS, CBC 1203.26. RADIANT BARRIER SILVER SHIELD BYFI-FOIL COMPANY OR APPROVED EQUAL.RADIANT BARRIER MUST BE TESTED ACCORDINGTO ASTM C-1371 OR ASTM E 408 AND MUSTBE CERTIFIED BY THE DEPARTMENT OF CONSUMERAFFAIRS. REFER TO SHEET T-24.MM FORINSTALLATION METHODS AND NOTES6 LINE OF BUILDING BELOW7 COPPER GUTTER TYPICAL8 COPPER DOWNSPOUTCONNECTED TO SUB-GRADEDRAINAGE SYSTEM9 CHIMNEY CAP10 PARAPET CAP11 26 GA. GALVANIZED METAL SADDLE12 CLOAKED ROOF VENT13 PARAPET, REFER TO DETAILS14 AC UNIT - REFER TO MECHANICAL PLAN15 GENERATOR - REFER TO MECHANICAL16 PLANTERINDICATES O'HAGIN'S CLOAKED VENTMODEL "S" OR APPROVED EQUAL. NETFREE AREA 97.5 SQ. IN.25 124ANG El. 10.56'Maximum Allowable Height El. 39.56'9'-6"9'-012"8'-112"9'-11"StairHall12193241C21CT.O.SlabEl 11.675'2916314404AFS El. 11.34'FS El. 10.90'FS El. 10.34'FS El. 11.44'FS El. 11.08'TW El. 17.04'FS El. 10.06'8'-112"8'-112"T.O.Slab 10.80'9'-6"EntryVestibulestorage2331624104A4A37PoolEqipmentSpaT.O.SlabEl 11.35'29T.O.Shtg.El. 35.64'El. 36.00'T.O.ParapetT.O.ParapetEl. 32.86'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 18.925'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'9'-012"9'-6"8'-112"8'-112"FS El. 11.32'1628281C27232936ANG El. 10.56'Maximum AllowableHeight El. 39.56'1CFS El. 11.44'TW El. 17.40'59'-6"9'-012"FS El. 11.70'TW El. 17.04'8'-112"FS El. 11.47'MechanicalcoatEntryBedroom 3GymEntryVestibuleGarageStorageElavatorHallTVAlcove7241712241A314A293124104A4A4T.O.Slab 11.65'T.Pl. 30.34'B.O.Hdr. 28.97'T.O.Slab 11.675'T.Pl. 19.78'T.O.Shtg 20.84'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 36.00'Cap El. 39.05'T.O. ParapetEl. 32.86'T.O. Shtg.El. 35.60'T.O. ParapetEl. 36.08'7'-11"T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'B.O.Hdr. 19.80'8'-112"8'-112"EntryFoyer1244Maximum Allowable Height El. 39.56'ANG El. 10.56'7'-3"9'-012"9'-6"319101C164A4A24FS El. 11.04'T.O.SlabEl 11.675'TWEl. 17.40'TWEl. 17.04'9'-6"9'-11"T.O.Slab 10.80'OfficeChef's KitchenFS El. 10.34'FS El. 10.06'19FS El. 10.90'1223PoolEqipmentSpaT.O.Shtg.El. 35.64'T.O.ParapetEl. 36.00'El. 32.86'T.O.ParapetB.O.Hdr. 29.90'T.Pl. 31.28'T.Pl. 20.72'T.Pl. 20.72'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.O.Shtg 21.78'Section "B"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Section "A"SCALE: 3/16" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cNone0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor 2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor 2x6 @ 16" o/c R-19 0.0491 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGNINTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 WIRE BRUSHED CEDAR WOOD RAFTER TAIL11 WIRE BRUSHED CEDAR WOOD CORBEL BEAM12 WIRE BRUSHED CEDAR WOOD DETAILING13 PLYWOOD ROOF SHEATHING14 PLYWOOD DECK SHEATHING15 INSULATION, SEE TITLE 2416 CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18 ZINC METAL ROOF19 SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20 ROOF DRAIN W/ OVERFLOW21 COPPER GUTTER / DOWNSPOUT22 STEEL ENTRY DOOR23 WOOD DOOR / WINDOW24 STEEL DOOR / WINDOW25 WIRE BRUSHED CEDAR WOOD GARAGE DOOR26 WIRE BRUSHED CEDAR WOOD GATE27 WIRE BRUSHED CEDAR WOOD SHUTTER28 TILE PAVER CHIMNEY CAP29 COPPER PARAPET WALL CAP FLASHING30 PLANTER WALL - REFER TO LANDSCAPE PLANS31 SITE WALL - REFER TO LANDSCAPE PLANS32 DECORATIVE LIGHT FIXTURE33 BUILDING ADDRESS34 AC COMPRESSOR35 BACKUP GENERATOR36 STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37 STUCCO SOFFIT38 POOL AND SPA - REFER TO LANDSCAPE PLANS39 BUILT-IN BARBEQUE40 WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "C"SCALE: 3/16" = 1'-0"26 9'-11"9'-6"8'-112"OfficeChef'sKitchenANG El. 10.56'FS El. 9.76'TW El. 17.04'28Maximum Allowable Height El. 39.56'1C3116384A28TWEl. 17.40'41939210FS El. 11.08'30FS El. 9.90'4A123141C29102494A1240T.O. ChimneyCap El. 39.05'T.O.Slab 10.80'T.O. Shtg.El. 36.00'T.O. ChimneyCap El. 39.05'T.O. ParapetEl. 