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HomeMy WebLinkAbout04_The Milan Panic Family Trust Residence CDP_PA2019-033 PO Q em CITY OF NEWPORT BEACH / ZONING ADMINISTRATOR STAFF REPORT May 30, 2019 Cq[/FOAgenda Item No. 4 SUBJECT: The Milan Panic Family Trust Residence (PA2019-033) Coastal Development Permit No. CD2019-013 SITE LOCATION: 2104 East Balboa Boulevard APPLICANT: Hudgins Design Group, Inc. OWNER: The Milan Panic Family Trust PLANNER: Chelsea Crager, Associate Planner 949-644-3227., ccrager@newportbeachca.gov LAND USE AND ZONING • General Plan: RS-D (Single-Unit Residential Detached) • Zoning District : R-1 (Single-Unit Residential) • Coastal Land Use Category: RSD-13 (Single Unit Residential Detached) (6.0-9.9 DU/AC) • Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to demolish an existing single-family residence and construct a new three-story, 14,273-square-foot, single-family residence with an 897- square-foot garage and 8,559-square-foot subterranean basement. The project includes hardscape, drainage, landscaping improvements, and accessory structures including a swimming pool. The project also includes a reinforced bulkhead and height extension to address coastal hazards protection. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. The subject property is bisected by the coastal permit jurisdiction boundary resulting in a portion of the front patio accessory improvements and the bulkhead improvements being within the California Coastal Commission's permit jurisdiction and requiring their review. This Coastal Development Permit is intended to cover portions of the project within the City's permit authority as designated in the Local Coastal Program (Title 21 of the Newport Beach Municipal Code). 03/13/2018 2 The Milan Panic Family Trust Residence (PA2019-033) Zoning Administrator, May 30, 2019 Page 2 RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2019-013 (Attachment No. ZA 1). DISCUSSION Land Use and Development Standards • The subject property is located in the R-1 Coastal Zoning District, which provides for single-unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. • The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with two- and three- story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. • The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 —Development Standards Development Standard Standard Proposed Setbacks min. Front street 0 feet 0 feet Front(water) 30 feet 30 feet Sides 4 feet 4 feet Allowable Floor Area max. 19,408 square feet 15,170 square feet Allowable 3'd Floor Area (max.)_ 1,455 square feet 1,356 square feet Open Space (min.) 1,455 square feet 3,182 square feet Parkin min. 3-car garage 3-car ara e Height(max.) 24-foot flat roof 24-foot flat roof 29-foot sloped roof 29-foot sloped roof TmpIC 03/13/18 The Milan Panic Family Trust Residence (PA2019-033) Zoning Administrator, May 30, 2019 Page 3 Hazards • The property fronts the Newport Bay and is a private waterfront parcel. The project site is protected by an existing seawall with the top of the bulkhead at elevation 8.55 feet North American Vertical Datum of 1988 (NAVD 88). The existing bulkhead does not have noticeable signs of distress, however it is required to be repaired and raised. The site is also vulnerable to flooding from the adjacent street ends and other low- lying properties that will need to be protected in the future. The project proposes to reinforce the existing wall and add a cap that will bring the height to 10.6 feet (NAVD 88). No development is proposed bayward of the existing seawall. • A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated March 27, 2019, for the project. The maximum bay water elevation is 7.7 feet (NAVD 88) and may exceed the current 8.55 feet (NAVD 88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 2.9-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.6 feet (NAVD 88) (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing seawall/bulkhead is reinforced and raised per the report's recommendations, flooding, wave run-up, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. The report concludes that the proposed project will be safe from flooding hazards for the next 75 years with the reinforced/capped bulkhead. Therefore, the project has been conditioned to raise or cap the bulkhead up to 10.6 feet (NAVD 88). • The finished first floor elevation of the proposed single-family residence is 11.0 feet (NAVD 88), which complies with the minimum 9.0 feet (NAVD 88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.7 feet NAVD 88) will not exceed the proposed finished floor elevation for the anticipated 75-year life of the structure. • Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will TmpIC 03/13/18 The Milan Panic Family Trust Residence (PA2019-033) Zoning Administrator, May 30, 2019 Page 4 need to be satisfied prior to final building inspection, and prior to the issuance of building permits, respectively. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The property fronts the Newport Bay. Pursuant to NBMC Section 21.35.030 (Construction Pollution Prevention Plan), a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been prepared and included in the plan sets for review and approval prior to the issuance of construction permits. Construction plans and activities will be required to adhere to the approved CPPP. • Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the site's proximity to the water and because the development contains more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP/WQMP)was prepared by John Dinh Tran of JT Consulting Engineers, dated May 8, 2018. The final WQHP/WQMP will be required to be reviewed and approved by the City's Engineer Geologist prior to building permit issuance. The WQHP/WQMP includes a polluted runoff and hydrologic site characterization, treatment control BMPs, use of a low-impact development approach and bioretention system to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be required to comply with the approved WQHP/WQMP prior to the issuance of building permits. • The project design addresses water quality with a construction erosion control plan and a post-construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access and Views The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 requires that the provision of public access TmpIC 03/13/18 J The Milan Panic Family Trust Residence (PA2019-033) Zoning Administrator, May 30, 2019 Page 5 bear a reasonable relationship between the requirement and the project's impact, and be proportional to the impact. In this case, the project replaces an existing single- family residence located on an R-1 lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. • The project site is not located adjacent to a coastal view road, public access way, or Coastal Viewpoint as identified in the Coastal Land Use Plan. The nearest coastal viewpoint is West Jetty View Park and is not visible from the site. The proposed single-family residence complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. • Vertical access to the bay and beach is available at street ends throughout the Balboa Peninsula, including K Street approximately 650 west of the subject property. Lateral access is available on the beach on the south side of the Balboa Peninsula. The project does not include any features that would obstruct access along these routes. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 15,170-square- foot single-family residence and 8,559-square-foot subterranean basement. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. TmpIC 03/13/18 The Milan Panic Family Trust Residence (PA2019-033) Zoning Administrator, May 30, 2019 Page 6 APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: LIAVA �MkL Chelsea Crager Associate Planner cewW Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmp1t:03/13/18 Attachment No. ZA 1 Draft Resolution 03/13/2018 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2019-013 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW THREE-STORY, SINGLE-FAMILY RESIDENCE INCLUDING A BASEMENT AND ATTACHED GARAGE LOCATED AT 2104 EAST BALBOA BOULEVARD (PA2019-033) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Hudgins Design Group, Inc., with respect to property located at 2104 East Balboa Boulevard, requesting approval of a coastal development permit. 2. The lot at 2104 East Balboa Boulevard is legally described as Parcel 2 of Page 47 in Parcel Book 13. 3. The applicant requests a coastal development permit to demolish an existing single- family residence and construct a new three-story, 14,273-square-foot, single-family residence with an 897-square-foot garage and 8,559-square-foot subterranean basement. The project includes hardscape, drainage, landscaping improvements, and accessory structures including a swimming pool. The project also includes a reinforced bulkhead and height extension for coastal hazards protection. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits. No deviations are requested. 4. The subject property is bisected by the coastal permit jurisdiction boundary resulting in a portion of the property within the California Coastal Commission's permit jurisdiction. This Coastal Development Permit is intended to cover portions of the project within the City's permit authority as designated in the certified Local Coastal Program (LCP) (Title 21 of the Newport Beach Municpal Code). 5. The subject property is designated RS-D (Single-Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single-Unit Residential) Zoning District. 6. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD-B (Single Unit Residential Detached) (6.0-9.9 DU/AC) and it is located within the R-1 (Single-Unit Residential) Coastal Zone District. 7. A public hearing was held on May 30, 2019, in the Corona del Mar Conference Room (Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. 05-15-2018 8 Zoning Administrator Resolution No. ##I## Page 2 of 10 SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 15,170-square- foot single-family residence and 8,559-square-foot subterranean basement. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 19,408 square feet and the proposed floor area is 15,170 square feet. b. The proposed development provides the minimum required setbacks, which are 0 feet along the front property line abutting Balboa Boulevard, 4 feet along each side property line and 30 feet along the front property line on the waterfront. C. The highest guardrail is less than 24 feet from established grade (11.42 feet North American Vertical Datum of 1988 [NAVD 88])and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. 05-15-2018 Zoning Administrator Resolution No. ##1## Page 3 of 10 d. The project includes garage parking for a total of three vehicles, complying with the minimum two-/three-car garage parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development. 3. The property fronts the Newport Bay and is a private waterfront parcel. The project site is protected by an existing seawall with the top of the bulkhead at elevation 8.55 feet (NAVD 88). The existing bulkhead does not have noticeable signs of distress, however it is required to be repaired and raised. The site is also vulnerable to flooding from the adjacent street ends and other low-lying properties that will need to be protected in the future. The project proposes to reinforce the existing wall and add a cap that will bring the height to 10.6 feet (NAVD 88). No development is proposed bayward of the existing seawall. 4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated March 27, 2019, for the project. The current maximum bay water elevation is 7.2 feet (NAVD 88) and may exceed the existing 7.7 feet (NAVD 88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 2.9-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.6 feet (NAVD 88) (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing seawall/bulkhead is reinforced and raised per the report's recommendations, flooding, wave run-up, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. The report concludes that the proposed project will be safe from flooding hazards for the next 75 years with the reinforced/capped bulkhead. Therefore, the project has been conditioned to raise or cap the bulkhead up to at least 10.6 feet (NAVD 88). 5. The finished floor elevation of the proposed single-family residence/condominiums is 11.0 feet (NAVD 88), which complies with the minimum 9.00-foot (NAVD 88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.7 feet NAVD 88) will not exceed the proposed seawall protecting the single-family residence at elevation 10.6 feet (NAVD 88) for the anticipated 75-year life of the structure. 6. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need 05-15-2018 1O Zoning Administrator Resolution No. ##1## Page 4 of 10 to be satisfied prior to final building inspection, and priorto the issuance of building permits, respectively. 7. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 8. The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution of runoff derived by construction chemicals and materials. 9. The project design includes a post-construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event runoff on- site. Any water not retained on-site is directed to the City's storm drain system. 10. The property fronts the Newport Bay. Pursuant to NBMC Section 21.35.030 (Construction Pollution Prevention Plan), a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs)during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been prepared and included in the plan sets for review and approval prior to the issuance of construction permits. Construction plans and activities will be required to adhere to the approved CPPP. 11. Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the site's proximity to the water and because the development contains more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP/WQMP) was prepared by John Dinh Tran of JT Consulting Engineers, dated May 8, 2018. The final WQHP/WQMP will be required to be reviewed and approved by the City's Engineer Geologist prior to building permit issuance. The WQHP/WQMP includes a polluted runoff and hydrologic site characterization, treatment control BMPs, use of a low-impact development approach and bioretention system to retain the design storm runoff volume on-site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be required to comply with the approved WQHP/WQMP prior to the issuance of building permits. 12. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought-tolerant species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 13. The project site is not located adjacent to a coastal view road, public access way, or coastal viewpoint as identified in the Coastal Land Use Plan. The nearest coastal 05-15-2018 22 Zoning Administrator Resolution No. ##I## Page 5 of 10 viewpoint is West Jetty View Park and is not visible from the site. The proposed single- family residence complies with all applicable Local Coastal Program (LCP) development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Additionally, the project does not contain any unique features that could degrade the visual quality of the coastal zone. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Facts in Support of Finding: 1. The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact, and be proportional to the impact. In this case, the project replaces an existing single-family residence located on an R-1 lot with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited (appropriate height, setbacks, etc.) so as not to block or impede existing public access opportunities. 2. Vertical access to the bay and beach is available at street ends throughout the Balboa Peninsula, including K Street approximately 650 west of the subject property. Lateral access is available on the beach on the south side of the Balboa Peninsula. The project does not include any features that would obstruct access along these routes. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2019-013, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in 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. 