30.08'T.O. Shtg.El. 35.50'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'9'-6"10'-1038"8'-112"HerClosetOutdoorRoomDiningGallery440231ANG El. 10.56'Maximum Allowable Height El. 39.56'2838TW El. 17.04'16284A104A491C710391C37118'-0"4AFS El. 9.60'12293112T.O.Slab 9.855'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 34.70'T.O. ParapetEl. 35.125'T.O. ChimneyCap El. 39.05'T.O. Shtg.El. 34.625'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'T.O.Shtg 21.78'5128'-6"8'-0"9'-6"Bedroom 2StairHallHiselevatorOfficeLaundryMaster Bath HersChef'sKitchenDining RoomLiving RoomKitchenElevHallBedroom 4FS El. 11.28'289ANG El. 10.56'9'-6"8'-112"9'-012"8'-112"Maximum Allowable Height El. 39.56'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Slab 11.675'T.Pl. 20.72'T.O.Shtg 21.78'B.O.Hdr. 19.80'34109291C1643594A7721323FS El. 9.10'FS El. 10.90'9'-11"8'-112"9'-6"8'-112"16T.O. ChimneyCap El. 39.05'217724244472319New TOCExistingEl. 10.70'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'El. 31.52'El. 35.60'T.O.Shtg.T.O.ParapetT.O.Shtg.El. 35.64'T.O.Shtg.El. 36.00'B.O.Hdr. 18.925'3'-6"3'-0"Section "D"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.2SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage Roof Volume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cNone0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor 2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor 2x6 @ 16" o/c R-19 0.0491 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGNINTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 WIRE BRUSHED CEDAR WOOD RAFTER TAIL11 WIRE BRUSHED CEDAR WOOD CORBEL BEAM12 WIRE BRUSHED CEDAR WOOD DETAILING13 PLYWOOD ROOF SHEATHING14 PLYWOOD DECK SHEATHING15 INSULATION, SEE TITLE 2416 CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18 ZINC METAL ROOF19 SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20 ROOF DRAIN W/ OVERFLOW21 COPPER GUTTER / DOWNSPOUT22 STEEL ENTRY DOOR23 WOOD DOOR / WINDOW24 STEEL DOOR / WINDOW25 WIRE BRUSHED CEDAR WOOD GARAGE DOOR26 WIRE BRUSHED CEDAR WOOD GATE27 WIRE BRUSHED CEDAR WOOD SHUTTER28 TILE PAVER CHIMNEY CAP29 COPPER PARAPET WALL CAP FLASHING30 PLANTER WALL - REFER TO LANDSCAPE PLANS31 SITE WALL - REFER TO LANDSCAPE PLANS32 DECORATIVE LIGHT FIXTURE33 BUILDING ADDRESS34 AC COMPRESSOR35 BACKUP GENERATOR36 STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37 STUCCO SOFFIT38 POOL AND SPA - REFER TO LANDSCAPE PLANS39 BUILT-IN BARBEQUE40 WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "E"SCALE: 3/16" = 1'-0"Section "F"SCALE: 3/16" = 1'-0"27 340191C29231A23234A4A331Maximum Allowable Height El. 39.56TWEl. 17.40'ANG El. 10.56'T.O.Slab 11.675'FS El. 10.90'FS El. 11.50'FS El. 11.30'9'-012"8'-112"Varies9'-6"7'-3"FS El. 10.06'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'El. 32.86'T.O.Parapet512Master BedroomOutdoorRoomFS El. 11.70'FS El. 10.90'9'-11"924Maximum Allowable Height El. 39.56'9'-6"ANG El. 10.56'8'-112"8'-112"9'-012"T.O.Slab 11.675'FS El. 9.18'37241C24162437TVAlcove191A237231529FS El. 11.28'9'-6"8'-112"8'-112"2912EntryVestibule194010244A199231C1C23241CEl. 10.70'New TOWExistingT.O. ChimneyCap El. 39.05'El. 30.50'T.O.Shtg.El. 35.60'El. 36.00'T.O. Shtg.El. 35.64'T.O.Shtg.T.O.ParapetT.O.Shtg 21.78'B.O.Hdr. 29.90'B.O.Hdr. 18.925'T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 19.80'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.Pl. 20.72'7'-11"3'-6"3'-0"1929231A1C4A2333132340TWEl. 17.40'ANG El. 10.56'T.O.Slab 11.675'9'-012"FS El. 10.90'FS El. 11.30'8'-112"9'-6"FS El. 10.06'T.O.ParapetEl. 32.86'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.Pl. 20.72'Section "H"SCALE: 3/16" = 1'-0"BUILDINGSECTIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A4.3SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Section "G"SCALE: 3/16" = 1'-0"REFER TO SHEETS T24-1a & T24-1b FOR CF1R FORMS AND COMPLIANCE INFORMATIONI N S U L A T I O N S C H E D U L EConstruction NameSurface Type Construction TypeFramingTotal Cavity Winter DesignR-Value U-ValueGarage RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cNone0.332Garage Exterior Wall Exterior Walls Wood Framed Wall 2x6 @ 16" o/cNone0.347R-30 RoofVolume Ceilings Wood Framed Ceiling 2x10 @ 16" o/cR-300.036R-22 RoofVolume Ceilings Wood Framed Ceiling 2x4 @ 16" o/cR-220.056R-21 WallExterior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.069R-21 Wall 1Interior Walls Wood Framed Wall 2x6 @ 16" o/cR-210.064Attic / Roof / Zone 2 Attic Roofs Wood Framed Ceiling 2x4 Truss @ 24" o/c R-300.040R-30 Roof HPA Ceilings Below Attic Wood Framed Ceiling 2x6 @ 24" o/cNone0.478R-30 FloorExterior FloorsWood Framed Floor 2x10 @ 24" o/cR-300.033No CrawlspaceR-19 FloorNo CrawlspaceInterior FloorsWood Framed Floor 2x6 @ 16" o/c R-19 0.0491 REFER TO STRUCTURAL ENGINEER DRAWINGS.2 DETAILS REFERENCED IN THESE DRAWINGS AREFOR CLARIFICATION OF THE ARCHITECTURAL DESIGNINTENT. REFER TO ENGINEERINGDRAWINGS PREPARED BY OTHERS FOR DETAILED INFORMATION.3 UPPER FLOOR DIMENSIONS ARE TAKEN FROM TOP OFSUB FLOOR SHEATHING MATERIAL.SECTION NOTES1 TYPICAL EXTERIOR WALL ASSEMBLY: A. WIRE BRUSHED CEDAR or B. OIL RUBBED BRONZE METAL VENEER or C. SMOOTH TROWEL FINISH STUCCO over WIRE LATH over MINIMUM TWO LAYERS GRADE "D" BUILDING PAPER. D. PLYWOOD SHEATHING or SHEAR PANELS WHERE INDICATED E. 2 x WALL FRAMING WITH INSULATION PER T-24. F. 5/8" GYPSUM WALLBOARD (TYPE "X" WHERE REQUIRED)2 TYPICAL FLOOR/CEILING ASSEMBLY: A. FLOOR FINISH - SEE PLAN. B. GYPCRETE C. SUBFLOOR SHEATHING MATERIAL GLUED AND SCREWED, THICKNESS PER STRUCT. ENGINEER. D. FLOOR JOISTS - PER STRUCT. ENGINEER. E. 2X WOOD FURRING (WHERE OCCURS). F. GYPSUM WALLBOARD (TYPE "X" WHERE OCCURS).SYMBOLXX3 TYPICAL STAIR ASSEMBLY: A. HANDRAIL @ 36" MAX., 34" MIN. ABOVE TREAD @ NOSING. B. FINISH MATERIAL PER PLAN. C. 5/8" THICK RISERS. D. 1-1/8" THICK TREADS. E. MIN. (3) 2 X 14 STRINGERS AT STRAIGHT RUN. F. (1) 2 X 8 AT FRONT & BACK OF TREADS AT RADIAL RUN. G. 2 X 8 JOISTS @ 16" O.C. MIN. AT LANDING. REFER TO STRUCTURAL DRAWINGS. H. POSITIVE CONNECTION TO FLOOR PER STRUCTURAL DRAWINGS. J. 1/2" GYPSUM BOARD MIN. AT WALLS AND CEILINGS OF ALL USABLE SPACE UNDER STAIRS. I. GUARDRAIL @ 42" MIN. ABOVE FINISH FLOOR4 CONCRETE SLAB. SEE STRUCTURAL DWGS.5 CONCRETE GARAGE SLAB. SEE STRUCTURAL DWGS.6 2x WOOD FRAMING7 2x CEILING JOIST8 WOOD I-JOISTS. SEE STRUCTURAL DWGS9 WOOD CONVENTIONAL FRAMED ROOF. SEESTRUCTURAL DRAWINGS10 WIRE BRUSHED CEDAR WOOD RAFTER TAIL11 WIRE BRUSHED CEDAR WOOD CORBEL BEAM12 WIRE BRUSHED CEDAR WOOD DETAILING13 PLYWOOD ROOF SHEATHING14 PLYWOOD DECK SHEATHING15 INSULATION, SEE