05-15-2018 12 Zoning Administrator Resolution No. #### Page 6 of 10 PASSED, APPROVED, AND ADOPTED THIS 30TH DAY OF MAY, 2019. Patrick J. Alford, Zoning Administrator 05-15-2018 13 Zoning Administrator Resolution No. ##I## Page 7 of 10 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Prior to finalization of building permits for the new residence, the existing bulkhead or similar flood protection improvement shall be raised or replaced to provide a minimum elevation of 10.6 feet (NA VD 88). All improvements shall occur landward of the existing bulkhead. 3. Prior to final building permit inspection, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices to address the threat of damage or destruction from waves, erosion, storm conditions, landslides, seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the property, or development of the property, today or in the future. The agreement shall be binding against the property owners and successors and assigns. 4. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs)of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development.This letter shall be scanned into the plan set priorto building permit issuance. 5. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. No demolition or construction materials shall be stored on public property. 6. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 7. This Coastal Development Permit does not authorize any development seaward of the private property. 8. The applicant is responsible for compliance with the Migratory Bird Treaty Act. In compliance with the (MBTA), grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting 05-15-2018 14 Zoning Administrator Resolution No. #### Page 8 of 10 season from February 1 to August 15, compliance with the following is required to prevent the taking of Native Birds pursuant to MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 9. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 10. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 11. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the 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. 12. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 13. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 14. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 15. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 16. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious 05-15-2018 15 Zoning Administrator Resolution No. ##### Page 9 of 10 to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 17. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 18. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 19. Prior to the issuance of building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 20. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 21. Prior to the issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the approved CPPP and WQHPNVQMP and any changes could require separate review and approval by the Building Division. 22. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 23. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 24. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 25. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 26. This Coastal Development Permit No. CD2019-013 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and 05-15-2018 10 Zoning Administrator Resolution No. ##1## Page 10 of 10 Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 27.To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of The Milan Panic Family Trust Residence including, but not limited to, Coastal Development Permit No. CD2019-013 (PA2019-033). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 05-15-2018 17 Attachment No. ZA 2 Vicinity Map 03/13/2018 28 VICINITY MAP _ Subject Property A :v AVE E l�r�nlerr TT p1� rj '.Aj t MRAI RUA BLVD E { ' d"I ,URN GRIL � %9,�F(Su q' Ji�a'a I lE ;���-u'"�� f��;�:.'. •' ��ay�` 4'.< r VI + JV IP Coastal Development Permit No. CD2019-013 PA2019-033 2104 East Balboa Boulevard 03/13/2018 29 Attachment No. ZA 3 Project Plans 03/13/2018 20 hudgins design group, Inc. Ar 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 P A N C R E S I D E N C E info@hudginsdesign.com 2104 EAST BALBOA BLVD . NEWPORT BEACH , CA 92661 04-01 -2019 GENERAL NOTES: ABBREVIATIONS: SYMBOLS: PROJECT TEAM: SHEET LIST: W HUDGINS DESIGN GROUP, INC, hereby expressly reserves its common law copy right and other property rights in A.B. ANCHOR BOLT G.F.R.C. GLASS FIBER REINFORCED CEMENT OWNER MR. PANIC COV 1 COVER SHEET 2104 E. BALBOA BLVD. A.C. ASPHALT CONCRETE GLS GLASS these plans. These plans are not to be reproduced, copied or changed in any form or manner whatsoever, not are ABV. ABOVE G.I. GALVINIZED IRON 2 DETAIL NUMBER NEWPORT BEACH, CA 92661 COV 2 COVER SHEET they to be assigned to any third party without first obtaining the expressly written permission and consent of HUDGINS A.F.F. ABOVE FINISH FLOOR GR GRANITE A SHEET NUMBER Cfl DESIGN GROUP, INC. AL ALUMINUM GRD GRADE COV 3 CAL GREEN NOTES �q ALT ALTERNATE GYP.BD. GYPSUM BOARD E= SECTION NUMBER COV 4 CAL GREEN NOTES N 1.All work, including materials and workmanship, shall conform to the requirements of local codes, laws, and APP APPROXIMATE H.M, HOLLOW METAL ARCH ARCHITECTURAL H.C. HOLLOW CORE DIRECTION INDICATOR RECORD BOUNDARY SURVEY ordinances and as specified by all by all governing authorities where applicable. Reference is t the latest accepted DESIGNER HUDGINS DESIGN GROUP, INC. - Q BD BOARD HC HANDICAPPED edition or revision. In the event of conflict with code requirements, that code requirement or note which establishes the 1107 SOUTH COAST HWY. BLW BELOW HD HIGH DENSITY, HOLD DOWN A TP-01 SURVEY higher standard shall take precedence. BET BETWEEN HDW HARDWARE INTERIOR ELEVATION LAGUNA BEACH, CA 92651 U BLDG BUILDING HR HOURD*LB__ FIGURE NUMBER P. 949.322.7922 C-01 PRELIMINARY GRADING AND DRAINAGE 2.The intention of the Contract Documents is to include all labor and materials, equipment, and transportation BM BEAM HT HEIGHT SHEET NUMBER UJ M necessary for the complete and proper execution of the work. BOT BOTTOM HRT. HEATER C-02 EROSION CONTROL PLAN U BYN BEYOND I.D. INSIDE DIAMETER G A101 SITE PLAN 3.The Contractor shall visit the job site prior to bidding an portion of the work. The Contractor shall verify all BW BOTH WAYS IN INCH SURVEY TOAL ENGINEERING Q w ] P 9 y p C.J. CEILING JOISTS INS. INSULATION /� 139 AVENDIA NAVARRO, A102 SITE HARDSCAPE PLAN dimensions and existing conditions prior to beginning work, including but not limited to existing interior walls and roof C.M.U. CONCRETE MASONRY UNITS INT. INTERIOR I 7 REFERENCE GRID LINE structures. Should any condition arise where the intent of the drawings is in doubt or where there is a discrepancy C.O. CLEAR OPENING JAN. JANITOR (D SAN CLEMENTE, CA 92672 m between the Contract Documents and the field conditions, or within the Contract Documents,the Contractor shall notify CAB CABINET JT. JOINT P. 949.492.8586 A103 DEMO PLAN the Architect immediately for clarification.Acceptance of these contract documents releases Architect from any liability CLG CEILING KIT. KITCHEN MTL-1 COLORIFINISH SYMBOL A104 LANDSCAPE PLAN laaaaaaa of inaccurate portray of existing conditions whatsoever as established by consulting engineers and/or surveyors. CEM CEMENT L. LENGTH CER CERAMIC LAV. LAVATORY A105 AREA DIAGRAM CLR CLEAR M.C. MEDICINE CHEST KEYNOTE SHORING PMA CONSULTING, INC. /� 4. Dimensions are from face of studs or to center of wall as indicated on drawings, unless noted otherwise. COL COLUMN M.O. MASONRY OPENING 28161 CASITAD CT. A106 AREA DIAGRAM / � CONC CONCRETE MAS. MASONRY LAGUNA NIGUEL, CA,92677 �/ 5.Written dimensions take precedence. Do not scale drawings. Field verify all dimensions and conditions. Walls not CONN CONNECTION MAX. MAXIMUM AO WINDOW SYMBOL A107 PAD HEIGHT DIAGRAM CONST CONSTURUCTION MECH. MECHANICAL P. 714.717.7542 dimensioned are to align with existing walls or be abutted or lied to existingwalls per drawings. Doors not LU 9 9 pp 9 CONT CONTINUOUS MED. MEDIUM A201 REFERENCE PLAN - BASEMENT dimensioned and shown jamb tight shall be set 3"from perpendicular wall to outer edge of doorjamb. CONTR CONTRACTOR MFG. MANUFACTURER 6 DOOR SYMOBL z D DEPTH MIN. MINIMUM A202 REFERENCE PLAN - LEVEL 1 UJ 6. Reference to any detail or drawing is for convenience only and does not limit the application of such details or D.F. DRINKING FOUNTAIN,DOUGLAS FIR MISC. MISCELLANEOUSGEOTECH EGA CONSULTANTS A203 REFERENCE PLAN - LEVEL 2 drawings. D.S. DOWNSPOUT MTD MOUNTED � PLUMBING FIXTURE 375-C MONTE VISTA AVENUE DB. DOUBLE MTL. METAL COSTA MESA, CA, 92627 A204 REFERENCE PLAN - LEVEL 3 DET DETAIL IN] NEW �� _J 7.The design, adequacy and safety of erection bracing, shoring, temporary supports, etc., is the sole responsibility of DIA DIAMETER N.I.C. NOT IN CONTRACT +/ PLUMBING ACCESSORY P. 949.642.9309 A205 REFERENCE PLAN - ROOF m the Contractor. The Contractor shall be responsible for the stability of the structure and provide necessary bracing prior DIM DIMENSION N.T.S. NOT TO SCALE V to the application of all shear walls, roof and floor diaphragms, and finish materials.The Contractor shall be responsible DN DOWN NAT. NATURAL ® EQUIPMENT LOCATION A221 FLOOR PLAN - BASEMENT - PART A Q for initiating, maintaining, and supervising all safety precautions and programs in connection with the work. DR DOOR O.C. ON CENTER DWG DRAWING O.D. OUTSIDE DIAMETER A222 FLOOR PLAN - BASEMENT - PART B O 8.The Structural, Mechanical, Plumbing, and Electrical Drawings,as well as the drawings of other consultants, are DWR DRAWER OPN. OPENING m supplementary to the Architectural Drawings. It shall be the responsibility of the General Contractor to check with the E.N. EDGE NAIL(ING) OPP OPPOSITE A223 FLOOR PLAN - LEVEL 1 - PART A J pp ry 9 p E.W. EACH WAY P/A PLANTING AREA ` Architectural Drawings before the installation of work shown on the drawings of consultants.The Contractor shall bring EA EACH P.S.I. POUNDS/SQUARE INCH A224 FLOOR PLAN - LEVEL 1 - PART B �� ) Q any discrepancy between the Architectural Drawings and the drawings of the consulting engineers to the attention of ELEC ELECTRIC,ELECTRICAL PL. PLATEA225 FLOOR PLAN - LEVEL 2 - PART A v m the Architect for clarification.Any work installed in conflict with the Architectural drawings and not brought to the ELEV ELEVATION PLAS PLASTER Architect's attention shall be corrected by the Contractor at the Contractor's expense and at no expense to the Owner E.I.F.S. EXTERIOR INSULATION PLY PLYWOOD A226 FLOOR PLAN - LEVEL 2 - PART B � AND FINISH SYSTEM POL POLISH, POLISHED (n or Architect. EQ EQUAL PR. PAIR A227 FLOOR PLAN - LEVEL 3 - PART A Q EQUIP EQUIPMENT PT. PAINT 9. Prior to performance of work, the Contractor shall require each subcontractor to notify the Contractor of any work ESMT EASMENT R RADIUS, RAFTER A228 FLOOR PLAN - LEVEL 3 - PART B LU called out in the drawings for his trade that cannot be fully guaranteed. EXH EXHAUST R.D. ROOF DRAIN IE] EXISTING R.O. ROUGH OPENING A301 EXTERIOR ELEVATIONS 'IT 10. Contractor shall verify the location and size of all openings with all drawings and manufactured items where EXP EXPOSED R.R. ROOF RAFTER Z O applicable. F.N. FIELD NAILING R.S. ROUGH SAWN A302 EXTERIOR ELEVATIONS F.O.C. FACE OF CONCRETE RA RETURN AIR (V F.O.M. FACE OF MASONRY REQ REQUIRED A303 EXTERIOR ELEVATIONS 11.The Contractor shall supervise and direct the Work and be solely responsible for all construction, means, methods, F.O.S. FACE OF STUD RI RISER techniques, sequences, procedures, safety and for coordinating all portions of the Work. Erect and install all work to be FRMG FRAMING RM ROOM A401 BUILDING SECTIONS level, plumb, square,true and in proper alignment. FDN FOUNDATION R.O.W. RIGHTOF WAY A402 BUILDING SECTIONS FIN FINISH S STAINLESS FLR FLOOR S.C. SOLID CORE VICINITY MAP: PROJECT SUMMARY: 12. The Contractor here-in agrees to repair or replace any or all work,together with any other adjacent work which may FT Fool SCH. SCHEDULE A403 BUILDING SECTIONS be displaced in connection with such replacement,that may prove to be defective in workmanship or materials within a FTG. FOOTING SECT. SECTION A404 BUILDING SECTIONS period of one year form the date of acceptance, ordinary wear and unusual abuse or neglect excepted. GA GAUGE SH SHELF is Coast Guard GALV GALVINIZED SHTG SHEATHING GAR GARAGE SHWR SHOWER Way, PROJECT ADDRESS SW-0 SEAWALL STRUCTRAL GENERAL NOTES 13. Contractor shall protect all existing structures, landscaping, materials, etc., during construction. Contractor shall 2104 EAST BALBOA BLVD, NEWPORT BEACH,CA,92661 SW-1 SEAWALL STRUCTURAL PLAN patch and repair all surfaces disrupted or damaged during construction to match existing adjacent surfaces. G. F GARAGE FINISH FLOOR SIM SIM PECI a LAR P P P 9 9 9 1 G.F.I. GROUND FAULT INTERRUPTOR SPEC SPECIFICATIONS ° G.F.R.C. GLASS FIBER REINFORCED CEMENT SQ SQUARE LEGAL DESCRIPTION SW-2 SEAWALL STRUCTURAL DETAILS 14.The Contractor shall on a daily basis keep the premises free form all accumulations of waste material or rubbish G.I. GALVINIZED IRON ST. STREET caused by his employees, subcontractors, or work, and at the completion of the work shall remove all rubbish, debris, GLS GLASS STD STANDARD " a"I dD, THOSE PORTIONS OF TRACT NO.756,AS SHOWN ON A MAP THEREOF RECORDED IN BOOK 23, PAGES equipment, and surplus materials from in and about the building and leave the premises "broom clean". GR GRANITE STL STEEL M^ 3. 7 AND 8 OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY GRD GRADE STN STONE 's GYP.BD. GYPSUM BOARD STUC STUCCO 15.An deviation from the Construction Documents ors specifications b the Contractor or Owner without the Y P Y H.M, HOLLOW METAL STRUCT STRUCTURAL m Architect's approval releases the Architect of responsibility and liability in connection with all work so involved. H.C. HOLLOW CORE SYM SYMMETRICAL PROJECT DESCRIPTION SITE s HC HANDICAPPED T&B TOP AND BOTTOM "^� q HD HIGH DENSITY, HOLD DOWN T&G TOUNGE AND GROOVE DEMO(E)HOUSE AND BUILD NEW 18,953 SQ.FT SFR,3,662 SQ.FT. CAR GARAGE AND 1,113 SQ.FT.OF MECH. NEW Clarifications on and/or inconsistencies with the drawings and specifications shall be brought to the attention of the How HARDWARE T TREAD, TEMPERED GLASS HARDSCAPE, LANDSCAPE, POOL, SPA,A.C, FIREPIT, BBQ,REFLECTING POND AND SITE WALLS.REINFORCE(E) Architect by the Contractor prior to commencement of work. HR HOUR TC TOP OF CONCRETE/CURB/CHIMNEYSEAWALL Corona Del HT HEIGHT TD TOP OF DECKvemnsma amm Mar Bend 317 17.The Contractors are responsible for site review and verification of all quantities of materials required to complete HRT. HEATER TP TOP OF PLATE ESay seta°et c;ub Com APN the Installation. I.D. INSIDE DIAMETER TT TOP OF TRELLIS a'A"° ® s IN INCH TR TOP OF ROOF " g y' 048 240 36 18. Separate reviews, approvals and permits are required for grading, accessory buildings and structures, signs, trash INS. INSULATION TRAIL TOP OF HANDRAIL EBa;naa Blvd EBarooa Blvd a INT. INTERIOR TW TOP OF WALL a 5 = enclosures, block walls, retaining walls not supporting the building, and demolition work. Contact city for procedural _ 0 ` CODE ANALYSIS JAN. JANITOR TEL TELEPHONE ;ao Young E;;aa uEa��;,Emaae information. JT. JOINT THK THICK ",==ao„"^^° CODE 2016 CBC,CRC,CMC,CEC(Electrical),CPC, CGBS,CEC(Energy)& KIT. KITCHEN TYP TYPICAL w°. N _ LOCAL CITY ORDINANCES. 19. Prior to any excavation, a meeting will be held on site that will be attended by the project engineer, geologist, L. LENGTH U.N.O. UNLESS NOTED OTHERWISE o°'�• FLR FLOOR UR URINAL CONSTRUCTION TYPE VB project building inspector, general and shoring contractors. M.