TITLE 2416 CLAY TILE ROOFMANUFACTURER: REDLANDSCLASS "A" RATED17 BUILT-UP ("CLASS A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" : 12 MINIMUM SLOPE U.N.O.18 ZINC METAL ROOF19 SHEET METAL WRAPPED CANOPY ROOFW/ CONCEALED GUTTEROIL RUBBED BRONZE FINISH20 ROOF DRAIN W/ OVERFLOW21 COPPER GUTTER / DOWNSPOUT22 STEEL ENTRY DOOR23 WOOD DOOR / WINDOW24 STEEL DOOR / WINDOW25 WIRE BRUSHED CEDAR WOOD GARAGE DOOR26 WIRE BRUSHED CEDAR WOOD GATE27 WIRE BRUSHED CEDAR WOOD SHUTTER28 TILE PAVER CHIMNEY CAP29 COPPER PARAPET WALL CAP FLASHING30 PLANTER WALL - REFER TO LANDSCAPE PLANS31 SITE WALL - REFER TO LANDSCAPE PLANS32 DECORATIVE LIGHT FIXTURE33 BUILDING ADDRESS34 AC COMPRESSOR35 BACKUP GENERATOR36 STUCCO SHELF OVER ELASTOMERIC SHEET WATERPROOFING37 STUCCO SOFFIT38 POOL AND SPA - REFER TO LANDSCAPE PLANS39 BUILT-IN BARBEQUE40 WROUGHT IRON BALCONY RAILINGSECTION KEY NOTESSection "J"SCALE: 3/16" = 1'-0"28 9'-6"4128'-112"9'-012"8'-112"ANG El. 10.56'Maximum AllowableHeight El. 39.56'1821818T.O. ChimneyCap El. 39.05'8'-112"9'-012"2115181612499115FS El. 11.31'301273175FS El. 11.31'FS El. 11.29'16TW El. 17.04'FS El. 11.29'FS El. 11.31'TW El. 17.40'7'-778"9'-6"T.O.Slab 11.675'T.O.Slab 11.675'11151861318T.Pl. 20.72'T.O.Shtg 21.78'T.Pl. 31.28'B.O.Hdr. 29.90'T.O. Shtg.El. 35.60'T.O. EyebrowEl. 30.92'T.O. ParapetEl. 32.86'T.O. Shtg.El. 36.00'T.O. ParapetEl. 36.08'T.O. ChimneyCap El. 39.05'B.O.Hdr. 29.90'T.O.Shtg 21.78'T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 19.80'8'-112"T.O. ChimneyCap El. 39.05'9'-012"B.O.Hdr. 19.80'8'-112"Maximum Allowable Height El. 39.56'T.O.Slab 11.675'ANG El. 10.56'8'-112"T.O.Shtg 21.78'9'-6"T.Pl. 31.28'T.Pl. 20.72'B.O.Hdr. 29.90'FS El. 11.28'FS El. 11.35'FS El. 11.08'FS El. 9.18'FS El. 9.74'FS El. 9.74'FS El. 11.31'FS El. 10.49'FS El. 10.32'8'-112"9'-11"9'-6"New TOWEl. 10.70'T.O.Shtg.El. 35.60'T.O.ParapetEl. 35.64'El. 32.86'El. 30.50'T.O.Shtg.T.O.ParapetT.O.Shtg.El. 36.00'T.Pl. 31.28'T.O.Shtg 21.78'B.O.Hdr. 29.90'T.Pl. 20.72'B.O.Hdr. 18.925'FS El. 10.70'3'-0"3'-6"BUILDINGELEVATIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:SCALE: 3/16" = 1'-0"ELEVATION NOTESROOFING MATERIAL:ELEVATION KEY NOTESGUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERS ANDDOWNSPOUTS - ALL COPPER TO BE DARK BROWNIN COLORBUILDING PAPER: PROVIDE A MINIMUM OF TWO LAYERS OF GRADE "D"PAPER OVER ALL WOOD BASED SHEATHING ANDUNDER ALL GROUT BASED MASONRY VENEERS.VAPOR BARRIER: PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRATIONS INCLUDING DOORS AND WINDOWSPER DETAILSCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANYPORTION OF THE BUILDING WITH IN 10'-0", BUT SHALL NOTBE LESS THAN 3' ABOVE THE HIGHEST POINT WHERETHE CHIMNEY PASSES THROUGH THE ROOF.BUILT-UPROOFING:WOOD SIDING:1x8 WIRE BRUSHED CEDARWOOD SIDING OVER GRADE "D"BUILDING PAPERWOOD TRIM:2x WOOD TRIMWIRE BRUSHED CEDAR1891251X8 VERTICAL WOOD SIDING WITH13STEEL DOORS & WINDOWS COLOR - OIL RUBBED BRONZEGARAGE DOORS :COLOR - DARK STAIN EXPRESSIO3/8" STRAIGHT GROVEWIRE BRUSHED CEDARCOLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR3SHEET METAL WRAPPED CANOPY7SMOOTH STUCCO - TROWEL FINISHCHIMNEY CAP - STONE PAVERCOLOR - AGED TERRA COTTA4ZINC METAL ROOFING15EXTERIOR LIGHT FIXTURE16STUCCO OVER CMU WALL20SMOOTH STUCCO / TROWEL FINISHWOOD GATE :21WOOD DETAILING :WIRE BRUSHED CEDAR19COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDARORNAMENTAL IRON BARN DOOR HARDWARECOLOR - BELGIAN BLACK WROUGHT IRON BALCONY DETAILINGCOLOR : BELGIAN BLACKWOOD SHUTTER :COLOR - DARK STAIN EXPRESSIO14WIRE BRUSHED CEDARWROUGHT IRON: FLAT MATTE POWDER COATCOLOR - BELGIAN BLACKSTEEL CHANNELEYEBROW:SHEET METALOIL RUBBED BRONZECONCEALED GUTTERWOODDOORS / WINDOWS:WIRE BRUSHED CEDARFACTORY FINISHBY - "WOODWORKS ETC., INC"COLOR - DARK GREYSTEELDOORS / WINDOWS:HOT DIPPED GALVANIZEDBY - "STEELWORKS ETC., INC"FINISH - OIL RUBBED BRONZEGLAZING - METAL STOPSMOOTH STUCCOFINISH:PAINTED 3-COAT EXTERIOR PLASTER BY:"MERLEX" COLOR: P-1007/8" THICK THREE-COAT PORTLAND CEMENT PLASTERW/ SMOOTH FINISH OVER LATH AND BUILDING PAPER(PROVIDE W LAYERS OF GRADE D PAPER AT SHEARWALLS, AND WOOD SHEATHING)FINISH: OIL RUBBED BRONZECOLOR - PAINT "MT AQUAFIR" (DARK GREY)ANTIQUE PAVER TILE (CLASS "A")COLOR - VARIES STONE PAVER OVER CONCRETE SLABREFER TO LANDSCAPE PLANS 22HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROMSTREET (MINIMUM 4" HIGH x 1" WIDE) CRC R31925AC COMPRESSORREFER TO SPECIFICATIONS26ELECTRIC METERREFER TO ELECTRICAL PLANS27GAS METERREFER TO PLUMBING PLANS2810STEEL ENTRY DOORCOLOR - OIL RUBBED BRONZE17GUTTERS / DOWNSPOUT29WASTE BIN LOCATION11WOOD DOORS & WINDOWS COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR18REDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.2GLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND INSTALLATION INSTRUCTIONSREDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.W/ CONCEALED GUTTERPLANTERREFER TO LANDSCAPE PLANS 23BUILT-IN BARBEQUEREFER TO LANDSCAPE PLANS 2464 x 6 WOOD SHAPED RAFTER TAILEast ElevationSCALE: 3/16" = 1'-0"South Elevation29 Maximum Allowable Height El. 39.56'8'-112"ANG El. 10.56'9'-012"9'-6"FS El. 11.08'FS El. 9.06'FS El. 9.18'FS El. 9.47'FS El. 11.44'FS El. 9.74'FS El. 9.63'8'-112"8'-112"9'-6"9'-11"TW El. 17.04'T.O.Slab 10.80'T.O. ChimneyCap El. 39.05'31T.O.Slab El 11.675'1C12TW El. 17.04'FS El. 10.90'4A23T.O.Shtg.El. 32.86'T.O.ParapetT.O.ChimneyCap El. 39.05'El. 35.64'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 18.925'14Maximum Allowable Height El. 39.56'FS El. 10.90'8'-112"9'-6"ANG El. 10.56'8'-112"FS El. 9.70'FS El. 10.90'FS El. 11.40'8'-112"9'-6"FS El. 11.27'EG El. 9.64'FS El. 11.35'9'-012"TW El. 17.04'T.O. ChimneyCap El. 39.05'El. 10.70'New TOWT.O.Slab 11.675'T.O. Shtg.El. 35.60'T.O. ParapetEl. 36.00'T.O. Shtg.El. 35.64'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O.Hdr. 29.90'T.Pl. 31.28'T.O.Shtg 21.78'T.Pl. 20.72'B.O. Hdr. 19.80'FS El. 9.15'3'-0"3'-6"North ElevationSCALE: 3/16" = 1'-0"BUILDINGELEVATIONSPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A5.2SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-ELEVO:\2020-PROJECTS\20002\CD\20002-ELEV November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:SCALE: 3/16" = 1'-0"ELEVATION NOTESROOFING MATERIAL:ELEVATION KEY NOTESGUTTERS /DOWNSPOUTS:5" DIAMETER HALF ROUND COPPER GUTTERS ANDDOWNSPOUTS - ALL COPPER TO BE DARK BROWNIN COLORBUILDING PAPER: PROVIDE A MINIMUM OF TWO LAYERS OF GRADE "D"PAPER OVER ALL WOOD BASED SHEATHING ANDUNDER ALL GROUT BASED MASONRY VENEERS.VAPOR BARRIER: PROVIDE VAPOR BARRIER AROUND ALL WALLPENETRATIONS INCLUDING DOORS AND WINDOWSPER DETAILSCHIMNEYTERMINATION:CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANYPORTION OF THE BUILDING WITH IN 10'-0", BUT SHALL NOTBE LESS THAN 3' ABOVE THE HIGHEST POINT WHERETHE CHIMNEY PASSES THROUGH THE ROOF.BUILT-UPROOFING:WOOD SIDING: 1x8 WIRE BRUSHED CEDARWOOD SIDING OVER GRADE "D"BUILDING PAPERWOOD TRIM: 2x WOOD TRIMWIRE BRUSHED CEDAR1891251X8 