�,„a, - FT FOOT V.T. VINYL TILE nelBeef OCCUPANCY R-3,U-1 20.A CAL OSHA permit is required where excavations exceed 5ft and a co of the permit shall be supplied to the city FTG. FOOTING V.T.R. VENT THROUGH ROUGH p; P q PY P PP tY GA GAUGE W WIDE,WIDTH ZONE RL-LOW DENSITY RESIDENTIAL prior to issuing a building permit. GALV GALVINIZED W/ WITH ""'"° STORIES 3+BASEMENT GAR GARAGE W.C. WATER CLOSET, WALL COVERING " GFF GARAGE FINISH FLOOR WD WOOD d N.T.S. 21.The requirements of the 2016 edition of the California Building Code and 2016 California Residential Code (Title FIRE SPRINKLER YES, PER SECTION R313.2 24) have been taken in consideration. G.F.I. GROUND FAULT INTERRUPTOR G.F.I. WP WATERPROOF ` -. o, I -bras GROUND FAULT INTERRUPTOR W.R. WATER RESISTANT 22.All new utilities will be underground to nearest utility pole. ZONING STANDARDS 23.The responsible certified geotechnical engineer will inspect and approve all grading and excavations prior to CITY NOTES: DEFERRED SUBMITTALS: DESCRIPTION REQUIRED/ALLOWED PROPOSED CONFORMS(YES/NO) placement of forms, reinforcing steel or concrete. In cases involving engineered fill, a soils engineer shall provide the USE LOW RESIDENTIAL LOW RESIDENTIAL YES inspection and approval. ZONE R1 (SETBACK MAP S-2G) R1 (SETBACK MAP S-2G) YES DEFERRED SUBMITTALS FOR ANY ELEMENT OF A SINGLE FAMILY DWELLING, EXCEPT FIRE SPRINKLERS, 24. Licensed civil engineer that prepared the drainage plan shall certify at the completion of the project that the site SHALL NOT BE ALLOWED.ALL BUILDING ELEMENTS SHALL BE SUBMITTED AND REVIEWED AS A PART OF LOT SIZE 5,000 SF 13,634 SF YES drainage is in substantial compliance with the approved drainage plan. 1. THE PROPOSED RESIDENTIAL CONSTRUCTION SHALL SUBSTANIALLY CONFORM TO THE PLANNING THE PLAN REVIEW PROCESS PRIOR TO ANY PERMIT ISSUANCE DIVISIONS APPROVED EXHIBITS, INCLUDING THE MATERIAL BOARD AS CONTAINED IN SINGLE FAMILY 25.The plans shall comply with the 2016 California Codes. CBC, CRC, CPC, CMC, CEC and CGBS, 2013 CEES and PERMIT CASE NO. BUILDABLE AREA 9,704 SF 7,307SF YES all applicable Local codes and ordinances. 2.THE APPLICANT SHALL ACKNOWLEDGE THAT ANY OR ALL PROPOSED MODIFICATIONS TO THE - POOL, SPA, BBQ, FIREPIT(S), WATER FEATURE MAX GROSS SF 19,408 SF 9,704 YES APPROVED PROJECT OR CONDITIONS OF APPROVAL SHALL FIRST BE APPROVED BY THE CITY. - BLOCK WALLS (OVER 30" IN HEIGHT) LOT WIDTH(AVG.) 50'-0" 53'-7" YES 26. Project shall comply with NPDES, SUSMP and BMP requirements. 3.THE APPROVED RESIDENTIAL PROJECT SHALL BE COMPLETED IN ACCORDANCE WITH APPLICABLE - EXTERIOR LIGHTING CITY ORDINANCES, GUIDELINES,AND OTHER REQUIREMENTS IN EFFECT AT THE TIME OF BUILDING -SOLAR PANELS LOT DEPTH (AVG.) N/A 254'-10" YES 27. Contact dig alert. PERMIT ISSUANCE. - FIRE SPRINKLER MAX. BUILDING HEIGHT 24'-0"(FLAT),29'-0"(PITCH) 29'-0" YES 4. PRIOR TO OCCUPANCY OF THE RESIDENCE,ALL POOL AND MECHANICAL EQUIPMENT SHALL BE 28. Structural observations by design engineer. ARCHITECTURALLY SCREENED BY WALLS FROM THE VIEW OF SURROUNDING PROPERTIES AND PUBLIC MAX.STORIES NA 3+BASEMENT YES RIGHT-OF-WAY(S). THE SCREENING WALL MATERIAL(S), COLOR(S),AND TEXTURE(S) SHALL MATCH THE 29. Owners on adjacent properties that must underpin their buildings due to the proposed excavation shall be notified RESIDENCE OR PERIMETER WALL. MECHANICAL EQUIPMENT SHALL NOT BE LOCATED IN THE FRONT FRONT YARD SETBACK 0'-0" 1/4" YES in writing ten days prior to beginning the excavation. Copies of these notification letters shall be provided to the city SETBACK AREA. prior to beginning the excavation. 5.WALLS SHALL NOT EXCEED THREE FEET IN HEIGHT IN THE 25'-0" FRONT SETBACK AND 6 FEET HEIGHT REAR YARD SETBACK 30'-0" 30'-2" YES ELSEWHERE ON THE SITE,AS MEASURED FROM FINISH GRADE ADJACENT TO THE WALL. WALL SIDE YARD SETBACK(N) 4'-0" 4'4" YES 30.Termite protection. In geographical areas where hazard of termite damage is known to be very heavy,wood floor PILASTERS SHALL NOT EXCEED 66" IN HEIGHT. ALL WALLS SHALL BE ARCHITECTURALLY TREATED TO BE framing shall be of naturally durable species (termite resistant)or preservative treated in accordance with AWPA U1 COMPATIBLE WITH THE RESIDENCE;ARCHITECTURAL TREATMENT SHALL OCCUR ON BOTH SIDES OF ALL SIDE YARD SETBACK(S) 4'-0" 4'-0" YES for the species, product preservative and end use or provided with approved methods of termite protection. 2304.11.6 PERIMETER WALLS. OPEN SPACE 15%=2,911 SF 3,182 SF YES FIGURE 2603.8 6.A POOL OR SPA SHALL NOT BE LOCATED CLOSER THAN 5 FEET TO THE SIDES AND REAR PROPERTY LANDSCAPE AREA 1,451 SF LINES,AS MEASURED FROM THE PROPERTY LINE TO THE WATER LINE. 31.Wood supported by exterior foundation walls. Wood framing members, including wood sheathing, that rest on 7.ALL ROOF VENTS AND PLUMBING STACKS SHALL BE ROUTED TO THE SIDES AND/OR REAR OF THE PROJECT AREAS (Gross Sq. Ft.) exterior foundation walls and are less than 8 inches (203 mm)from exposed earth shall be of naturally durable or HOUSE SO AS TO NOT BE SEEN FROM THE FRONT STREET ELEVATION. ALL VENTS AND STACKS SHALL GARAGE MECH. HABITABLE TOTAL preservative-treated wood. 2304.11.2.2 BE OF A COLOR COMPATIBLE WITH THE PLANNING APPROVED BUILDING COLOR(S)AND HAVE NON- REFLECTIVE SURFACES. LEVEL B 2,765 562 5,232 8,560 32. Fasteners for preservative treated and fire-retardant-treated wood shall be of hot dipped zinc-coated galvanized 8.ALL ON SITE UTILITY SERVICES SHALL BE INSTALL UNDERGROUND AS SPECIFIED IN THE MUNICIPAL LEVEL 1 897 370 5,638 6,905 steel, stainless steel,silicon bronze or copper.The coating weights for zinc-coated fasteners shall be in accordance CODE. LEVEL 2 0 71 6,837 6,909 with ASTM A 153. 2304.9.5. Exception: Fasteners other than nails, timber rivets, wood screws and lag screws shall be 9. PRIOR TO OCCUPANCY OF THE RESIDENCE,ALL REQUIRED LANDSCAPING SHALL HAVE AN AUTOMATIC permitted to be of mechanically deposited zinc coated steel with coating weights in accordance with ASTMB695, Class IRRIGATION SYSTEM. SPECIAL INSPECTIONS: LEVEL 3 0 110 1,246 1,356 55 minimum.2304.9.5. Fastenings for wood foundations shall be as required in AF&PA Technical Report No. 7. 10. DEPUTY INSPECTORS ARE REQUIRED TO BE REGISTERED WITH THE CITY. TOTAL 3,662 1,113 18,953 23,729 11. BUILDING DESIGN IS BASED ON TYPE V CONVENTIONAL FRAMING PROVISIONS OF THE 2013 CRC 33. Provide house street number visible and legible from the street with a minimum size of 4"high and 1"wide (per 12.THE STRUCTURAL DESIGN AND DETAILS FULLY CONFORM TO ALL APPROPRIATE REQUIREMENTS OF CRC R319). THIS CODE, THE CALIFORNIA RESIDENTIAL CODE (R301.1.3 CRC) - STRUCTURAL OBSERVATION IS REQUIRED. SEE SHEET S-0. 13. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. (CRC R105.3.2) 14. EVERY PERMIT ISSUED SHALL BECOME INVALID UNLESS WORK AUTHORIZED IS COMMENCED WITHIN 180 DAYS OR IF THE WORK AUTHORIZED IS SUSPENDED OR ABANDON FOR A PERIOD OF 180 DAYS.A SCALE: SUCCESSFUL INSPECTION MUST BE OBTAINED WITHIN 180 DAYS.A PERMIT MAY BE As indicated EXTENDED IF A WRITTEN REQUEST STATING JUSTIFICATION FOR EXTENSION AND AN EXTENSION FEE IS RECEIVED PRIOR TO EXPIRATION OF THE PERMIT AND GRANTED BY THE BUILDING OFFICIAL. NO MORE PLOT DATE: THAN ONE (1) EXTENSION MAY BE GRANTED. PERMITS WHICH HAVE BECOME INVALID SHALL PAY 04-01-2019 REACTIVATION FEE OF APPROXIMATELY 50% OF THE ORIGINAL PERMIT FEE AMOUNT WHEN THE PERMIT HAS BEEN EXPIRED FOR UP TO SIX(6) MONTHS. WHEN A PERMIT HAS BEEN EXPIRED FOR A PERIOD IN EXCESS OF ONE (1)YEAR,THE REACTIVATION FEE SHALL BE APPROXIMATELY 100%OF THE ORIGINAL SHEET NUMBER: PERMIT FEE. (R105.5 CRC) COV 1 COVER SHEET :21 LIGHT & VENTILATION WINDOW REQUIREMENTS DRAFT STOPPING FIRE-BLOCKING MATERIALS 1 . ALL HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING AREA OF NOT LESS THAN WINDOWS WHICH ARE INSTALLED IN EXTERIOR WALLS OF DWELLING UNITS, WHERE THE IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND FIRE-BLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS WITH THE INTEGRITY 8% OF THE FLOOR AREA OF THE ROOM. NATURAL VENTILATION SHALL BE THROUGH OPENING IS LOCATED MORE THAN 72 INCHES ABOVE THE EXTERIOR FINISHED GRADE OR BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFTSTOPS SHALL BE MAINTAINED (CRC R302.11.1): hudgins design group, inc. WINDOWS, DOORS, LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR. THE OTHER SURFACE SHALL: INSTALLED SO THAT THE A. TWO-INCH NOMINAL LUMBER MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4% OF THE FLOOR AREA BEING A. HAVE THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW BE A MINIMUM OF AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1000 SQUARE FEET. B. TWO THICKNESSES OF ONE-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS 1107 south coast hwy VENTILATED. R303.1 24 INCHES ABOVE FINISHED FLOOR OF THE ROOM IT IS LOCATED IN. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL C. ONE THICKNESS OF 23/32-INCH WOOD STRUCTURAL PANEL WITH JOINTS BACKED BY laguna beach, ca, 92651 EXCEPTION: B. GLAZING BETWEEN FINISHED FLOOR AND A HEIGHT OF 24 INCHES SHALL BE FIXED OR AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A 23/32-INCH WOOD STRUCTURAL PANEL 949.322.7922 A) THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT REQUIRED HAVE OPENINGS SUCH THAT A 4 INCH DIAMETER SPHERE CANNOT PASS. CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING D. ONE THICKNESS OF 3/4-INCH PARTICLE BOARD WITH JOINTS BACKED BY 3/4-INCH info@hudginsdesign.com BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION SYSTEM IS INSTALLED C. OPENINGS BETWEEN FINISHED FLOOR AND A HEIGHT OF 24 INCHES MAY HAVE GUARDS ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES (CRC R302.12): PARTICLE BOARD IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE. WHICH COMPLY WITH ASTM F2090. A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING E. 1/2-INCH GYPSUM BOARD B) THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 'A' ABOVE SAFTEY GLAZING OR TEMPERED GLASS IS REQUIRED IN HAZARDOUS LOCATIONS PER R308 B. FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED F. 1/4-INCH CEMENT-BASED MILLBOARD IS SATISFIED AND ARTIFICIAL LIGHT IN PROVIDED CAPABLE OF PRODUCING AN AVERAGE MEMBERS G. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OF OTHER APPROVED MATERIALS ILLUMINATION OF 6 FOOT-CANDLES (65 LUX) OVER THE AREA OF THE ROOM AT A HEIGHT BATHROOMS / SHOWERS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. BATTS OR OF 30 INCHES ABOVE THE FLOOR AREA. DRAFTSTOPPING MATERIALS. DRAFTSTOPPING SHALL NOT BE LESS THAN 1/2-INCH BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED NON-RIGID MATERIALS C) USE OF SUNROOMS AND PATIO COVERS, AS DEFINED IN SECTION R202, SHALL BE THE MIXING VALVE IN A SHOWER (INCLUDING OVER A TUB) SHALL BE PRESSURE GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANELS, OR OTHER APPROVED MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT HORIZONTAL FIRE BLOCKING PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF THE EXTERIOR BALANCING SET AT A MAXIMUM 120' F. THE WATER-FILLER VALVE IN ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE IN WALLS CONSTRUCTED USING PARALLEL ROWS OF STUDS OR STAGGERED STUDS. UN- SUNROOM WALLS ARE OPEN, OR ARE ENCLOSED ONLY BY INSECT SCREENING. BATHTUBS/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET AT A FLOOR FRAMING MEMBERS UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. FACED FIBERGLASS BATT INSULATION USED AS FIRE BLOCKING SHALL FILL THE ENTIRE D) THE WINDOWS, DOORS, LOUVERS AND OTHER APPROVED CLOSABLE OPENINGS NOT MAXIMUM OF 120° F. THE WATER HEATER THERMOSTAT CANNOT BE USED TO MEET THESE THE INTEGRITY OF DRAFTSTOPS SHALL BE MAINTAINED. (CRC R302.12.1) CROSS-SECTION OF THE WALL CAVITY TO A MINIMUM HEIGHT OF 16 INCHES MEASURED REQUIRED BY SECTION R310 MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR FOR PROVISIONS. (CPC 408.3, 409.4) VERTICALLY. WHEN PIPING, CONDUIT, OR SIMILAR OBSTRUCTIONS ARE ENCOUNTERED, VENTILATION REQUIRED BY THIS SECTION. THE AREA OF VENTILATION OPENINGS TO THE COMBUSTIBLE INSULATION CLEARANCE. COMBUSTIBLE INSULATION SHALL BE SEPARATED THE INSULATION SHALL BE PACKED TIGHTLY AROUND THE OBSTRUCTION. LOOSE-FILL OUTSIDE OF THE PASSIVE SOLAR ENERGY COLLECTOR SHALL BE INCREASED TO NEW OR RECONFIGURED SHOWER STALLS SHALL BE A MINIMUM FINISHED INTERIOR OF MINIMUM 3 INCHES FROM RECESSED LUMINAIRES, FAN MOTORS, AND OTHER HEAT- INSULATION MATERIAL SHALL NOT BE USED AS A FIRE-BLOCK UNLESS SPECIFICALLY COMPENSATE FOR THE OPENINGS REQUIRED BY THE INTERIOR SPACES. 1 ,024 SQUARE INCHES, BE CAPABLE OF ENCOMPASSING A 30 INCH DIAMETER CIRCLE. ANY PRODUCING DEVICES. (CRC R302.13) TESTED IN THE FORM AND MANNER INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO E) GLAZED OPENINGS MAY OPEN INTO A PASSIVE SOLAR ENERGY COLLECTOR PROVIDED DOORS SHALL SWING OUT OF THE ENCLOSURE HAVE A CLEAR OPENING OF 22 INCHES REMAIN IN PLACE AND TO RETARD THE SPREAD OF FIRE AND HOT GASES. THE AREA OF EXTERIOR GLAZED OPENING(S) INTO THE PASSIVE SOLAR ENERGY MINIMUM. (CPC 408.5, 408.6) STAIRWAYS COLLECTOR IS INCREASED TO COMPENSATE FOR THE AREA REQUIRED BY THE INTERIOR FIRE BLOCKING SHALL BE INSTALLED IN COMBUSTIBLE CONCEALED LOCATIONS IN SPACE. HYDRO-MASSAGE TUBS (I.E. JACUZZI TUBS) SHALL HAVE ACCESS TO THE MOTOR, BE A. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES IN CLEAR WIDTH ABOVE THE ACCORDANCE WITH CRC R302.11 IN THE FOLLOWING LOCATIONS: 2. FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION, ANY ROOM SHALL BE SUPPLIED BY A GFCI PROTECTED DEDICATED CIRCUIT, AND BE LISTED BY A RECOGNIZED HANDRAILS. HANDRAIL PROJECTIONS ARE LIMITED TO NOT MORE THAN 4.5 INCHES ON CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST 50% OF THE AREA TESTING AGENCY (I.E. UL). ALL METAL CABLES, FITTINGS, PIPING, OR OTHER METAL EITHER SIDE OF THE STAIRWAY. THE CLEAR STAIRWAY WIDTH AT AND BELOW THE A. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN OPENING OF NOT SURFACES, WITHIN 5 FEET OF THE INSIDE WALL OF THE HYDRO MASSAGE TUB SHALL BE HANDRAIL SHALL BE 31-1/2" WHERE A HANDRAIL IS INSTALLED ON ONE SIDE AND 27" AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: LESS THAN 10% OF THE FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 25 S.F. PROPERLY BONDED. HYDRO-MASSAGE TUBS SHALL BE BONDED WITH A MINIMUM #8 AWG WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES (CRC SEC.R311 .7.1) . i. VERTICALLY AT THE CEILING AND FLOOR LEVELS. (R303.2) BARE COPPER WIRE AND THE BONDING SHALL BE ACCESSIBLE. (CEC 680.60) B. HEADROOM SHALL NOT BE LESS THAN 6 FEET 8 INCHES MEASURED VERTICALLY FROM ii. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10' ui EXCEPTION: OPENINGS REQUIRED FOR LIGHT AND VENTILATION SHALL BE PERMITTED THE SLOPED LINE ADJOINING THE TREAD NOSINGS. (CRC R311.7.2). B. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL STUD WALL OR INTO SUNROOMS AND PATIO COVERS PROVIDED THERE IS AN OPENABLE AREA BETWEEN THE WATER CLOSET SHALL HAVE A CLEARANCE OF 30 INCHES WIDE (15 INCHES ON C. RISER HEIGHT SHALL NOT EXCEED 7% INCHES. THE GREATEST RISER HEIGHT WITHIN PARTITION SPACES AND CONCEALED HORIZONTAL SPACES CREATED BY AN ASSEMBLY OF THE ADJOINING ROOM AND THE SUNROOM OR PATIO COVER NOT LESS THAN 10% OF THE CENTER) AND 24 INCHES IN FRONT. (CPC 402.5) ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE SMALLEST BY MORE THAN 3/8... (CRC FLOOR JOISTS, AND BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS FLOOR AREA OF THE INTERIOR ROOM BUT NOT LESS THAN 20 S.F. THE MINIMUM OPENABLE SEC.R311.7.4.1). OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. AREA TO THE OUTDOORS SHALL BE BASED ON THE TOTAL FLOOR AREA BEING WHERE THE WATER CLOSET (OR OTHER PLUMBING FIXTURE) COMES INTO CONTACT WITH D. TREAD DEPTH (MEASURED BETWEEN THE NOSINGS) SHALL BE AT LEAST 10 INCHES. THE C. WHERE ANNULAR SPACE PROTECTION IS PROVIDED IN ACCORDANCE WITH CRC R302.4 VENTILATED. THE WALL OR FLOOR, THE JOINT SHALL BE CAULKED AND SEALED TO BE WATERTIGHT. LARGEST TREAD DEPTH WITHIN ANY FLIGHT OF STAIRS SHALL NOT EXCEED THE FIRE BLOCKING SHALL BE INSTALLED AT OPENINGS AROUND VENTS, PIPES, DUCTS, 3. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE (CPC 402.2) SMALLEST BY MORE THAN 3/8". (CRC SEC.R311.7.4.2). CHIMNEYS AND FIREPLACES WITH AN APPROVED MATERIAL TO RESIST THE FREE N N PROVIDED WITH GLAZED AREA IN WINDOWS OF NOT LESS THAN 3 S.F., ONE HALF SHALL BE E. NOSINGS NOT LESS THAN 0.75" BUT NOT MORE THAN 1 .25" SHALL BE PROVIDED ON PASSAGE OF FLAME AND THE PRODUCTS OF COMBUSTION. (CBC 717.2.5, R1003.19) Q OPENABLE. (R303.3) BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER STAIRWAYS WITH SOLID RISERS IF THE TREAD DEPTH IS LESS THAN 11". THE RADIUS OF D. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE U EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE ARTIFICIAL LIGHT AND A HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT CURVATURE AT THE NOSING SHALL BE NO GREATER THAN 9/16 INCH. (CRC SEC.R311.7.4.3). RUN LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM LOCAL EXHAUST RATES SHALL BE SURFACE FOR A MINIMUM OF 6 FEET ABOVE THE FLOOR. (CBC 1210 AND CRC R307.2) F. OPEN RISERS ARE PERMITTED, PROVIDED THAT THE OPENING BETWEEN TREADS DOES E. AT CHIMNEYS AND FIREPLACES Uj = 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION OR 20 CUBIC FEET PER NOT PERMIT THE PASSAGE OF A 4-INCH DIAMETER SPHERE. THE OPENING BETWEEN F. CORNICES OF A TWO-FAMILY DWELLING AT THE LINE OF DWELLING-UNIT SEPARATION 0 MINUTE FOR CONTINUOUS CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR ADJACENT TREADS IS NOT LIMITED ON STAIRS WITH A TOTAL RISE OF 30 INCHES OR LESS. Q Q VENTILATION IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE, CHAPTER 4. FIBER- REINFORCED GYPSUM BACKERS INSTALLED IN ACCORDANCE WITH (CRC SEC.R311 .7.4.3). ALL DUCTS PENETRATING THE WALL OR CEILING SEPARATING A GARAGE AND A DWELLING LLI EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. MANUFACTURERS RECOMMENDATIONS SHALL BE USED AS A BASE FOR WALL TILE IN TUB UNIT SHALL BE CONSTRUCTED OF A MINIMUM 26 GAUGE (0.019 INCH THICK) SHEET METAL m A) BATHROOM EXHAUST FANS: EACH BATHROOM CONTAINING A BATHTUB, SHOWER OR AND SHOWER AREAS AND WALL AND CEILING PANELS IN SHOWER AREAS. (CRC R702.4.2) HANDRAILS AND SHALL HAVE NO OPENINGS INTO THE GARAGE. (R302.5.2 CRC) TUB/SHOWER COMBINATION SHALL BE MECHANICALLY VENTILATED FOR PURPOSES OF HUMIDITY CONTROL IN ACCORDANCE WITH THE CALIFORNIA MECHANICAL CODE, CHAPTER INTERIOR ENVIRONMENT RESIDENTIAL STAIRWAYS WITH 4 OR MORE RISERS ARE REQUIRED TO HAVE A FIRE-BLOCKING AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES, AND WIRES AT O 4; AND THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CHAPTER 4, DIVISION 4.5. CONTINUOUS HANDRAIL THE FULL LENGTH OF THE STAIRS. THE TOP OF HANDRAILS SHALL CEILING AND FLOOR LEVEL. SUCH OPENINGS SHALL BE FIRE-BLOCKED WITH AN APPROVED v // NOTE: WINDOW OPERATION IS NOT A PERMISSIBLE METHOD OF PROVIDING BATHROOM HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR NOT BE PLACED LESS THAN 34 INCHES NOR MORE THAT 38 INCHES ABOVE THE NOSING OF MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION v EXHAUST FOR HUMIDITY CONTROL. GLAZED THE TREADS. HANDRAILS SHALL BE CONTINUOUS EXCEPT AT LANDINGS WHERE A NEWEL (CRC R302.11) LLI 4. REQUIRED GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A STREET OR PUBLIC OPENINGS WITH AN AREA NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS. CRC POST MAY INTERRUPT; OR AT THE LOWEST TREAD A VOLUTE, TURNOUT OR STARTINGI I I Z ALLEY, YARD OR COURT LOCATED ON THE SAME LOT. (R303.8) R303.1 EASING IS PERMISSIBLE. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN NEWEL ALL SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH W A) REQUIRED GLAZED OPENINGS MAY FACE INTO A ROOFED PORCH WHERE THE PORCH POSTS OR SAFETY TERMINALS. THE HANDGRIP PORTION OF HANDRAILS SHALL NOT BE CHIMNEYS PASS 6 ABUTS A STREET, COURT OR YARD AND THE LONGER SIDE OF THE PORCH IS AT LEAST ARTIFICIAL LIGHT SHALL BE PROVIDED THAT IS ADEQUATE TO PROVIDE AN AVERAGE LESS THAN 1 '/4 INCHES NOR MORE THAN 2 INCHES IN CROSS-SECTIONAL DIMENSION OR SHALL BE FIRE-BLOCKED WITH NONCOMBUSTIBLE MATERIAL SECURELY FASTENED IN > 65% UNOBSTRUCTED AND THE CEILING HEIGHT IS NOT LESS THAN 7'. ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. IF THE HANDRAIL IS NOT PLACE. THE FIRE-BLOCKING OF SPACES BETWEEN CHIMNEYS AND WOOD JOISTS, BEAMS, m B) EAVE PROJECTIONS SHALL NOT BE CONSIDERED AS OBSTRUCTING THE CLEAR OPEN ABOVE THE FLOOR. CRC R303.1 E2 CIRCULAR, IT SHALL HAVE A PERIMETER DIMENSION OF AT LEAST 4 INCHES AND NOT OR HEADERS SHALL BE SELF-SUPPORTING OR BE PLACED ON STRIPS OF METAL OR METAL Q SPACE OF A YARD OR COURT. GREATER THAN 6 '/4 INCHES WITH A MAXIMUM CROSS SECTION DIMENSION OF 2 '/4 INCHES. LATH LAID ACROSS THE SPACES BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. O C) REQUIRED GLAZED OPENINGS MAY FACE INTO AN AREA UNDER A DECK, BALCONY, BAY FOR THE PURPOSE OF DETERMINING LIGHT AND VENTILATION REQUIREMENTS, ANY ROOM HANDRAILS WITH A PERIMETER DIMENSION GREATER THAN 6-1/4 INCHES SHALL AHVE A (CRC R1003.19) m OR FLOOR CANTILEVER PROVIDED A CLEAR VERTICAL SPACE AT LEAST 36" HIGH IS SHALL BE CONSIDERED AS A PORTION OF AN ADJOINING ROOM WHEN AT LEAST ONE-HALF GRASPABLE FINGER ON BOTH SIDES OF THE PROFILE BETWEEN 1-1/4" TO 2-3/4" BEGINNING J PROVIDED. OF THE AREA OF THE COMMON WALL IS OPEN AND UNOBSTRUCTED AND PROVIDES AN WITHIN 3/4" FROM THE TOP OF THE PROFILE AND ACHIEVE A MINIMUM 5/16" DEPTH WITHIN COMBUSTIBLE CONSTRUCTION AND FLAME & SMOKE SPREAD NOTES D) GLAZED OPENINGS COVERED BY A PASSIVE SOLAR ENERGY COLLECTOR IN OPENING OF NOT LESS THAN ONE-TENTH OF THE FLOOR AREA OF THE INTERIOR ROOM 7/8" BELOW THE WIDEST PROFILE POINT AND SHALL CONTINUE A MINIMUM 3/8" TO A LEVEL ` m ACCORDANCE WITH SECTION R303.1, EXCEPTION 5. BUT NOT LESS THAN 25 SQUARE FEET. CRC303.2. NOT LESS THAN 1-3/4" BELOW THE TALLEST PORTION OF THE PROFILE. [CRC R311.7.7.3 (2)] - SEAL ALL PENETRATIONS IN WALLS BETWEEN GARAGES AND DWELLING WITH NON- 5. EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF HANDRAIL EDGES SHALL HAVE A MINIMUM RADIUS OF .01 INCHES. HANDRAILS PROJECTING COMBUSTIBLE FIRE RATED MATERIAL. (CBC 709.6) j MAINTAINING 68 DEG. MINIMUM AT A POINT 3' ABOVE THE FLOOR AND 2' FROM EXTERIOR STAIRWAYS WITHIN DWELLING UNITS AND EXTERIOR STAIRWAYS SERVING A DWELLING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1 '/2 INCHES BETWEEN THE WALL - PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS SHALL COMPLY WITH CRC R302.4. Q WALLS IN ALL HABITABLE ROOMS. THE INSTALLATION OF PORTABLE SPACE HEATERS UNIT SHALL HAVE AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT-CANDLE MEASURED AND HANDRAIL. EACH HANDRAIL MAY PROJECT INTO THE REQUIRED STAIRWAY WIDTH A PENETRATIONS SHALL BE FIRE-STOPPED BY A SYSTEM INSTALLED AS TESTED IN LLI SHALL NOT BE USED TO ACHIEVE COMPLIANCE. (R303.9) AT THE CENTER OF THE TREADS AND LANDINGS. CRC R303.7 DISTANCE OF 4 '/2 INCHES ON EITHER SIDE OF THE STAIRWAY AND THE MINIMUM CLEAR ACCORDANCE WITH ASTM E 814 OR UL 1479, AND SHALL HAVE AN F RATING OF NOT LESS Iql- 6. UNDER-FLOOR VENTILATION: THE UNDER FLOOR SPACE BETWEEN THE BOTTOM OF WIDTH OF THE STAIRWAY AT AND BELOW THE HANDRAIL HEIGHT SHALL NOT BE LESS THAN THE REQUIRED FIRE-RESISTANCE-RATING OF THE WALL PENETRATED. (CRC O THE FLOOR JOIST AND THE EARTH SHALL BE PROVIDED WITH VENTILATION OPENINGS EXTERIOR STAIRWAYS SERVING A DWELLING UNIT SHALL HAVE AN ARTIFICIAL LIGHT THAN 31 '/2' WHERE THE HANDRAIL IS INSTALLED ON ONE SIDE AND 27 INCHES WHERE THE R302.4.1 .2) N THROUGH FOUNDATION OR EXTERIOR WALLS. ONE SUCH OPENING SHALL BE WITHIN 3' OF SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE TOP LANDING OF THE STAIRWAY. HANDRAILS ARE PROVIDED ON BOTH SIDES. THE MOUNTING OF HANDRAILS SHALL BE - JOINTS INSTALLED IN OR BETWEEN FIRE-RESISTANCE-RATED WALLS, FLOOR OR FLOOR EACH CORNER OF THE BUILDING. MINIMUM NET AREA OF VENTILATION OPENINGS SHALL CRC R303.7 SUCH THAT THE COMPLETED HANDRAIL AND SUPPORTING STRUCTURE ARE CAPABLE OF CEILING ASSEMBLIES AND ROOFS OR ROOF/CEILING ASSEMBLIES SHALL BE PROTECTED Q BE NOT LESS THAN 1/150 OF THE UNDER-FLOOR SPACE AREA. OPENINGS SHALL ALSO BE WITHSTANDING A LOAD OF AT LEAST 200 POUNDS APPLIED IN ANY DIRECTION AT ANY AN APPROVED FIRE-RESISTANT JOINT SYSTEM WITH A FIRE-RESISTASNCE RATING NOT NOT LESS THAN 1 S.F. FOR EACH 150 SQUARE FEET OF EXTERIOR WALL. OPENINGS SHALL STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTSIDE GRADE LEVEL SHALL POINT ON THE RAIL. LESS THAN THAT OF THE ASSEMBLY IN WHICH IT IS INSTALLED. (CBC 714.1) BE COVERED WITH OPENINGS NOT EXCEEDING 1/4". (R408.1 CRC). COORDINATE ONTO PROVIDE AN ARTIFICIAL LIGHT SOURCE LOCATED IN THE IMMEDIATE VICINITY OF THE - WALL, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CRC PLANS. BOTTOM LANDING. CRC R303.7 GUARDS R302.9. WALL AND CEILING FINISHES SHALL HAVE A SPREAD FLAME INDEX NOT GREATER THAN 200. WALL AND CEILING FINISHES SHALL HAVE A SMOKE DEVELOPED INDEX NOT EMERGENCY ESCAPE AND RESCUE OPENINGS - SECURITY BARS, GRILLES, GRATES AND FOR LIGHT OUTLETS INSTALLED AT INTERIOR STAIRS WITH 6 OR MORE RISERS, THERE R312.1 GUARDS. GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 GREATER THAN 450 COVERS SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TO CONTROL THE LIGHTING. THROUGH R312.1.4 - CONCEALED INSULATING MATERIALS SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE 1 . COVERS AND SECURITY DEVICES OVER EMERGENCY ESCAPE WINDOW WELLS MUST THAN 25 AND A SMOKE DEVELOPED INDEX OF NOT MORE THAN 450. CRC R302.10.1 BE EASILY OPERABLE FROM THE INSIDE OF THE WELL WITHOUT THE USE OF SPECIAL HABITABLE ROOMS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF R312.1.1 WHERE REQUIRED. GUARDS SHALL BE LOCATED ALONG OPEN-SIDED WALKING KNOWLEDGE, TOOLS, OR KEYS. AND, WHEN REQUIRED BY THE BUILDING DIVISION, AN OPENABLE SURFACES INCLUDING STAIRS, RAMPS AND LANDINGS, THAT ARE LOCATED MORE THAN 30 ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN OPENING ASSISTING DEVICE (SUCH AS SPRING LOADING) SHALL BE EMPLOYED. EXTERIOR OPENINGS WITH AN AREA OF NOT LESS THAN 4% OF THE FLOOR AREA OF SUCH INCHES MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 75 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 450 (CRC R316.3) 2. THE OWNER MUST MAINTAIN EFFICIENT AND SMOOTH OPERATION OF ALL SUCH ROOMS. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING IS NOT 36 INCHES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. REMOVABLE COVERS AND SECURITY DEVICES TO INSURE THEIR RELIABLE OPERATION REQUIRED BY SECTION R310 AND AN APPROVED MECHANICAL VENTILATION SYSTEM R312.1.2 HEIGHT REQUIRED GUARDS AT OPEN-SIDED WALKING SURFACES, INCLUDING PENETRATIONS THROUGH WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE FOR THE LIFE OF THE COVER OR DEVICE. CAPABLE OF PRODUCING 0.35 AIR CHANGE PER HOUR IN THE ROOM IS INSTALLED OR A STAIRS, PORCHES, BALCONIES OR LANDINGS, SHALL BE NOT LESS THAN 42 INCHES HIGH GARAGE SHALL BE PROTECTED (SUCH AS THOSE FOR VENTS, PIPES, DUCTS, CABLES AND 3. COVERS AND SECURITY DEVICES ARE DESIGNED TO SUPPORT ACTUAL AND/OR WHOLE HOUSE VENTILATION SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR MEASURED VERTICALLY ABOVE THE ADJACENT WALKING SURFACE, ADJACENT FIXED WIRES) WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND ANTICIPATED LOADS. FOR EXAMPLE, COVERS AND DEVICES WHICH ARE ACCESSIBLE TO AIR OF 15 CUBIC FEET PER MINUTE PER SEATING OR THE LINE CONNECTING THE LEADING EDGES OF THE TREADS. PRODUCTSOF COMBUSTION (CRC R302.5) FOOT TRAFFIC AND CONTAIN "STANDING SURFACES" SHALL BE DESIGNED TO WITHSTAND OCCUPANT. WHEN USING THIS EXCEPTION, THE ELEMENTS MUST BE DETAILED ON THE EXCEPTIONS: AT LEAST 40 LBS. PER SF. PLAN AND INCLUDE THE WHOLE HOUSE VENTILATION CALCULATIONS OR SPECIFICATIONS 1. GUARDS ON THE OPEN SIDES OF STAIRS SHALL HAVE A HEIGHT NOT LESS THAN 34 EMERGENCY ESCAPE: LADDER AND STEPS 4. THE MINIMUM CLEAR OPENING AT GRADE LEVEL FOR WINDOW WELLS USED FOR OF THE MECHANICAL SYSTEM IS REQUIRED) CRC R303.1. INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES OF THE EMERGENCY ESCAPE OR RESCUE SHALL BE 9 SF WITH A TREADS. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44 INCHES (1118 MM) SHALL BE MINIMUM DIMENSION OF 36 INCHES. MINIMUM HABITABLE AREA OF 70 SQ.FT.OF LOOR AREA PER CRC R304. MINIMUM ROOM 2. WHERE THE TOP OF THE GUARD ALSO SERVES AS A HANDRAIL ON THE OPEN SIDES OF EQUIPPED WITH A PERMANENTLY AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW 5. WHEN A COVER OR SECURITY DEVICE IS UTILIZED AT AN EMERGENCY ESCAPE OR WIDTH IN HABITABLE SPACES, OTHER THAN A KITCHEN, SHALL BE NOT LESS THAN 7 FEET STAIRS, THE TOP OF THE GUARD SHALL BE NOT LESS THAN 34 INCHES AND NOT MORE IN THE FULLY OPEN POSITION. LADDERS OR STEPS REQUIRED BY THIS SECTION SHALL RESCUE WELL, A PERMANENT SIGN, AS APPROVED BY THE BO SHALL BE AFFIXED TO THE IN ANY PLAN WIDTH. CRC R304.3 THAN 38 INCHES MEASURED VERTICALLY FROM A LINE CONNECTING THE LEADING EDGES NOT BE REQUIRED TO COMPLY WITH SECTIONS R311 .7 AND R311.8. LADDERS OR RUNGS HOME ADJACENT TO THE WELL STATING: "EMERGENCY ESCAPE & RESCUE WELL - DO OF THE TREADS. SHALL HAVE AN INSIDE WIDTH OF AT LEAST 12 INCHES (305 MM), SHALL PROJECT AT LEAST NOT BLOCK" MINIMUM HEIGHT OF CEILINGS IN HABITABLE ROOMS IS 7 FEET. SHOW CEILING HEIGHTS OF R312.1.3 OPENING LIMITATIONS. REQUIRED GUARDS SHALL NOT HAVE OPENINGS FROM 3 INCHES (76 MM) FROM THE WALL AND SHALL BE SPACED NOT MORE THAN 18 INCHES (457 6. WHEN A COVER OR SECURITY GRILLE IS USED AT EMERGENCY ESCAPE AND RESCUE ALL THE WALKING SURFACE TO THE REQUIRED GUARD HEIGHT WHICH ALLOW PASSAGE OF A MM) ON CENTER VERTICALLY FOR THE FULL HEIGHT OF THE WINDOW WELL. PER R310.2.1 WINDOW WELLS, IT MAY NOT BE APPARENT TO A PERSON LOOKING UP AT THE COVER OR ROOMS. CRC R305.1 SPHERE 4 INCHES IN DIAMETER. DEVICE THAT THEY CAN READILY EXIT THE WINDOW WELL IN AN EMERGENCY. EXCEPTIONS: THEREFORE, A PERMANENT SIGN, AS APPROVED BY THE BUILDING DIVISION SHALL BE 1. THE TRIANGULAR OPENINGS AT THE OPEN SIDE OF A STAIR, FORMED BY THE RISER, AFFIXED TO THE WALL ADJACENT TO SUCH WINDOWS STATING: "EMERGENCY EXIT" TREAD AND BOTTOM RAIL OF A GUARD, SHALL NOT ALLOW PASSAGE OF A SPHERE 6 INCHES IN DIAMETER. 2. GUARDS ON THE OPEN SIDES OF STAIRS SHALL NOT HAVE OPENINGS WHICH ALLOW PASSAGE OF A SPHERE 4-3/8 INCHES IN DIAMETER. SCALE: 12" = 1'-0" PLOT DATE: 04-01-2019 SHEET NUMBER: cov COVER SHEET 22 INSPECTOR INSPECTOR INSPECTOR INSPECTOR SIGNOFF CHAPTER 3 SIGNOFF 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be SIGNOFF 4.304 OUTDOOR WATER USE SIGNOFF MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by GREEN BUILDING designed to comply with the following: 4.304.1 IRRIGATION CONTROLLERS. Automatic irrigation system controllers for landscaping adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound SECTION 301 GENERAL provided by the builder and installed at the time of final inspection shall comply with the following: added, expressed to hundredths of a gram (g 03/g ROC). Note: MIR values for individual compounds 1. The minimum length of each EV space shall be 18 feet (5486 mm). and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as 2. The minimum width of each EV space shall be 9 feet (2743 mm). 1. Controllers shall be weather- or soil moisture-based controllers that automatically adjust irrigation mandatory in the application checklists contained in this code. Voluntary green building measures are 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) in response to changes in plants' needs as weather conditions change. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the also included in the application checklists and may be included in the design and construction of wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum oven-dry wood. hudgins design group, inc. structures covered by this code, but are not required unless adopted by a city, county, or city width of the EV space is 12 feet (3658 mm). 2. Weather-based controllers without integral rain sensors or communication systems that account wy and county as specified in Section 101.7. for local rainfall shall have a separate wired or wireless rain sensor which connects or communicates PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product lagu south coast h aguna beach, ca, 922 651 a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal with the controller(s). Soil moisture-based controllers are not required to have rain sensor input. subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of 949.322.7922 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall (2.083 percent slope) in any direction. ozone formed per gram of product (excluding container and packaging). Note: PWMIR is calculated info@hudginsdesign.com be applied to additions or alterations of existing residential buildings where the addition or alteration Note: More information regarding irrigation controller function and specifications is available from the according to equations found in CCR, Title 17, Section 94521 (a). increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or Irrigation Association. within the specific area of the addition or alteration. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY contribute to ozone formation in the troposphere. Note: On and after January 1, 2014, residential buildings undergoing permitted diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water- cabinet, box or enclosure in close proximity to the proposed location of the EV spaces. Construction 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate documents shall identify the raceway termination point. The service panel and/or subpanel shall 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. of final completion, certificate of occupancy or final permit approval by the local building department. provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by ❑ These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See Civil Code Section 1101 .1 et se for the definition of a noncompliant plumbing fixture types of permit installation of a branch circuit overcurrent protective device. ❑ closing such openings with cement mortar, concrete mason or a similar method acceptable to the See CCR Title 17 Section 94508(a). . q . P p 9 YP P P 9masonry P residential buildings affected and other important enactment dates. enforcing agency. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway 4.503 FIREPLACES termination point and proposed location of future EV spaces and EV chargers. Construction 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual documents shall also provide information on amperage of future EVSE, raceway method(s), wiring 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, schematics and electrical load calculations to verify that the electrical panel service capacity and ❑ 65 percent of the non-hazardous construction and demolition waste in accordance with either ❑ (NSPS) emission limits as applicable, and shall have a permanent label indication they are certified to or both. Individual sections will be designated by banners to indicate where the section applies electrical system, including any on-site distribution transformer(s), have sufficient capacity to Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste meet the emission limts. Woodstoves, pellet stoves and fireplaces shall also comply with applicable specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan management ordinance. local ordinances. high-rise buildings, no banner will be used. design shall be based upon a 40-ampere minimum branch circuit. Raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces Exceptions: 4.504 POLLUTANT CONTROL shall be installed at the time of original construction. 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT SECTION 302 MIXED OCCUPANCY BUILDINGS 1. Excavated soil and land-clearing debris. DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site 4.106.4.2.5 Indentification. The service panel or subpanel circuit directory shall identify the 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle and until final startup of the heating, cooling and ventilating equipment, all duct and other related air 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building overcurrent protective device space(s) reserved for future EV charging purposes as EV CAPABLE In facilities capable of compliance with this item do not exist or are not located reasonably close to the distribution component openings shall be covered with tape, plastic, sheet metal or other methods shall comply with the specific green building measures applicable to each specific occupancy. accordance with the California Electrical Code. jobsite. acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the 3. The enforcing agency may make exceptions to the requirements of this section when isolated system. ABBREVIATION DEFINITIONS: Notes: jobsite are located in areas beyond the haul boundaries of the diversion facility. HCD Department of Housing and Community Development 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. BSC California Building Standards Commission 1. The California Department of Transportation adopts and publishes the "Californa Manual on 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management DSA-SS Division of the State Architect, Structural Safety Uniform Traffic Control Devices (California MUTCD) to provide uniform standards and specifications 11 plan in conformance with Items 1 through 5. The construction waste management plan shall be 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall OSHPD Office of Statewide Health Planning and Development for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings updated as necessary and shall be available during construction for examination by the enforcing meet the requirements of the following standards unless more stringent local or regional air pollution or N LR Low Rise can be found in the New Policies & Directives Number 13-01. agency. air quality management district rules apply: Z HR High Rise Website:www.dot.ca.gov/trafficops/policy/13-01.pdf Q AA Additions and Alterations 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks C) N New 2. See Vehicle Code Section 22511 for EV charging space signage in off-street parking facilities and reuse on the project or salvage for future use or sale. shall comply with local or regional air pollution control or air quality management district rules where UJ for use of EV charging spaces. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. _ CHAPTER 4 bulk mixed (single stream). Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds U RESIDENTIAL MANDATORY MEASURES 3. The Governor's Office of Planning and Research (OPR) published a "Zero-Emission Vehicle 3. Identify diversion facilities where the construction and demolition waste material collected will be (chloroform, ethylene dichloride, methylene chloride, perch loroethylene and tricloroethylene), except Q W Community Readiness Guidebook" which provides helpful information for local governments, residents taken. for aerosol products, as specified in Subsection 2 below. m DIVISION 4.1 PLANNING AND DESIGN and businesses. Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in SECTION 4.102 DEFINITIONS DIVISION 4.2 ENERGY EFFICIENCY 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated units of product, less packaging, which do not weigh more than 1 pound and do not consist of more 4.102.1 DEFINITIONS by weight or volume, but not by both. than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including /� 0 The following terms are defined in Chapter 2 (and are included here for reference) 4.201 GENERAL prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, U) 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by commencing with section 94507. FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of California Energy Commission will continue to adopt mandatory standards. the enforcing agency, which can provide verifiable documentation that the percentage of construction LLI brick or similar pervious material used to collect or channel drainage or runoff water. and demolition waste material diverted from the landfill complies with Section 4.408.1. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Z Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more UJ 6 WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION Note: The owner or contractor may make the determination if the construction and demolition waste stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the > plant materials such as ha straw or similar material shaped in the form of tubes and laced on a materials will be diverted by a waste management company. specialty coatings categories listed in Table 4.504.3 shall be determined b classifying the coating as J p Y� P P P Y 9 9 Y Y� 9 9 downflow slope. Wattles are also used for perimeter and inlet controls. 4.303 INDOOR WATER USE a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in subsections 4.21, 4.36, 00 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the Q 4.106 SITE DEVELOPMENT 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 4.504.3 shall apply. O 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished closets and urinals) and fittings (faucets and showerheads) shall comply with the following: lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement m through evaluation and careful planning to minimize negative effects on the site and adjacent areas. in Section 4.408.1 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product- J Preservation of slopes, management of storm water drainage and erosion controls shall comply with 4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on kk , m this section. gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of V g yp weight of construction and demolition waste disposed of in landfills, which do not exceed 2 lbs./s ft. of California Code of Regulations, Title 17 commencing with Section 94520; and in areas under the H WaterSense Specification for Tank-type Toilets. 9 P q• g g � F-1 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which the building area, shall meet the minimum 65% construction waste reduction requirement in Section jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC disturb less than one acre of soil and are not part of a larger common plan of development which in Note: The effective flush volume of dual flush toilets is defined as the composite, average flush 4.408.1 by weight of product limits of Regulation 8, Rule 49. Q Z total disturbs one acre or more, shall manage storm water drainage during construction. In order to volume of two reduced flushes and one full flush. Ll- manage storm water drainage during construction, one or more of the following measures shall be 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which 4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of C:) implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section the enforcing agency. Documentation may include, but is not limited to, the following: site. per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.408.4.. N 1. Manufacturer's product specification. 1 . Retention basins of sufficient size shall be utilized to retain storm water on the site. 4.303.1.3 Showerheads. Notes: 2. Field verification of on-site product containers. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved 4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 2.0 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" TABLE 4.504.1 - ADHESIVE VOC LIMIT1 ,2 by the enforcing agency. gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this (Less Water and Less Exempt Compounds in Grams per Liter) 3. Compliance with a lawfully enacted storm water management ordinance. EPA WaterSense Specification for Showerheads. section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than Department of Resources Recycling and Recovery (CalRecycle). INDOOR CARPET ADHESIVES 50 system will manage all surface water flows to keep water from entering buildings. Examples of one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled CARPET PAD ADHESIVES 50 methods to manage surface water include, but are not limited to, the following: by a single valve shall not exceed 2.0 gallons per minute at 80 psi, or the shower shall be designed to ❑ 4.410 BUILDING MAINTENANCE AND OPERATION OUTDOOR CARPET ADHESIVES 150 only allow one shower outlet to be in operation at a time. 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, WOOD FLOORING ADHESIVES 100 1. Swales compact disc, web-based reference or other media acceptable to the enforcing agency which includes RUBBER FLOOR ADHESIVES 60 2. Water collection and disposal systems Note: A hand-held shower shall be considered a showerhead. all of the following shall be placed in the building: SUBFLOOR ADHESIVES 50 3. French drains CERAMIC TILE ADHESIVES 5 4. Water retention gardens 4.303.1.4 Faucets. 1. Directions to the owner or occupant that the manual shall remain with the building throughout the VCT & ASPHALT TILE ADHESIVES 50 5. Other water measures which keep surface water away from buildings and aid in groundwater life cycle of the structure. DRYWALL & PANEL ADHESIVES 50 recharge. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets 2. Operation and maintenance instructions for the following: COVE BASE ADHESIVES 50 shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory a. Equipment and appliances, including water-saving devices and systems, HVAC systems, MULTIPURPOSE CONSTRUCTION ADHESIVE 70 Exception: Additions and alterations not altering the drainage path. faucets shall not be less than 0.8 gallons per minute at 20 psi. photovoltaic systems, electric vehicle chargers, water-heating systems and other major STRUCTURAL GLAZING ADHESIVES 100 appliances and equipment. SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of b. Roof and yard drainage, including gutters and downspouts. OTHER ADHESIVES NOT LISTED 50 Sections 4.106.4.1 and 4.106.4.2 to facilitate future installation and use of EV chargers. Electric lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in c. Space conditioning systems, including condensers and air filters. SPECIALTY APPLICATIONS vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, residential buildings shall not exceed 0.5 gallons per minute at 60 psi. d. Landscape irrigation systems. PVC WELDING 510 Article 625. e. Water reuse systems. CPVC WELDING 490 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not 3. Information from local utility, water and waste recovery providers on methods to further reduce ABS WELDING 325 Exceptions: On a case-by-case basis, where the local enforcing agency has determined EV charging deliver more than 0.25 gallons per cycle. resource consumption, including recycle programs and locations. PLASTIC CEMENT WELDING 250 and infrastructure are not feasible based upon one or more of the following conditions: 4. Public transportation and/or carpool options available in the area. ADHESIVE PRIMER FOR PLASTIC 550 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent CONTACT ADHESIVE 80 1. Where there is no commercial power supply. per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but and what methods an occupant may use to maintain the relative humidity level in that range. SPECIAL PURPOSE CONTACT ADHESIVE 250 2. Where there is evidence substantiating that meeting the requirements will alter the local utility not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1 .8 gallons 6. Information about water-conserving landscape and irrigation design and controllers which conserve STRUCTURAL WOOD MEMBER ADHESIVE 140 infrastructure design requirements on the utility side of the meter so as to increase the utility side cost per minute at 60 psi. water. TOP & TRIM ADHESIVE 250 to the homeowner or developer by more than $400.00 per unit. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least SUBSTRATE SPECIFIC APPLICATIONS Note: Where complying faucets are unavailable, aerators or other means may be used to achieve 5 feet away from the foundation. METAL TO METAL 30 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. reduction. 8. Information on required routine maintenance measures, including, but not limited to, caulking, PLASTIC FOAMS 50 For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch painting, grading around the building, etc. POROUS MATERIAL (EXCEPT WOOD) 50 circuit. The racewayshall not be less than trade size 1 nominal 1-inch inside diameter). The raceway 9. Information about state solar energy and incentive programs available. WOOD 30 ( ) Y 4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings 10. A copy of all special inspections verifications required by the enforcing agency or this [California FIBERGLASS 80 shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other shall be installed in accordance with the California Plumbing Code, and shall meet the applicable Green Building Standards] code. enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be standards referenced in Table 1701.1 of the California Plumbing Code. 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) NOTE: continuous enclosed, inaccessible concealed areas and spaces. The service panel and/or 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. reserved to permit installation of a branch circuit overcurrent protective device. THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A on a building site, provide readily accessible area(s) that serves all buildings on the site and is CONVENIENCE FOR THE USER. identified for the depositing, storage and collection of non-hazaradous materials for recycling, including 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, or meet a SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway TABLE - MAXIMUM FIXTURE WATER USE lawfully enacted local recycling ordinance, if more restrictive. 