VERTICAL WOOD SIDING WITH13STEEL DOORS & WINDOWS COLOR - OIL RUBBED BRONZEGARAGE DOORS :COLOR - DARK STAIN EXPRESSIO3/8" STRAIGHT GROVEWIRE BRUSHED CEDARCOLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR3SHEET METAL WRAPPED CANOPY7SMOOTH STUCCO - TROWEL FINISHCHIMNEY CAP - STONE PAVERCOLOR - AGED TERRA COTTA4ZINC METAL ROOFING15EXTERIOR LIGHT FIXTURE16STUCCO OVER CMU WALL20SMOOTH STUCCO / TROWEL FINISHWOOD GATE :21WOOD DETAILING :WIRE BRUSHED CEDAR19COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDARORNAMENTAL IRON BARN DOOR HARDWARECOLOR - BELGIAN BLACK WROUGHT IRON BALCONY DETAILINGCOLOR : BELGIAN BLACKWOOD SHUTTER :COLOR - DARK STAIN EXPRESSIO14WIRE BRUSHED CEDARWROUGHT IRON:FLAT MATTE POWDER COATCOLOR - BELGIAN BLACKSTEEL CHANNELEYEBROW:SHEET METALOIL RUBBED BRONZECONCEALED GUTTERWOODDOORS / WINDOWS:WIRE BRUSHED CEDARFACTORY FINISHBY - "WOODWORKS ETC., INC"COLOR - DARK GREYSTEELDOORS / WINDOWS:HOT DIPPED GALVANIZEDBY - "STEELWORKS ETC., INC"FINISH - OIL RUBBED BRONZEGLAZING - METAL STOPSMOOTH STUCCOFINISH:PAINTED 3-COAT EXTERIOR PLASTER BY:"MERLEX" COLOR: P-1007/8" THICK THREE-COAT PORTLAND CEMENT PLASTERW/ SMOOTH FINISH OVER LATH AND BUILDING PAPER(PROVIDE W LAYERS OF GRADE D PAPER AT SHEARWALLS, AND WOOD SHEATHING)FINISH: OIL RUBBED BRONZECOLOR - PAINT "MT AQUAFIR" (DARK GREY)ANTIQUE PAVER TILE (CLASS "A")COLOR - VARIES STONE PAVER OVER CONCRETE SLABREFER TO LANDSCAPE PLANS 22HOUSE STREET NUMBER VISIBLE AND LEGIBLE FROMSTREET (MINIMUM 4" HIGH x 1" WIDE) CRC R31925AC COMPRESSORREFER TO SPECIFICATIONS26ELECTRIC METERREFER TO ELECTRICAL PLANS27GAS METERREFER TO PLUMBING PLANS2810STEEL ENTRY DOORCOLOR - OIL RUBBED BRONZE17GUTTERS / DOWNSPOUT29WASTE BIN LOCATION11WOOD DOORS & WINDOWS COLOR - DARK STAIN EXPRESSIOWIRE BRUSHED CEDAR18REDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.2GLACIER GREY (CLASS "A")BY JARDEN ZINC (OR EQUAL)ICC REPORT ESR-2048INSTALL PER MANUFACTURER'S SPECIFICATIONSAND INSTALLATION INSTRUCTIONSREDLANDS CLAY TILE ROOFSANDCAST SERIES, OLD HACIENDA TWO PIECE TILEIAPMO UES ER-445THE REDLANDS ROOF TILES, WHEN INSTALLED INACCORDANCE WITH THIS REPORT, ARE CLASS "A" ROOFCOVERINGS IN ACCORDANCE WITH THE IBC AND IRCBUILT UP (CLASS "A")MODIFIED BITUMEN ROOFING OVEREXTERIOR GRADE ROOF SHEATHING1/4" per 12" MINIMUM SLOPE U.N.O.W/ CONCEALED GUTTERPLANTERREFER TO LANDSCAPE PLANS 23BUILT-IN BARBEQUEREFER TO LANDSCAPE PLANS 2464 x 6 WOOD SHAPED RAFTER TAILWest Elevation30 ℄Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'76'-2"21'-6"5'-5"10'-5"16'-6"11'-6"2'-6"17'-10"6'-0"1'-1"41'-7"5'-10"26'-0"12'-10"8'-11"30'-0"4'-9"5'-0"Total Coverage"S" = 3,703 sq.ft76'-2" x 21'-6"S8 = 1,638 sq.ft12'-10" x 4'-9"S3 = 61 sq.ft3'-6" x 8'-11"S2 = 31 sq.ft6'-0" x 6'-11"S1 = 41 sq.ft26' x 30'S4 = 780 sq.ft(12) 5'-5" x 16'-6"S5 = 46 sq.ft16'-6" x 10'-5"S6 = 172 sq.ft11'-6" x 2'-6"S9 = 29 sq.ft17'-10" x 41'-7"S12 = 742 sq.ft6' x 1'-1"S11 = 6 sq.ft(12) 5'-10" x 17'-10"S14 = 52 sq.ft5' x 1'S15 = 5 sq.ft3' x 16'-8"S13 = 50 sq.ft16'-8"3'-0"11'-0"2'-6"2'-6"8'-8"11' x 2'-6"S10 = 28 sq.ft2'-6" x 8'-8"S7 = 22 sq.ft6'-0"6'-11"3'-6"SITE COVERAGEOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.1SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Site Coverage Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation31 Sq. Ft.S1:61 Sq. Ft.S2:780 Sq. Ft.S3:46 Sq. Ft.S4:172 Sq. Ft.S5:22 Sq. Ft.S6:1,638 Sq. Ft.S7:Hatching IndicatesSite CoverageHatching LegendSite CoverageS8:41 Sq. Ft.29 Sq. Ft.S9:Total3,702 