1168. termination location shall be permanently and visibly marked as "EV CAPABLE". DIVISION 4.5 ENVIRONMENTAL QUALITY FIXTURE TYPE FLOW RATE 4.106.4.2 New multifamily dwellings. Where 17 or more multifamily dwelling units are constructed SECTION 4.501 GENERAL on a building site, 3 percent of the total number of parking spaces provided for all types of parking SHOWER HEADS (RESIDENTIAL) 2.0 GMP @ 80 PSI 4.501.1 Scope facilities, but in no case less than one, shall be electric vehicle charging stations (EV spaces) capable LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI The provisions of this chapter shall outline means of reducing the quality of air contaminants that are of supporting future EVSE. Calculations for the number of EV spaces shall be rounded up to the MIN. 0.8 GPM @ 20 PSI odorous, irritating and/or harmful ll the comfort and well being of a building's installers, occupants and nearest whole number. LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI neighbors. KITCHEN FAUCETS 1.8 GPM @ 60 PSI Note: Construction documents are intended to demonstrate the project's capability and capacity METERING FAUCETS 0.25 GAL/CYCLE ION 4.502 DEFINITIONS forfacilitating future EV charging. There is no requirement for EV spaces to be constructed or available WATER CLOSET 1.28 GAL/FLUSH SECTION DEFINITIONS until EV chargers are installed for use. URINALS 0.125 GAL/FLUSH The following terms are defined in Chapter 2 (and are included here for reference) 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. At least one EV space shall be located in common use AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and areas and available for use by all residents. door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, SCALE: least one of the following options: particleboard and medium density fiberboard. "Composite wood products" does not include hardboard, 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements structural plywood, structural panels, structural composite lumber, oriented strand board, glued PLOT DATE: of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible laminated timber, prefabricated wood I-joists or finger-jointed lumber, all as specified in California 04-01-2019 parking space. Code of regulations (CCR), title 17, Section 93120.1. SHEET NUMBER: 2. The EV space shall be located on an accessible route, as defined in the California Building Code, DIRECT-VENT APPLIANCE. Afuel-burning appliance with a sealed combustion system that draws all Chapter 2, to the building. air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. cov CAL GREEN NOTES 2S INSPECTOR INSPECTOR INSPECTOR INSPECTOR SIGNOFF TABLE 4.504.2 - SEALANT VOC LIMIT SIGNOFF TABLE 4.504.5 - FORMALDEHYDE LIMITS (1) SIGNOFF CHAPTER 7 SIGNOFF (Less Water and Less Exempt Compounds in Grams per Liter) MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 PRODUCTS CURRENT VOC LIMIT 702 QUALIFICATIONS MARINE DECK 760 HARDWOOD PLYWOOD VENEER CORE 0.05 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper NONMEMBRANE ROOF 300 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 installation of HVAC systems including ducts and equipment by a nationally or regionally recognized ROADWAY 250 PARTICLE BOARD 0.09 training or certification program. Uncertified persons may perform HVAC installations when under the hudgins design group, inc. SINGLY-PLY ROOF MEMBRANE 450 MEDIUM DENSITY FIBERBOARD 0.11 direct supervision and responsibility of a person trained and certified to install HVAC systems or wy OTHER 420 THIN MEDIUM DENSITY FIBERBOARD (2) 0.13 contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification lagu south coast h aguna beach, ca, 922 651 SEALANT PRIMERS programs include but are not limited to the following: 949.322.7922 ARCHITECTURAL 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR info@hudginsdesign.com NON-PORUS 250 RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED 1. State certified apprenticeship programs. PORUS 775 IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF 2. Public utility training programs. MODIFIED BITUMINOUS 500 REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification MARINE DECK 760 organizations. OTHER 750 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16,- (8 MM). 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide COATING CATEGORY CURRENT VOC LIMIT 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and inspection or other duties necessary to substantiate compliance with this code. Special inspectors FLAT COATING 50 product requirements of at least one of the following: shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of NON-FLAT COATING 100 inspection or task to be performed. In addition to other certifications or qualifications acceptable to the NON-FLAT HIGH GLOSS COATINGS 150 1. Carpet and Rug Institute's Green Label Plus Program. enforcing agency, the following certifications or education may be considered by the enforcing agency SPECIAILTY COATINGS 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of when evaluating the qualifications of a special inspector: ALUMINUM ROOF COATINGS 400 Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers" Version BASEMENT SPECIALTY COATINGS 400 1.1 , February 2010 (also known as Specification 01350). 1. Certification by a national or regional green building program or standard publisher. BITUMINOUS ROOF COATINGS 50 3. NSF/ANSI 140 at the Gold level. 2. Certification by a statewide energy consulting or verification organization, such as HERS BITUMINOUS ROOF PRIMERS 350 4. Scientific Certifications Systems Indoor AdvantageTM Gold. raters, building performance contractors, and home energy auditors. BOND BREAKERS 350 3. Successful completion of a third party apprentice training program in the appropriate trade. CONCRETE CURING COMPOUNDS 350 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the 4. Other programs acceptable to the enforcing agency. CONCRETE/ MASONRY SEALERS 100 requirements of the Carpet and Rug Institute's Green Label program. DIREVWAY SEALERS 50 Notes: DRY FOG COATINGS 150 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 1. Special inspectors shall be independent entities with no financial interest in the ui FAUX FINISHING COATINGS 350 materials or the project they are inspecting for compliance with this code. FIRE RESISTIVE COATINGS 350 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of 2. HERS raters are special inspectors certified by the California Energy Commission FLOOR COATINGS 100 floor area receiving resilient flooring shall comply with one or more of the following: (CEC) to rate homes in California according to the Home Energy Rating System (HERS). V FORM-RELEASE COMPOUNDS 250 T_ GRAPHIC-ARTS COATINGS (SIGN PAINTS) 500 1. Products compliant with the California Department of Public Health, "Standard Method for the [BSC] When required by the enforcing agency, the owner or the responsible entity acting as the (O HIGH TEMPERATURE COATINGS 420 Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using owner's agent shall employ one or more special inspectors to provide inspection or other duties INDUSTRIAL MAINTENANCE COATINGS 250 Environmental Chambers,"Version 1.1 , February 2010 (also known as Specification 01350), certified necessary to substantiate compliance with this code. Special inspectors shall demonstrate MLOW SOLIDS COATINGS 120 as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High competence to the satisfaction of the enforcing agency for the particular type of inspection or task to Q MAGNESITE CEMENT COATINGS 450 Performance Products Database. be performed. In addition, the special inspector shall have a certification from a recognized state, U MASTIC TEXTURE COATINGS 100 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools national or international association, as determined by the local agency. The area of certification shall METALLIC PIGMENTED COATINGS 500 program). be closely related to the primary job function, as determined by the local agency. UJ _ MULTICOLOR COATINGS 250 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program. C) PRETREATMENT WASH PRIMERS 420 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation Note: Special inspectors shall be independent entities with no financial interest in the materials or the Q PRIMERS, SEALERS, AND UNDERCOATERS 100 of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers", project they are inspecting for compliance with this code. Q LLI REACTIVE PENETATING SEALERS 350 Version 1.1 , February 2010 (also known as Specification 01350). t]7 RECYCLED COATINGS 250 ROOF COATINGS 50 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density 703 VERIFICATIONS RUST PREVENTATIVE COATINGS 250 fiberboard composite wood products used on the interior or exterior of the buildings shall meet the 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but O SHELLACS requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood is not limited to, construction documents, plans, specifications, builder or installer certification, 0- CLEAR 730 (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 inspection reports, or other methods acceptable to the enforcing agency which demonstrate > OPAQUE 550 substantial conformance. When specific documentation or special inspection is necessary to verify W SPECIALITY PRIMERS, SEALERS & UNDERCOATERS 100 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested compliance, that method of compliance will be specified in the appropriate section or identified Z STAINS 250 by the enforcing agency. Documentation shall include at least one of the following: applicable checklist. UJ STONE CONSOLIDANTS 450 6 SWIMMING POOL COATINGS 340 1. Product certifications and specifications. J TRAFFIC MARKING COATINGS 100 2. Chain of custody certifications. m TUB & TILE REFINISH COATINGS 420 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title WATERPROOFING MEMBRANES 250 17, Section 93120, et seq.). Q WOOD COATINGS 275 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered m WOOD PRESERVATIVES 350 Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA J ZINC-RICH PRIMERS 340 0121, CSA 0151 , CSA 0153 and CSA 0325 standards. ` m 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 5. Other methods acceptable to the enforcing agency. 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 4.505 INTERIOR MOISTURE CONTROL Q 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards W RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. Code. o ❑ 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor N retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. \� 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems) ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. SCALE: Exception: Use of alternate design temperatures necessary to ensure the system functions are edacceptable. PLOT DATE: 04-01-2019 SHEET NUMBER: COV CAL GREEN NOTES 24 roil A/ SHEET 1 OF 1ACCEPTED AND FILED AT THE .DATE OF SURVEY: JUNE17, 2018 REQUEST OF ,. RECORD OF SURREY ISO . 2018- Id THE ORANGE COUNTY SURVEYOR'S OFFICE IN THE CITY OF NEWPORT BEACH , COUNTY OF ORANGE , STATE OF CALIFORNIA. DATE TIME FEE BEING A zSURVEY OF PARCEL 2, 'AS SHOWN ,ON A MAP FILED IN PARCEL MAP BOOK 13, PAGE 47 fteIve IrISrRUMENT No. RECORDS OF ORANGE COUNTY CALIFORNIA. JUL 21I 2018 BOOK PACE . MICHAEL D. TORTOMASI R.C:E. 28328 c Survey HUGH NCUYEN COUNTY CLERK-RECORDER BY DEPUTY STATION NO. 109 - B.C. IN U. s. BULKHEAD UNE ,VE P REFERENCE` NOTES: AND PROPERTY UNE PER RX. ESTABLISHED PER TIES SHOWN. (R=355 40' R1 OR ;( ") RECORD. (OR COMPUTED FROM RECORD) .:INFORMATION PER tD�B 'Ot" •L=170.62') �. O R _ , DNS'. S. MAP FILED IN :PARCEL MAP BOOK 13, PAGE 47; Bu�KHFAp lI NE RECORDS OF ORANGE COUNTY, CALIFORNIA. Dr1s i I I N s'3s'ot" E I (D=4.24.1 ; R s5$.40 AND PROP 8 R2 OR [ ] RECORD (OR COMPUTED FROM RECORD) .INFORMATION PER I i IRADIAL 1 p-�4s ss"L(e 4a 5) 1 (D` D = 19 48�RTY Li.NE a < ,.j TRACT NO. 756,: MISCELLANEOUS. MAP :BOOK 23, PAGES '7=8, I 34) 424'1j: 2s" fR Rk A Y RECORDS OF ORANGE COUNTY, CALIFORNIA. 'L=146.45' (146,.gpJ'45� (19 4s' R3 OR { } RECORD INFORMATION PER RECORD OF SURVEY NO. 2009-1180, 1 I I^ is ) 0, x iso RECORDS OF SURVEY .BOOK 242, PAGES 32=4'3, i � 04 1 N 1524'Ss" E. (6�4 2403 C, RECORDS OF. ORANGE COUNTY, CALIFORNIA. I f �°��(�jJ!" ®° �� 1 RADIAL R4 RECORD (OR COMPUTED FROM RECORD) INFORMATION PER 1. Iw p� 1 LSu2528 PELEADR R1. N t8.4s'o0.a%�/ Ca3osz) (N 2s2s'v" Ej RECORDSMAP , OF ORANGE COUNTY,IN PARCEL MAP OCALIFORNAAE 13, 1 FLUSH. ACCEPTED AS �� (RADIAL CALC.) C` I Pr: ON Lor LINE 2-3 DIN 0, pro R5 RECORD INFORMATION PER CORNER RECORD N0: 2013-1993 B I h I IM 1 PROLONGAnON. ��3>2S' �� RECORDS OF ORANGE COUNTY, CALIFORNIA. 9' �I® flIl I Q, N 10.42 25 :E 0:11' s: (c3s t>� R6 RECORD; INFORMATION PER CORNER RECORD NO. 2013-1996 B. w I 2g RECORDS OF ORANGE COUNTY, CALIFORNIA. v I I I o I FOUND LEAD & TAG z.I i I �Z i DNS R7 RECORD .INFORMATION PER CORNER RECORD NO. 2013-1995 Bi - LS :2528 PER Rt. _ - 1 PAR I �p FLUSH. ACCEPTED AS RECORDS OF ORANGE COUNTY, CALIFORNIA. PT. ON LOT UNE 1-2: i S 19'35'47" W 0.29' (0.40') F i I i eO BASIS OF BEARINGS: zI I I I mi n e .o THE BASIS OF BEARINGS "FOR THIS, SURVEY IS THE CENTERLINE OF .. I ��° ''N m o / BALBOA, BOULEVARD .BEING. EAST_.-PER. R:1 :AS SHOWN HEREON. _ 701cv MONUMENT NOTES: 1 1 N I N o PAR. _� 4 �� z I 1 I i �� �, 2 h ^'/h"' • FOUND MONUMENT AS NOTED. j jr j a I o M %/ry. O SET LEAD & TAG RCE 28328 ON PROPERTY LINE 16 I h 1.°� z I M ./ PROLONGATION f.00 OFFSET FROM PROPERTY CORNER. � '�' ti' M MEASURED SFN SEARCHED, DATA ND NOTHING. LW Ntri _ `i �° /.�_� DNS DID NOT.SEARCH. N FOUND LEAD & TAG �?� STATEMENT OF PURPOSE: 1 - - I------ n LS 541.1 PER RX AS / p� SCALE I JIB`/ I Y' p REPLACEMENT FOR LEAD /A 1"=40' I 1 ' 1 g & TAG Ls 3879. FLUSH.. / N THE PURPOSE OF THIS SURVEY IS TO RE—ESTABLISH AND RE—MONUMENT THE 2 .0 ACCEPTED R O ON PROPERTY CORNERS FOR PARCEL 2, PARCEL MAP BOOK 13, PAGE 47, LOT LINE PROLONGATION / ESTABLISHED BY RECORDS OF ORANGE COUNTY, CALIFORNIA. 2-3. S 10 45'25" W 3:95' / Sol Idol 1 PT BETWEEN / �-+ PROPORTION �� Sal 7-8 i PT"B s o(fi s'� ENGIN'EER'S STATEMENT: 1 I I SFN SFN SFN I (35:00) D 7'23 53 L=77 21 / THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY i [40'] [40'] 32so' (37.00') (46:00') 35:01 tD=T2z'S1" L X7:01') i DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL FOUND LEAD & TAG LS 5411 43 31 I SFN (f LAND LAND S VEYORS' ACT AT THE REQUEST OF SCOTT HUDGINS IN JUNE, 2018. PER R5. FLUSH. ACCEPTED �°jry/ AS C/L INTERSECTION PER R3. I (43.09') I� n/.. N. 7'22'5T"E 1 M 248.78' MAI TIE DISTANCE •I 61.49' M `�(/ ,RADIAL -?'v- g �QOfI$$rgl (61.70') MICR l D. TORTOMASI R.C.E. 28328 DATE QUO �' 10 —� ------------------ ----- ---- --Qr/ PTA y �p of 461.08' (461.03'] 53:62' FOUND t" IP TAGGED w v+ (53:5TJ LS 3109 PER R4. ON 0:2' �` N{I:28328 — EAST 514.70' €514.60'1 ACCEPTED AS PT. ON * E1(PI#S:3-31-20 FOUND LEAD & TAG LS 5411 I W ep BASIS OF BEARINGS ( n E'LY UNE PARCEL 7. PER R5. FLUSH. WEST 0:52' W BALBOA BLVD. J W N zzoo'11" E 0:09' 'r✓gtFOflCp`1E����� �F- _j D COUNTY SURVEYORS STATEMENT: (n FOUND LEAD & TAG LS 5411 Z FOUND LEAD & TAG LS 5411 PER R6. FLUSH. ACCEPTED W PER R7. FLUSH. ACCEPTED: THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE J As c/L INTERSECTION. � ) As_cENTERuNE B.G. PROFESSIONAL LAND SURVEYORS' ACT THIS DAY OF I Q FOUND LEAD & TAG LS 5411 2018. COURSE TABLE: PER R7: FLUSH.` U NORTH 35.00' �I (0.32'3'44" W 0.34 M,R7 KEVIN R: HILLS, COUNTY SURVEYOR L.S. 6617 BY: LILY M. N. SANDBERG, DEPUTY COUNTY SURVEYOR P.L.S. 8402 A B C D E F G H PLANS PREPARED BY: TOAL ENGINEERING, INC. O 1 \ CIVIL ENGINEERING SCALE: 1"=10' LAND SURVEYING STORMWATER QUALITY 139 Avenida Navarro San Clemente, CA 92672 9 4 9 . 4 9 2 . 8 5 8 6 www.toalengineering.com LAND SG�GF \ I VIJTOR P. p * MEUM e Estbilted roof MIMter traced I N� No. 8L82 �z (gid per Ot Gly 9 p5 &oDf Y t (� e2(a 1' ' rF OF cA�1F°e 10 A15 d e 7 Fd tag L52 28 2 \ / / \ 1A RD01 (\ / 1 a. \ 12.06 T. 109 VIKTOR P.MEUM 3 e D 1 p6 P.L.S. 8682 D D � j 1,"q° 41A1, ,0qq 'D e q1 e8 0��o DATE: \ / PARCEL 3 o• 01035I I \ PREPARED FOR: �/✓ .12 1�5 \ \ C INS DESIGN GROUP, E 261.07' �'\ \ HUDG P, N 10.42'25` D ° 21.E 120 . " 11'en Is. 1211 Q(a 220 . ° ° q12 N \ 0'140 c2 1 A , , :�,Z. -. 20�°* ...12.0 ���\p 1 ;1 1Z ° DI2.14 D509 n e1� q .'e . 1D 35 1 OO >'. .121 12.16 DS 1 a�\a s I" ° o D e ~ VX-26 X26 (o O( �(o k ,2 'bD��N ' � . . . • �g lo. o �' 12' 2:0 0 . 1207.121.. 10 0 e 1156' 11.9 '�RaD •�G.1�a� ° .. D D Existing residence m. lb y2 v. ".1 ' 1 2• . 2• D I D a 43 D p0 10'1 ° � .o :D, y I vD : 11. 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LEGEND I W B > Of ----- GRADE BREAK LINE 0 5- INDEX CONTOUR LINE I J U - - - - - INTERMEDIATE CONTOUR LINE _ Q - - - - PROPERTY LINE Q w 00 5 -X X- FENCE ^O D r LL MSE WALL O m W CID 0- Z CONCRETE SURFACE Q c� 4 MASONRY WALL Z Q w0 Lu � QJ TTi/7Z� WOOD WALL U_ 0- 0 m ROCK WALL = Q F.F. FINISHED FLOOR Q 00 o F.S. FINISHED SURFACE m r U T.G. TOP OF GRATE O Q H Lu INV INVERT OF PIPE O N M 6 T.C. TOP OF CURB BENCHMAR❑ NOTE: DATE: H.SCALE: x OCSBM NB1-4-71 E.P. EDGE OF PAVEMENT 7-2-18 1"=10' ELEV=7.828 SURVEY DATE: V.SCALE: z NAVD88 DATUM, 2010 ADJ. T.W. TOP OF WALL --12-18 EASEMENT NOTE: � FOUND MONUMENT DRN.: MCH DWG.NO. PER A PRELIMINARY TITLE REPORT PREPARED BY FIRST AMERICAN TITLE CHD.: MSF TP-01 COMPANY, ORDER NO. O-SA-X01129 DATED JULY 11, 2018, THERE ARE NO A SURVEY CONTROL POINT APPD.: VM 7' EASEMENTS ON THE SUBJECT PROPERTY. Jos No. SHEET of 18113 1 1 1 A B C D E F G H 20 A B C D E F G H J \ PLANS PREPARED BY: TOAL ENGINEERING, INC. / \ 0 8 16 e Estimated roof perimeter traced �T��� * 1 (\d per City GIS image SCALE: 1/8"= 1'-0" R00 \d e h CIVIL ENGINEERING �5 O{ a• 0 \I 12 LAND SURVEYING ' / � �,� 1� R ��� ry 4 �O n2 �� 09 11� gJ�I1 �\�• STORMWATER QUALITY n rTT O' O O' er O c� ----:T'`C°' r� Avenida Navarro �- I I San San Clemente, CA 92672 -im \I- -_ 9 a .t . a g 2 . 8 S eFd. tog L7 www.toalenineerin9.cam 4 _ Yt +> r 9 78 1NoeV- _�� �I r.au \ a t � I =�� 1 f - / PARCEL 3 -. �� �oPEe RIO - p- 3 I ' N0. 57587 A SAUNA/SHOWER/STEAM 12 _ PROP. CONC. SWALE 1042'25- I ./� TF o� N__ - 1&' SLOPE 0;03 MIN. - _ �� -y � rrr.. J 121 L6 ��o /-T 20 ° o ; \ aF CAS\F 12/9 �� cN 31 } 1 \ 2 14 12.09 ''y PUMP 1 c, D ° I II o o I Il k SPA �� 8.15 TG 5 / - 8 ^= r' 9• DS PROP INLET BE II rn m 1 \ 7 NV f�� TO alloy \•� I; �� ' [ I\+ ' 15 I _ 1 CALEB RIOS CONNECTED TO 12 1216 12. ,/� . " l I II 3\ DS D (G'010\0so I SEWER SYSTEM a I I II �, II \ DATE: 2 - - DS .,nv�i a a• I' R.C.E. 57587 09 � 10.25 TG `�"\%' o [\ 1 ___ � 4 \/ n 6 v' r. 0 \nlo - r D 1 fid• \ D 8.73°INV.6 INF. 18 go'01 �0 c� �- _ ^a V 1'� 1 /i 12A 1T \0� o° -- - - __ __� IE 1Q I I! \ ^0 2• 1 g _ --' - '� v PREPARED FOR 0� 9.06 INV.?IN FM(3X) 1 LN ,�C 0 = ' -- 1 � ' /� I I� ° p l � �� , A" 6/ _-_---._---- �- __ t2.tt t2:o4 05 D � - II \ 1 q1 \t\G x/9.66 INV:OUT 3X5 1 \ Td- �� ,• . .08. ° 12�� 1?°TURNTABLE / 2 (R � \101. / 1 I residence D j� .=II- PROP 1,,. 1 �(\ / b g I �I I PANIC RESIDENCE i \ ISLIn l 2104 EAST BALBOA BLVD. a 12' 12 12• . 12• EXCAVATE PER � 6 1217 �:�`L�' _ I \t\ �2• � � �- D � � I � NEWPORT BEACH, CA 92657 0 1p1 _ ^•�� I �G 0�0 �G O(0\n D MANUFACTURERS l ° °° �r-�pi �,I°_\ I II'' d o D o `. II �I TEL: A 3 RECOMMENDATIONS - I '. 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S 21 � \ / 12• � -o.� - OBJ -�- - -\�L'-R 12-31 \ SF a .n .b ° � D 1 \ ° L \�9; //° 2 .1�c? ���. . y \ D 0 . , D19.5 ® � 6 Y \ %��' 12 \ DS \ I 0 I ° 72 � pt . � 12r �p 8.41 TG/ (� ' � 2 �° 1121i0 19 (iYP ) Z 0 6 o ,� 21 - Dg ;:.1 PUMP 21 �, w \ nj \< /•)Q 2.7..q,' 1 2 D a•1 17' 1U ' 1 r r- 17 '. • ?. 0 - 2• - @/ 3 ° 1a DS� 1 So 1 ° 7 i' \ 7 o % •..... d \N.- L _ -� - = �_ - - �3-- � - 12_ \-x ,12'°-'- _ J� _I - � ° �" ,' �2 ,-\n2 0 _ �2 � _ = '� = - - DS „ r 11 DDS 7.3,4 INV D Iv - D G.7 f/ V =1 =t= -= - -- -- - „-- \i 5✓ U7 7- H I i I o _ /•- -\� 1-' 1-- - 4 5 - 8 955 \ !� •'' �� - _ - _ - - --_ ---- _�=- =- 4 -- _ - _ - __ -_ _ -_- - = _ _ - - -o- -= -- - -.- } - - / 7" V• _ +,- uor - ,-un - / -f.- . .iTi.... sTriln.. ° :nv , ioi-i,nu •,.. i• ,Ti i�T_ J"v_ M- 7 \ �. ___ - - - - 17.y 1 1 . 77. V. ----------------------- 114 1 I`\ 12 14 " �e . - B 3 ` N 19'35'47" E 248.73 1647 T `� � t �• ' 10. 1 (. (. �• �� 1� 1 1 ( \. 5 D 12.11 W 10 12 oPRQP CONC. SWA,L•E - �� 0 5 . O o 62 101 e II • 949 1C \:. _-EX t \ o �� ° LJ 2 Tw SL-OP 0.03 MIN. ( A� 1b• 2 165 165 1�5 12 ke, �� o'a� 1� red p\\ a• •\ � �a t " '�• �• � JC \G[(, •fin � 1n" 252a l\ j\ 4 \� �3q/9g9 D o 10�0� D s D 10�a . D 12 s GO Fd \og 19 B ° PARCEL 1 `\195 D �D D I o° � 11 E i• I 0"\" \ E„timated roof perimeter traced per City GIS image S� 35 a 10 \ 30 P M BR CIE3 / 4 7 P M R___1 / 4-7 P M BR CI_1 30 Z PRELIMINARY CONSTRUCTION NOTES pL PARCEL 2 PL ® CONSTRUCT CONCRETE DRIVEWAY. I I o CONSTRUCT CONCRETE HARDSCAPE. Co (INSTALL 4" DIA. SCHEDULE 40 PVC PIPE DRAIN SYSTEM. (ASTM D1785) 25 I I II 25 u', 5 4�INSTALL 3" WIDE MICRO CHANNEL DRAIN, NDS TYPE 764 W/OUTLETS EVERY 8' MAX l ll ll I IIaf 5(�INSTALL 6" BRASS ATRIUM DRAIN NDS TYPE 90B W/ RISER & ADAPTOR OR EQUAL. 20 i - $� °1 - i 20 INSTALL 6" BRASS DECK DRAIN NDS TYPE 640B W/ RISER & ADAPTOR OR EQUAL. rl 9"X9" DECK DRAIN II NDS TYPE 930B t�INSTALL 9 BRASS DECK DRAIN NDS TYPE 980B W/ RISER & ADAPTOR OR EQUAL. 15 II _ DI oo ll - I� 15 BLDG. INSTALL FORCE MAIN, SIZE PER PUMP MANUFACTURERS RECOMMENDATIONS. I I -c\�"��\�%�Vii^ -- - �--------- ------------------� ----ID /� \� _ sI h .-' - IL-------------- DOWNSPOUT LOCATION 9t�INSTALL SUBDRAIN PER SOILS REPORTS RECOMMENDATIONS. -, I I \, _'<7'-\'5,._ _ \ �_ STAINLESS STEEL SUPPORT PER PLAN 10 i- yal-I;�i\i\\�\\ J/\\ / �\\%</\ �\\!\jam 10 FRAME, INCLUDED WITH KRISTAR 10 OUTLET DOWNSPOUT TO DRAINBOX W/FILTER INSERT PER DETAIL HEREON. \�\� Lo \, E ±-ON 10 O Flogard FF-T9 ASSEMBLY �\ i/\\ 11 INSTALL 12"X18" CONC. BOX. BROOKS 1218 W/ TRAFFIC RATED GRATE. OR EQUAL. /� 12 OUTLET THROUGH CURB FACE USING RECTANGLE OPENING 3"X5" PER CITY OF NEWPORT BEACH STD-184-L. 5 5 - - - 4" WATER PROOF I I;;j ?I \� WALL TO BE DESIGNED FOR - - KRISTAR FloGard FF-T9 CLR. DESIGN BY o0 13 CONSTRUCT DRIVEWAY APPROACH PER CITY OF NEWPORT BEACH STA. STD-162-L TYPE "I". \�� I'; �• i:'I Imo\ FULL HYDROSTATIC WITH FOSSIL FILTER OTHERS(TYP.) I;i�;;i `'� i�:l �I PRESSURE (TYP.) POUCHES INSTALLED FS/FG AS OCCURS 14 PLUG AND ABANDONED PORTION OF EXISTING DRIVE WAY PER CITY OF NEWPORT BEACH STA. STD-165-L. 0 0 �} I;i; %i.. PER MANUFACTURERS \\ SHORING PER SEPARATE RECOMMENDATIONS 15 CONSTRUCT CONCRETE SIDE WALK PER CITY OF NEWPORT BEACH STA. STD-180-L. V I'; .. ,.... \ i PLAN AND PERMIT TYP. Yar}Y: :: :::::: :::;:: .';::::::::::T:::;::.:?i::i::::::.:E:::}:::::^:::�;'::::::ii:::: 4::::i:::::r:::::.-:::::::.:::::.-....:::.:;.:..�i;"}...I I, " �\ 1 REMOVE AND RECONSTRUCT PAVEMENT 24 WIDTH AND FULL DEPTH. 6 OUTLET DRAIN PER PLAN �� \ -5 i -5 6 OUTLET DRAIN //\ �j \j/ PER PLAN /� - // /� 17 INSTALL STORM DRAIN LIFT STATION, DUPLEX SYSTEM W/BACKUP POWER SOURCE AND ALARM SYSTEM TO BE \\'' 1- \\/\\\��/�\\, \i�i/\\ -,\ � XgEL \ f� \STOul R \I�T�t�i �j�\\\ kl DESIGNED FOR A MINIMUM CAPACITY OF 50 GPM. TO BE DESIGNED UPLIFT FOR GROUNDWATER PRESSURE. %Y{ II\� BUILDING FOOTPRINT PER SOILS REPORTS 18 INSTALL STORM DRAIN LIFT STATION, DUPLEX SYSTEM W/ALARM SYSTEM TO BE DESIGNED FOR A MINIMUM -5 �II� RECOMMENDATIONS (TYP.) ��I-I�/ -5 CAPACITY OF 265 GPM. TO BE DESIGNED UPLIFT FOR GROUNDWATER PRESSURE. 9" SQUARE CATCH BASIN WITH /� //\ 19 INSTALL 9"X9"X10" CATCH BASIN (NDS TYPE 900) W/9-X9- DECK DRAIN KRISTAR FloGard FF-T9 /�/ /�� NDS TYPE 9308 AND KRISTAR FLOGARD FF-T9 CATCH BASIN FILTER A SECTION WITH FOSSIL FILTER PER //�//\ \ / INSERT INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. C-2 SCALE: 1/8" = 1'-0" 9"X9"X10" CATCH BASIN FILTER/CATCH BASIN ASSEMBLY 20 CONSTRUCT INFILTRATION TRENCH PER CITY OF NEWPORT BEACH STANDARD, 18'L.X2'W.X2.5'D. NDS TYPE 900 DETAIL HEREON. DETAIL DETAIL 21 INSTALL STORM DRAIN LIFT STATION, DUPLEX SYSTEM W/ALARM SYSTEM TO BE DESIGNED FOR A MINIMUM Q 19 � � DOWNSPOUT OUTLET CAPACITY OF 195 GPM. TO BE DESIGNED UPLIFT FOR GROUNDWATER PRESSURE. CITY OF NEWPORT BEACH NOTES LEGEND z 2 CATCH BASIN/FILTER ASSEMBLY NOT TO SCALE Of NOT TO SCALE DISPOSITION NOTES 1�A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE 100 EXISTING CONTOUR F.F. PROPOSED FINISHED FLOOR Q OLL 1 EXISTING BLDG. TO BE DEMOLISHED. BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS -100- PROPOSED CONTOUR INV INVERT OF PIPE J J DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE U [fl--EXISTING UTILITY VAULT TO REMAIN, PROTECT IN PLACE. SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT 100.00 SPOT ELEVATION TG TOP OF GRATE WILL BE REQUIRED AND 100% PAID BY THE OWNER. SAID DETERMINATION AND THE EXTENT OF C _ 3 EXISTING WATER METER TO REMAIN, PROTECT IN PLACE. THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. �:; • " PROPOSED CONCRETE PAVING P.L. PROPERTY LINE W z Q 4 EXISTING WALL TO REMAIN, PROTECT IN PLACE. U - r m R/W 2�A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE --FM -- PROP. FORCE MAIN TW TOP OF WALL W M 7 BLDG. 50-SAWCUT LINE, JOIN EXISTING. IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 6-MIN ==4"== PROPOSED STORM DRAIN TF TOP OF FOOTING Q = [fl--PROPOSED SEWER CLEANOUT PER CITY OF NEWPORT BEACH STD. STD-406-L. 3�AN APPROVED CITY OF NEWPORT BEACH ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK W d 0- VAR. ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY. --SUB-- PROP. SUBDRAIN BW BOTTOM OF WALL � (D V - w FS I PROPOSED BEARING/RETAINING WALL W.F. WATER FEATURE U N Z 4�SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS z _j - m PRELIMINARY EARTHWORK QUANTITIES BEFORE STARTING GRADING. EXISTING SCREEN WALL T.P. TOP OF PILASTER d �/ 0 J o g ay AMOUNT AMOUNT SURVEYOR TO FILE A CORNER RECORD OR RECORD OF SURVEY WITH THE OFFICE OF THE PROPOSED SCREEN WALL P.A. PLANTER AREA W Q d m a " CRUSWED. 2 GEOTEXTILE FILTER COUNTY SURVEYOR. EVIDENCE OF FILING SHALL BE SUBMITTED TO BUILDING INSPECTOR PRIOR 2 z Q M �� FABRIC (LAP 12" ® TOP) EXCAVATION (CUT) 4,945 CY m PROPOSED RETAINING WALL F.P. FIRE PIT H - O a Z ROCK�'II- TO FOUNDATION INSPECTION. CC m m EMBANKMENT (FILL) 0 CY PAD PROPOSED PAD ELEVATION - - GRADING LIMITS G w VAR�r,f �'? IMPERMEABLE GEOMEMBRANE LINER ALL WORK RELATED TO DOMESTIC WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED _ Q - 00 (THICKNESS AND MATERIAL TO BE OVEREXCAVATION/RECOMPACTION N/A N/A BY A C-34 LICENSED PIPELINE CONTRACTOR OR A LICENSED GENERAL ENGINEERING T.G.B. TOP OF GRADE BEAM J m a-: INV' I ° I? T/SLAB PROPOSED TOP OF SLAB w D E[ . APPROVED BY GEOTECHINICAL CONTRACTOR. CO c i I° ° I EXPORT 4,945 CY FS PROPOSED FINISHED SURFACE L.P. LOW POINT w o ENGINEER PRIOR TO INSTALLATION) 7�ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A o "" ° '2 2.5' TO 8' TOTAL 4,945 CY 4,945 CY C-42 LICENSED SANITATION SEWER CONTRACTOR OR A LICENSED GENERAL ENGINEERING FG PROPOSED FINISHED GROUND INF. INFILTRATION TRENCH o M 6" DIA. PERFORATED PIPE , " CONTRACTOR. FM FORCE MAIN N m (PERFORATIONS DOWN) o EXTEND LINER MIN. 24 BELOW PERMEABLE SOILS UNDER N o BOTTOM OF GRAVEL AND MIN. 2' ADDITIONAL NOTES 00 GROUNDWATER LEVEL INFILTRATION TRENCH. w d- 8 BEYOND TRENCH HORIZONTALLY. PER SOILS REPORT. D_ w NOTE TO CONTRACTOR: DATE: H.SCALE: 1. ALL ROOFS SHALL BE GUTTERED AND DOWNSPOUTS SHALL CONNECT TO THE STORM DRAIN 2/10/19 1"=8' Z 00 SYSTEM. CIVIL ENGINEER OF RECORD APPROVAL REQUIRED PRIOR TO Z SURVEY DATE: V.SCALE: 2. FOR FOOTING AND FOUNDATION DESIGN SEE STRUCTURAL PLANS. BACKFILL OF ALL DRAIN PIPES, CONTACT CIVIL ENGINEER TO JUNE 2018 N/A FIELD VERIFY LOCATION, SIZE, AND DEPTH OF DRAIN SYSTEM. DRN.: A.A. DWG.NO. M DETAIL EASEMENT NOTES CHD.: C.R. C-01 20 INFILTRATION TRENCH APPD.: C.R. o N.T.S. PER A PRELIMINARY TITLE REPORT PREPARED BY XX TITLE, ORDER NO. XX DATED JOB NO. SHEET N OF NOVEMBER XX, 20XX THERE ARE XX 18113 1 1 2 N A B C D E F G H 1 J 2 A B C D E F G H J \ PLANS PREPARED BY: TOAL ENGINEERING, INC. / \ 0 8 16 e Estimated roof perimeter traced �T��� * 1 ( c�a per City GIS image SCALE: 1/8"= 1'-0" 5 RO° 3 (� CIVIL ENGINEERING 00� 8• \I 1Z6 LAND SURVEYING � �� 1� R 835� ��• STORMWATER QUALITY GD fTT \ \ O• � ,` ' .. U2 139 Avenida Navarro C11 1 • —�--J San Clemente, CA 92672 / e / Vv -{�1 9 4 9 . 4 9 2 . 8 5 8 6 { ted \ / 1 _EXIST. "" toalengineering.com R00 ✓ - tom= 4 I WALL TO REMOAIN'. DS / ^• — -- — — h� GP1" OS DS PARCEL 3 / �',.tt1�; �_`_�� _ No. 57587 I -- — —, I I rI ` I 12 Zs�.o�' -� s9T CIVIL N 1 p 42'25 — — &' Vv•'� V`r' __i �_ Q D$ / I � F OF CAl\EO \ 1 1 p y I62 2 r r Lam _ — � I I 2 � " II �� _ rn¢ Il SE 10 TYP. SPA II 5. EXIST. 4' WALL ��rr= n•4��� �:. -- I o II 3 11 1 2TO REMAIN. - _ �-= ��� ,i11 II i CALEB RIOS \ -- _ _ ' - T S� I R.C.E. 57587 1 L55& 1 _ �� DS I I �' WE-1 I DATE: I tog 1 �' o �� ��' 1 --4 — — „ I f I I =:4" PREPARED FOR: �0� , xll I I I i N ° AN 2 10 DS / \ � l l 2104PANEASTRBALBOA aVD— NEWPORT BEACH, CA 92657 { M SE �� � I\ � I � II I n U �I Ds / - � -1ss TF POOL N, S3 VIM 1 '.Iwrn r: I PARCEL 2 I I I o C` 9 A o rr - - - - - - - - - - - - - - - - - - -� - - - - - - - - - 7 BASEMENT l II J \ i F.F.=-1 .00 PMB 13/47 II II \ 1 PAD—XX.XX \.1,%1 ^ry / � o vo 3 WE-1 I BASEMENT PARKING I T/SLAB=-1 .00 II I h / HOME THEATER II rs1'>::: II I �L w 19x91 �\ \ II V`. I I _ " PAD=XX.XX % 'h II o \ 1@1 �\ F.F.=-2.33 l WE-1 PAD=XX.XX \ II I II II I > WM-s 0, I Ila - - - - - - - - - - - - - - DS II I o oo - - - - - - - - — _ II I T� \ oS I r � - - - - - - - - — �S - - - - - - - - - - - r SDs sy9� _Ds O, o L - - - - - - - - - - - - - - - J� - - - - i � - - �F - - �L _ J y o1�70 c� , X51 ¢ 1 0 �� 17.9 1211 11.¢ a 11.8 N 19'35'47" E 24EXI8.73' 129 a n W. �o� D 10 12 1 T 10 12 &� ( 1 „ 016\\'\ T. 10 1� 1 2 1 sE-s e 'A, 9• v ``'` 1 W. 12 652 TOSREMAIN.ALL 1655 165�1�51 12 rx� �� F 126 10 Ored�°\\ 8 8. 1 t ° o f 2 � k . 2 Q l9 99,� `,� •9 0 0 ,1 12 ��' �ti• �r�vetlo9 12 X525 4 \ ;\\Y �Ot /F�` 999 94 p 1Oti D D 103 D 12 GO �d to9 19 I. PARCEL 1 l ° 1 � QQ \;\ 9551 9.4 E imated roof perimeter traced 9"11 I per City GIS image 35 S6 01' 0 \ ® o m w 5 af EROSION CONTROL BMPs EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL SE-6 GRAVEL BAG BERM PLACE AS SHOWN ON PLAN. SE-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEPT AND SEDIMENT COLLECTED AND PROPERLY DISPOSED OF, ON OR OFF-SITE, ON A DAILY BASIS. SE-10 STORM DRAIN INLET PROTECTION ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM. WIND EROSION CONTROL 6 WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE FROM WE-1 WIND EROSION CONTROL ANY DISTURBED AREAS DURING CONSTRUCTION. TRACKING CONTROL TC-1 STABILIZED CONSTRUCTION EXIT CONSTRUCT WHERE SHOWN ON PLAN. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-1 MATERIAL USE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTIONS. Q IF MATERIALS ARE STORED ON SITE, THEY SHALL BE STORED IN ORIGINAL MARKED Z WM-2 MATERIAL DELIVERY AND STORAGE CONTAINERS AND COVERED FROM RAIN AND WIND. 0 YEAR-ROUND BMP REQUIREMENTS AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. Z LL WM-4 SPILL PREVENTION AND CONTROL EMPLOYEES SHALL BE EDUCATED ON THE CLASSIFICATIONS OF SPILLS AND J 1. WHERE APPROPRIATE, SEDIMENT CONTROL BMPs SHALL BE IMPLEMENTED AT THE SITE PERIMETER, AT ALL OPERATIONAL STORM DRAIN INLETS, APPROPRIATE RESPONSES. Q U AND AT ALL NON-ACTIVE SLOPES, TO PROVIDE SUFFICIENT PROTECTION FROM STORMS. SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE 2 WM-5 SOLID WASTE MANAGEMENT CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF PROPERLY. U 2. WIND EROSION BMPs (DUST CONTROL) SHALL BE IMPLEMENTED AND MAINTAINED. Lu J Q AN ON-SITE CONCRETE WASHOUT AREA SHALL, BE CONSTRUCTED, USED, AND 0 Lu 3. BMPs TO CONTROL OFF-SITE SEDIMENT TRACKING SHALL BE IMPLEMENTED AND MAINTAINED. WM-8 CONCRETE WASTE MANAGEMENT r m DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENTS OF THE CITY. W 7 ON-SITE FACILITIES SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR 0 o' 4. APPROPRIATE WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF WM-9 SANITARY/SEPTIC WASTE MANAGEMENT FOR THE DURATION OF THE PROJECT. � m O STORM WATER BY WASTES AND CONSTRUCTION MATERIALS. LU z d 0- NON-STORMWATER MANAGEMENT Lu 5. APPROPRIATE NON-STORM WATER BMPs SHALL BE IMPLEMENTED TO PREVENT THE CONTAMINATION OF STORM WATER FROM CONSTRUCTION 0 Q N Z ACTIVITIES. NS-1 WATER CONSERVATION PRACTICES MAINTAIN EQUIPMENT TO PREVENT UNINTENDED NON-STORMWATER DISCHARGES. Z w - `r APPLY PERIMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER Q U U > M 6. ADEQUATE PHYSICAL OR VEGETATION EROSION CONTROL BMPs TEMPORARY OR PERMANENT SHALL BE INSTALLED AND ESTABLISHED AS SOON AS NS-3 PAVING AND GRINDING OPERATIONS d < Do of ( ) DISCHARGES. Z PRACTICAL FOR ALL COMPLETED SLOPES OR SLOPES IN NON-ACTIVE AREAS. THESE BMPs MUST BE MAINTAINED THROUGHOUT THE YEAR. IF A LLI d m EXERCISE CARE DURING CONSTRUCTION TO PREVENT UNINTENDED = O Q SELECTED BMP FAILS, IT MUST BE REPAIRED AND IMPROVED, OR REPLACED WITH AN ACCEPTABLE ALTERNATE AS SOON AS IT IS SAFE TO DO S0. NS-7 POTABLE WATER / IRRIGATION NON-STORMWATER DISCHARGES. H — O M THE FAILURE OF A BMP MAY INDICATE THAT THE BMP, AS INSTALLED, WAS NOT ADEQUATE FOR THE CIRCUMSTANCES IN WHICH IT WAS USED. m m REPAIRS OR REPLACEMENTS MUST RESULT IN A MORE ROBUST BMP, OR ADDITIONAL BMPs SHOULD BE INSTALLED TO PROVIDE ADEQUATE NS-12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. Q PROTECTION. O m '- NS-13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION. H 7. A DISTURBED AREA THAT IS NOT COMPLETED, BY THAT IS NOT BEING ACTIVELY GRADED (NON-ACTIVE AREA), SHALL BE FULLY PROTECTED FROM w co E EROSION WITH TEMPORARY OR PERMANENT BMPs (EROSION AND SEDIMENT CONTROL). THE ABILITY TO DEPLOY STANDBY BMP MATERIALS IS NOT Lu o SUFFICIENT FOR THESE AREAS. EROSION AND SEDIMENT CONTROL BMPs MUST ACTUALLY BE DEPLOYED. THIS INCLUDES ALL BUILDING PADS, o M UNFINISHED ROADS, AND SLOPES. 