Sq. Ft.Coverage Area:28 Sq. Ft.6 Sq. Ft.S10:S11:742 Sq. Ft.S12:50 Sq. Ft.52 Sq. Ft.S13:S14:5 Sq. Ft.S15:31 ℄Δ=30°45'45"R=164.00'L=88.05'Δ=30°49'17"R=178.00'L=95.75'Total Coverage"OS-1" = 1,483 sq.ft TotalCoverage "OS-2" = 202 sq.ft4'-3"10'-7"15'-10"6'-1"9'-4"18'-6"7'-2"26'-8"2'-6"21'-10"1'-9"37'-3"23'-9"7'-9"10'-10"2'-8"2'-10"8'-1"6'-10"2'-6"5'-3"15'-0"18'-6" x 9'-4"OS-1 = 173 sq.ft(12) 6'-1" x 18'-6"OS-4 = 56 sq.ft7'-2" x 2'-6"OS-2 = 18 sq.ft8'-1" x 6'-10"OS-3 = 55 sq.ft(12) 5'-3" x 15'OS-5 = 42 sq.ft2'-10" x 15'OS-6 = 43 sq.ft37'-3" x 21'-10"OS-7 = 812 sq.ft26'-8" x 2'-6"OS-8 = 67 sq.ft23'-9" x 1'-9"OS-9 = 41 sq.ft(12) 7'-9" x 23'-9"OS-10 = 93 sq.ftOS-11 = 3 sq.ftOS-12 = 14 sq.ft2'-10" x 15'OS-13 = 54 sq.ftOS-15 = 1 sq.ftOS-14 = 11 sq.ft5'-0"10'-7" x 15'-10"OS-16 = 168 sq.ft(12) 4'-3" x 15'-10"OS-17 = 34 sq.ftSITE OPEN SPACEOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.2SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Site Open Space Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation18 Sq. Ft.S1:55 Sq. Ft.S2:56 Sq. Ft.S3:42 Sq. Ft.S4:43 Sq. Ft.S5:812 Sq. Ft.S6:67 Sq. Ft.S7:Hatching IndicatesSite Open SpaceHatching LegendSite Open SpaceS8:173 Sq. Ft.41 Sq. Ft.S9:Total OS-11,483 Sq. Ft.Coverage Area:93 Sq. Ft.3 Sq. Ft.S10:S11:14 Sq. Ft.S12:54 Sq. Ft.11 Sq. Ft.S13:S14:1 Sq. Ft.S15:Total OS-2202 Sq. Ft.Coverage Area:168 Sq. Ft.S16:34 Sq. Ft.S17:Total Open Space1,685 Sq. Ft.Coverage Area:32 Total Main Level "B" = 2,418 sq.ftTotal 3 Car Garage "C1" = 867 sq.ft17'-10"76'-2"2'-6"8'-8"39'-11"1'-7"21'-6"2'-6"11'-6"11'-412"2'-0"3'-512"2'-012"5'-3"76'-2" x 21'-6"B2 = 1,637 sq.ft2'-6" x 8'-8"B1 = 22 sq.ft17'-10" x 39'-11"B3 = 712 sq.ft11'-4 1/2" x 1'-7"B4 = 18 sq.ft2' x 2'B5 = 4 sq.ft2' x 6"B6 = 1 sq.ft3'-5 1/2" x 5'-3"B7 = 18 sq.ft11'-6" x 2'-6"B5 = 29 sq.ft26' x 30'C1 = 780 sq.ft3' x 13'-3"C2 = 40 sq.ft9'-10" x 4'-9"C3 = 47 sq.ft30'-0"3'-0"13'-3"9'-10"4'-9"3'-0"26'-0"MAIN LEVEL AREAOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.3SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Main Level Area Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation22 Sq. Ft.B1:1,637 Sq. Ft.B2:Total712 Sq. Ft.B3:18 Sq. Ft.B4:29 Sq. Ft.B5:2,418 Sq. Ft.Main Level Area:Hatching IndicatesMain Level AreaHatching LegendMain Level AreaTotal780 Sq. Ft.C1:867 Sq. Ft.3 Car Garage40 Sq. Ft.C2:47 Sq. Ft.C3:Garage AreaPool Eqipment :Pool Bath33 2'-6"22'-3"57'-0"21'-6"8'-8"11'-312"4'-11"29'-0"15'-0"8'-612"21'-6"16'-8"2'-2"2'-212"6'-812"3'-0"10'-912"2'-112"4'-5"17'-6"11'-0"2'-6"Total Upper Level"D" = 3,248 sq.ft22'-3" x 21'-6"D5 = 478 sq.ft24'-1" x 29'D2 = 697 sq.ft2'-6" x 8'-8"D4 = 22 sq.ft15' x 2'-6"D3 = 38 sq.ft15' x 11'-3 1/2"D1 = 169 sq.ft57' x 21'-11"D9 = 1,225 sq.ft9' x 8'-6 1/2"D8 = 76 sq.ft11' x 2'-6"D16 = 27 sq.ft17'-6" x 17'-1"D15 = 297 sq.ft6'-8 1/2" x 2'-1 1/2"D14 = 13 sq.ft6'-8 1/2" x 4'-5"D13 = 29 sq.ft6'-8 1/2" x 2'-2 1/2"D12 = 14 sq.ft10'-9 1/2" x 2'-2"D11 = 22 sq.ft3' x 16'-8"D10 = 49 sq.ft25'-0"9'-0"5'-9"9'-0"7'-0"5'-9"5'-9" x 9'D6 = 52 sq.ft5'-9" x 7'D7 = 40 sq.ft17'-1"UPPER LEVEL AREAOVERLAY PLANPLOT REFERENCE DATE: 11-23-20SHEET NUMBER:503 32ND STREET, SUITE 130TELEPHONE: (949) 999-3255NEWPORT BEACH, CA 92663FAX: (949) 999-3259STAMP:TELEPHONE:FAX:A9.4SHEET TITLE:© RITNER GROUP, INC. 2020 expressly reserves allcommon law copyright and property rights in these plans.These plans are not to be reproduced, changed orcopied in any form or manner whatsoever, nor are theyto be assigned to any third party without first obtaining the express written permission and consent ofRITNER GROUP, INC.PROJECT DESIGNER:PROJECT CAD FILE:PROJECT NUMBER:DRAWN BY:PROJECT MANAGER:20002-FLOOR-OVERLAYO:\2020-PROJECTS\20002\CD\20002-FLOOR-OVERLAY November 22, 2020FGBW20002Julie Mumma513 Dragon Gate CourtHenderson, NV 89012Coastal Development Permit Submittal Set 11-23-20PROJECT:BUILDING DEPARTMENT SUBMITTAL: -REVISIONS:Upper Level Area Overlay PlanSCALE: 1/4" = 1'-0"OverlayTabulation169 Sq. Ft.D1:697 Sq. Ft.D2:Total38 Sq. Ft.D3:22 Sq. Ft.D4:478 Sq. Ft.D5:52 Sq. Ft.D6:40 Sq. Ft.D7:3,248 Sq. Ft.Main Upper Area:Hatching IndicatesUpper Level AreaHatching LegendUpper Level Area76 Sq. Ft.D8:1,225 Sq. Ft.D9:49 Sq. Ft.D10:22 Sq. Ft.D11:14 Sq. Ft.D12:Hatching IndicatesDeck Area297 Sq. Ft.D15:27 Sq. Ft.D16:29 Sq. Ft.D13:13 Sq. Ft.D14:34 LEGENDSCOPE OF WORKCITY OF NEWPORT BEACH NOTESADDITIONAL NOTESSURVEYOREASEMENT NOTESDETAILCATCH BASIN FILTER INSERT139 Avenida NavarroSan Clemente, CA 92672949.492.8586www.toalengineering.comCIVIL ENGINEERINGLAND SURVEYINGSTORMWATER QUALITY35 SURVEYOR139AvenidaNavarroSanClemente,CA92672949.492.8586www.toalengineering.comCIVILENGINEERINGLANDSURVEYINGSTORMWATERQUALITYPRELIMINARY PLAN, NOT FOR CONSTRUCTIONYEAR-ROUND BMP REQUIREMENTSYEAR-ROUND BMP REQUIREMENTSTRACKING CONTROL BMPsEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTLEGENDNOTE36 DETAILCATCH BASIN FILTER INSERT139AvenidaNavarroSanClemente,CA92672949.492.8586www.toalengineering.comCIVILENGINEERINGLANDSURVEYINGSTORMWATERQUALITYPROPOSED BUILDINGWQMP LEGENDRUNOFF FLOW DIRECTIONPROPOSED ROOF DOWNSPOUTAND FILTER INSERTFLOW DIRECTION IN DRAIN LINESPROPOSED DRAIN LINECATCH BASIN WITH FILTER INSERTPROPOSED DRAIN INLETSPROPOSED CONCRETE PAVINGDRAINAGE BOUNDARYPROPOSED PERVIOUS SURFACEPROPOSED FORCE MAIN37 trash trash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' Clgbuilt-inmechanicalMechbuilt-inbuilt-inWicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118D117D119Date: June 5, 2020Sheet No.L-1Revision No. DescriptionScale: 1/8" = 1'-0"Project No.NPlanHardscapeSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License11-23-20 CDP Submittal38 trash trash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' Clgbuilt-inmechanicalMechbuilt-inbuilt-inWicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118D117D119Date: June 5, 2020Sheet No.L-7Revision No. DescriptionScale: 1/8" = 1'-0"Project No.NPlanTreeSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License11-23-20 CDP Submittal39 trash trash13CUp19RDnDn3-CarGarage9'-9" ClgConcreteBedroom 4 9' Clgcoatselectmeter OutdoorRoom9'-10" ClgSlope2%LivingRoom9'-10" ClgPdr 9' ClgEntryFoyer9'-10" ClgKitchen9'-10" ClgBath 49' ClgChef'sKitchen9-10"' Clgbuilt-inmechanicalMechbuilt-inbuilt-inWicstorage12C9A10A1512A161513A216359B510B13B2PoolBathPoolEquipFilterHeaterPumpsbuilt-inMinimum20' x 28'-3"Clear Dimensionat 3 Car GarageF.F. El. 11.78F.F. El. 10.925F.F. El. 11.47EntryVestibule 9' ClgF.F. El. 10.92511'-6" x 9'6' x 5'-6"13' x 15'10'-6" x 6'-6"elevatorhall 9' Clgstairhall9' -10" ClgF.F. El. 11.78F.F. El. 10.90F.F. El. 11.47F.F. El. 10.925D103D104D106D110D109D111D113D115D116D118D117D119Date: June 5, 2020Sheet No.L-8Revision No. DescriptionScale: 1/8" = 1'-0"Project No.NPlanPlantingSheet Titled e s i g nProject NameLot 74, Tract 4003Newport Beach, CAMumma74 Linda IsleResidenceDana Point, CA 9262925622 Eastwind Dr.949 338-8097 c.pete@philips-design.comState License7-20-20 CDP Submittal40