8. SUFFICIENT MATERIALS NEEDED TO INSTALL STANDBY EROSION AND SEDIMENT CONTROL BMPs NECESSARY TO COMPLETELY PROTECT THE EXPOSED NOTE LEGEND N PORTIONS OF THE SITE FROM EROSION AND TO PREVENT SEDIMENT DISCHARGES SHALL BE STORED ON-SITE. AREAS THAT HAVE ALREADY BEEN THE LOCATION AND TYPE OF EROSION AND m g PROTECTED FROM EROSION USING PERMANENT PHYSICAL STABILIZATION OR ESTABLISHED VEGETATION STABILIZATION BMPs ARE NOT CONSIDERED SEDIMENT CONTROL MEASURES TO BE XX-X BMP DESIGNATION IN CALIFORNIA STORMWATER BMP HANDBOOK - DATE: H.SCALE: z TO BE "EXPOSED" FOR PURPOSES OF THIS REQUIREMENT. USED WILL CHANGE DURING THE COURSE 2/10/19 1"=8' OF CONSTRUCTION. THE CONTRACTOR CONSTRUCTION, LATEST EDITION, " SHALL IMPLEMENT THE CONTROLS BY THE CALIFORNIA STORMWATER SURVEY DATE: V.SCALE: G 9. THERE SHALL BE A "WEATHER TRIGGERED ACTION PLAN AND THE ABILITY TO DEPLOY STANDBY SEDIMENT CONTROL BMPs AS NEEDED TO QUALITY ASSOCIATION. JUNE 2018 N/A n COMPLETELY PROTECT THE EXPOSED PORTIONS OF THE SITE WITHIN 48 HOURS OF A PREDICTED STORM EVENT (A PREDICTED STORM IS DEFINED NECESSARY TO PREVENT A.A. DWG.NO. ,o AS A FORECASTED, 50% CHANCE OF RAIN). NON-STORMWATER, SEDIMENT, AND DRN.: M CONTAMINATED RUNOFF DISCHARGES FROM � GRAVEL BAG BERM SE-6 CHID. C.R. 10. THE AMOUNT OF EXPOSED SOIL ALLOWED AT ONE TIME SHALL NOT EXCEED THAT WHICH CAN BE ADEQUATELY PROTECTED BY DEPLOYING THE SITE AT ALL TIMES. APPD.: C.R. 0 STANDBY EROSION CONTROL AND SEDIMENT CONTROL BMPs PRIOR TO A PREDICTED RAINSTORM. a JOB NO. SHEET I OF N 18113 2 2 N A B C D E F G H 1 J 22 hudgins design group, inc. 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 info@hudginsdesign.com 29'-3" 75'-5" 47-- l" 22'-5 1/2" 51'- 1 1/2" 32'-7 1/2" 29'-7 112" 47'-7 1/2" 43'- 10" 1'- " 22'-5 1/2" 1'- 1 1/2" 23'-6" 3'-0" 23'-6" 24'-3 1/2" 6'-0" 3'-0" B C E G 3 33 .3 .�, fn x or Uj ,n'�,7�' • - - 27 11 3 ., ,•GI. - 1 � i1 x10 I �I 2 ,LLY �I 10 Rp O 1 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----- — 1 r , I 16Ln .x10�9 ' LL Q 0j"`1 ° I 0 CV 26 „ E3j.071 �_ o .o a ao 0 Uj 10° 2'25 26. o moa ao� n¢ �b� ��� C U �j� 1 10' •O° a 0'0 o 0 o D N .. �. • 8 6. NEW RESIDENTIAL BUILDING 6 :0 ��� ��� �, ��� BASEMENT LEVEL: -1.00' F.F. o p rte, 0� � ego o m 4 90.1 �, g 112 0 1 16 2 • `_. y,� = 7 ", `�OgL'' LEVEL 1: 11.00' F.F. t`o gop,4 s 4°�` Q:o" op II < LEVEL 2: 21.50' F.F. �b� G W m LEVEL 3: 35.00' F.F a o d � 10• �- G1 - a•D6.6O>go .o p�. � W ROOF LEVEL:41.00 T.R w a g 25 •< oo •y ` ` `- ` ` `r' . ` W �� 0����o°doe oe ° � N 0 5Q - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -49 z1 — 10 10, 2 AVG. 254 =10" 2 9Bs 3 coo 0 ~ 2 0 0.g 9c�6 I 14 . ' z i - -- - - - - - - - - - - - - - -_- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I- - - - - - x$ati 4 2 2a II �1 Do 5 x101'1 u I xg99' 06k 7 1 101 p N M 3% REFER TO CIVIL W 10 1 cW3� x Og3 1 '10 x10 I 30'-0" m �LJ 1 x 1 - s 1,7 �p 21 FYSB J -_ ... 4 19 V Q 1 1 3 — Q z 22.97 D ck 5 03 � � a� e3 co0 x ® m - 11 C� 5 �0� — — zz zo 0 0 0 C5 _ 5 W za 9 v N •"SLOPE'ot .' 0 1016 03 •• •. - •i 90.9 1 10.70 11.9, 00.5 1 106 1ti1 11.4 100.9 ; 1.8 1935' 7" E 248.73 109 10e °� 10 ti CN 1 z3 �� 13 Fad T 90.8 10ti0 ;1036 '1�- 11 ' 00� 9�S 9 43'-4 1/2" 46'-4 1/2" 5'-7 1/2" 16'-3 1/2" 1- 101 6- 91/2" 4'-9" 40'-7" [3'-0" 26'-6" 17' -6" 198'- 1" 33'-2" A B C D E F G PROJECT TRUE NORTH NORTH 1 PROPERTY LINE 38 FIRE RATED GLASS'FIRELITE'BY IGU 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 39 CAR ELEVATOR 3 ADDITIONAL THIRD FLOOR SETBACK 40 CAR TURNTABLE 4 BUILDING FOOTPRINT 41 MINIMUM Y2"GYP BOARD IS REQUIRED BETWEEN 5 ADJACENT STRUCTURE DWELLING WALL AND A GARAGE, GARAGE CEILING TO 6 (N) DRIVEWAY-SLOPE PER CIVIL BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ARE ABOVE (SEC. R302.6)SEPARATION TO EXTEND 7 (E)CURB/EDGE OF PAVEMENT FROM FLOOR TO ROOF SHEATHING 8 CENTERLINE OF RIGHT OF WAY 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL 9 (E)SEA WALL TO REMAIN-REFER TO SW1 &SW2 43 ROOF RIDGE 10 (E) DOCK TO REMAIN 44 ROOF CRICKET, BUILT-UP AS REQUIRED 11 (E)SITE WALL TO REMAIN 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES 13 (N)SITE WALL-MAX 62" IN SYSB,42" IN RYSB PER CPC TABLES 11-1 AND 11-2 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES 15 SITE GATE, MAX 6'-0"ABV. F.S 47 NOT USED 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 48 EDGE OF WALL(ABV./BLW.AS OCCURS) 17 HARDSCAPE 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) 18 REFLECTING POND W/12" DEEP STANDING WATER(18" 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW MAX) ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE+18" 51 SINK A.F.F 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES 20 TRASH STORAGE LOCATION DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA. TO THE 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY MEP SHEETS OBSTRUCTION)-VERIFY LOCATION W/.SO. CA. EDISON 53 CASEWORK PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL OBSTRUCTION)-VERIFY LOCATION W/.SO. CA. EDISON BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS 23 PROPOSED GAS METER LOCATION OF NOT LESS THAN 1 FOOT CANDLE(CBC 1205.4) 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR DWGS) 2415 W/AUTOMATIC BLACKOUT SHADES (E)WATER METER LOCATION (REF CIVIL&SURVEY 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ DWGS) REMOTE 25 POOL 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 26 SPA 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW 27 POOL EQUIP. W/SURROUNDING SCREEN WALL ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 28 GUARDRAIL-MIN 42"ABV.ADJ FF. 59 STEAM UNIT BY OWNER 29 HANDRAIL 36"ABV.ADJ. FF 60 WINE STORAGE 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 61 FLOOR DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE 61 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. DWELLING WALL AND A GARAGE, GARAGE CEILING TO 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. ARE ABOVE (SEC. R302.6)SEPARATION TO EXTEND SCALE: (PROVIDE WATER&GAS) FROM FLOOR TO ROOF SHEATHING 35 FAU- PROVIDE GAS S/O,ELEC,VENTING PER 62 SECANT SHORING PILE 1/8" = 1'-0" MFGR.(CMC 904. 1) 63 INSULATION PER T24 ENERGY REPORT PLOT DATE: 36 WATER FILTRATION SYSTEM 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 04-01-2019 37 GAS FIREPLACE-'HEATNGLO' MEZZO 60-ANSI 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL STATION SHEET NUMBER: COMBUSTION TYPE. 65 EGRESS LADDER 66 SOAKING TUB A101 SITE PLAN hudgins design group, inc. 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 info@hudginsdesign.com 21'- 10" T-0" 1. 6'-I. 10" 6'I. - 10" 11 6'- 10" 6'- 10" 8 1/ ,, 47'-7 1/2" 45'-3" 22' -I. 5 1/2" 51' - 1 1/2" 32'-I. 7 1/2" 29'-71/2' 1'- " 1'-6" B C D E F G P°C I I I I I I SP°k 1 17 x10 ,y9 aN tt r - 4v decim N LU0 I - P — 5 O I - I C 0`1 CD co CO 10 x'v '+_:1_,``-.` `"ITS-'•-!•.'s'"YrC. - - - A - N 1 1 1 2 •'r• - a � 5 W F a W a U N c`3- c r Q 1LUxO N L G7 - _ - - - - -OR n V - 1 2 2 _ti - z5a� - - G. cot �':'•'� '�-"-' _�':�':;` LU X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - a' ui tt as > oo xN x x o 3 % REFER TO CIVIL m x10' x10' a'.(-f _ 30'_Or. Ci \` o p2 ,,`3t _s< FYSB pot rn Q CID ED CO w v ti cx�a \ ll 1 N } a d- ?deci SP o P P SP Spot t 2 declma SP' S t i \ cimal `l \2 Spot N 19°35'47" E 248.73' S ot2 decimal �� P SPP— o \� SPO S Pot --Ia t N °tea\ aec \y °j�a/ �; �oP 6'- 6' -0„ 0 4'_0" T_2" 91-9 1/2" \ 191'- 5" 9' -4" 9'-2" 1 11'- 11/2" 15'-61/2" g� 17' -6" 1 I 198' - 1" 33'-2" I. aeGx�a\ A B C D E F G SP°�2 PROJECT TRUE NORTH NORTH 04.106.7. REDUCTION OF HEAT ISLAND EFFECT FOR NONROOF AREAS [N]. REDUCE CASEST"DY I NATUIOL STONE �aL,naas IZANDEfoc° NONROOF HEAT ISLANDS FOR 25% OF PATHWAYS, PATIOS, DRIVEWAYS OR Q e anyTL.oo...,.o[T........C.a,,e.ci—zkaa..,. OTHER PAVED AREAS BY USING ONE OR MORE OF THE METHODS LISTED. goden beach SRI OF NATURAL STONE 1. USE TREES OR OTHER PLANTINGS TO PROVIDE SHADE AND THAT Natural stone has the potential to be a cool roofing or paving material, an attribute with a number of marketable advantages. In MATURE WITHIN 5 YEARS OF PLANTING. TREES SHALL BE SUITABLE IN technical information particular, stone can support reduced energy consumption, decreased utility costs an improved environmental footprint, and the MATURE SIZE AND ENVIRONMENTAL REQUIREMENTS FOR THE SITE. TREE potential to earn LEED credits. The Natural Stone Council(NSC)advises that any claims of stone being a high SRI product must be SELECTION AND PLACEMENT SHALL CONSIDER LOCATION AND SIZE OF ;TATGCFEFFimENns FFicnar ASTMC 1028 Os Dry Cee substantiated through professional material testing. M, 061 AREAS TO BE SHADED, LOCATION OF UTILITIES, VIEWS FROM THE Natural stone used asabuilding or landscaping material can decrease the urban heat island effect if the solar reflectance index of the STRUCTURE, DISTANCE TO SIDEWALKS AND FOUNDATIONS, OVERHANGS ca F..slw swbNGw ASTM e 72 Ag Psi io,Dos surface is sufficient. Roofing tiles,large decorative pieces,and other stone on a building's envelope may inhibit energy absorption. Paving or landscapingwith stone may also result in similar advantages. Again,material testing should be performed to ascertainthis ONTO ADJACENT PROPERTIES AND STREETS; OTHER INFRASTRUCTURE wmaizasea�n°":�o ASTM C07 by wt, a.20% potential. AND ADJACENT TO LANDSCAPING. IN ADDITION, SHADING SHALL NOT CAST ASTM,., ` H,rar x Unlike alternative products.the SRI of only a small quantity of natural store has been measure&the examples provided at the end of A SHADOW, AS SPECIFIED, ON ANY NEIGHBORING SOLAR COLLECTORS this document confirm values in the area of 0.60. The University of California's Lawrence Berkeley National Laboratory(LBNL), PURSUANT TO PUBLIC RESOURCES CODE SECTION 25981 , ET SEQ. (SOLAR FREEZE AND TFn EouNDNESE ASTM 086 by m o.7F". the leading research group on cool roofing materials,publishes a list of common building materials'SRI values. Table 1 displays some of those values. SHADE CONTROL ACT); 2. USE HIGH ALBEDO MATERIALS WITH AN INITIAL SOLAR REFLECTANCE Table 1. VALUE OF AT LEAST .30 AS DETERMINED IN ACCORDANCE WITH AMERICAN Radiative properties,temperature rise,mrd SRI of various building materials as reported in the LBNL Cool Roofing Materials Database. SOCIETY FOR TESTING AND MATERIALS (ASTM) STANDARDS E1918 OR C1549: Product SolarRenectance Emissivity Temperature Rise- SRI Clay tile, red 0.33 0.9 ss 36 3. USE OPEN GRID PAVEMENT SYSTEM OR PERVIOUS OR PERMEABLE Concrete tile,red 0.18 0.91 71 17 PAVEMENT SYSTEM; Concrete tile,white 0-73 0.9 21 90 Asphalt shingles,white 0r1 0.91 68 21 4. USE SOLAR PANEL ARRAYS TO CREATE A CANOPY SHADE SYSTEM; OR Limestone pavers** 0.53 0.89 -30 62 5. OTHER METHODS OF REDUCING HEAT ISLAND EFFECTS ACCEPTABLE TO *Maximum roof temperature rise. THE DEPARTMENT. **Average of three light-colored,honed limestones reported from Valder's Stone&Marble,Inc.,who used an accredited tostelrauor,omdeimes avalleb[e at ouarrvr corn CRRC testing facility to evaluate their stone. Temperature Rise is predicted by UT based on the known linear relationship between this variable and SRI. This data is not reported by the LBNL. COUNTRY OF ORIGIN Permyal HARDSCAPE AREA BENEFITS OF HIGH SRI STONE PRODUCTS Products with a high SRI are particularly advantageous in regions that exhibit only short periods of cold weather. In LIMESTONE PAVING 1,818 SF (40%) predominantly cold areas,these materials have been shown to contribute to higher heating demands due to an inabilityto DRIVEWAY SLAB 486 SF absorb energy from the sun'. Energy savings,however,are still generated during the summer months. In any case,cool materials become increasingly beneficial as the ambient temperature rises. TOTAL HARDSCAPE 11,390 SF LEED Credils The U.S. Green Building Council's (USGBC) Leadership in Energy and Environmental Design (LEED) certification program is the preeminent green building rating system in the United States.The program awards credits to construction projects for implementing environmentally-conscious practices during the planning, design,construction, and operation phases of a building's lifetime. Employing high SRI products is one way of earning a few of these credits. SCALE: 1/8" = V-0" T, F. PLOT DATE: 04-01-2019 SHEET NUMBER: Al 02 SITE HARDSCAPE PLAN so hudgins design group, inc. 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 info@hudginsdesign.com 106 -9 112" A B C D E F G 1 I I I I I I �o 8.3 ^0 i 0A 10.7 Fd. tag LS2528I, --- 11.1 _ 3 8.4 10. 0 g0 ��OD i 6 Aa 11161 .80 p1 H:fi7 109 10 16 i 03 :\$ 12 1110 1100 1ti .38 111 ' • 10 1 UJ � N 1 110NIP 0 ,.� 6 ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -; V 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IN �- - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - „pram- - - - -,- - - - -___--- - - 1° - - -I- - - - - - ;- - - - - - - - - - - - - '1 1`L11 0 12.0 { 1L16 1119 110_ _ - - : io A - 9 12.1 i 1\' � • N i \ti til U UJ 1a\R \a°��5 1 11 a 6 6-04a tib " 116 6`0 11 1 1L0. 11' 6Q\ DEMO EXISITING 11 I 1 12.07 til 1 1 i U ' 66 6 12.11 X01 12.04 Ntob 1 7199 SF RESIDENCE 10.3 1,L1;� W 1 \1 11y0 25, 4 I 1 .\� 1111 \� 10� 44' -4" 1111 i I 1• 11 ro m 1 10 10.65 / ( 0 1^i,. 06 9 63 ,9 100 i _ _ _ . ; 6i 6 1A 1 , 1 ' 11 10.23 100.1 1055 - - - - - - - - - % 19 \10 �' \1. .33 1116 ', o - 9. 10. 1 i i 1 2. N : i : i O 0 - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ DEMO POOL ,_ p 10 11. 1 21 pas Pool: n n 122) 10\ \� i 1190 g0.9 Og016 12.22 0\ LU -- 1 - - - 11 - - - - N- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 - - - - - - - - - - - - - - - 4 - - - - - - UJ - - - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - $� It 11 : 111 rn' 1113 0 \(\ Q1a\ 1110 \P . I I I m ` 0\1' p DEMO PARKING STRUCTURE6Ota 6 60�a a 1 - � 60 6 6 01 ,\zA 'i : \ 1`1.1 11 : : g i : i • 06 I m ` 11 Qta\P 16 : 1101 110 ; 11.83 i i 01 J 0 oy r 1 Q 6 11\1 0 11 1`LT3 12.2,9 110.1 12.31 Spa i 19 i \ 0' Obi 19 `/ m 10 . 1`i-`,L 12.231 1 1`i-a � t\ 11 6 �� �� til 11 1Q 9 122 DS a Ed r ti 11 �ti 1 t 1 11 1 4 12.26 18 0 1 119A 11.82 i 1 1 ` - - ' - - - - - - " -- ' 1�0 D -11 \- - - - - - - " - - 13- - - - - - - - - - - - - 5 ed �1• 5 1 - 1 \ - 5 1�Og ON 12.27 11 12.17 1 9 12:8 7 1�� ' 12. 110 0 2.z7 C, 1Lq : 1A 1L. 1y 116 W Drain 1\ 27 '0 9 13 9 12. \1 1 ' 1 - 96 _� 8.5 0 1 1 R5 6 1 9 1 1 11. 12.9 12. 25 11 12. 1 13.2' 1 12.0 11. 11. 0.g 101 10� 9 10.70 1 11.9 1 114. : .8 11 9 0 110 i 0 ;100.9 10 A6 �. 1 106 11 ` ! �. \l 0 Q Fa\09 19 1051 -8" I I I I I I 0 p0. A B C D E F G PROJECT TRUE NORTH NORTH B GENERAL DEMOLITION NOTES: 1. Site to be fenced at a height between 72 and 84 inches using a chain link overlaid on the exterior with an opaque vinyl fence. 2. Topographic survey to be stamped and signed by a licensed surveyor (or civil engineer with license number 33965 or lower), as required per the Planning Division. 3. All debris shall be wet at time of handling to prevent dust. 4. Sewer line shall be capped. 5. All basement fills shall be clean and uniform. 6. Streets and sidewalks are to remain clean and free of any obstructions. 7. Plans are to be stamped and signed by a licensed engineer or architect. If plans done by a contractor, then contractor to sign and indicate his or her license number (legibly). 8. Pedestrian canopy protection required if demolition is within 10 feet of public sidewalk. 9. Erosion control devices shall be available on-site between October 15 and May 15. 10. Between October 15 and May 15, erosion control measures shall be in place at the end of each working day whenever the five-day probability of rain exceeds 30 percent. During the remainder of the year, they shall be in place at the end of the working day, whenever the daily rainfall probability exceeds 50 percent. 11. Temporary desilting basins, when required, shall be installed and maintained for the duration of the project. 12. If the demolition is proposed within the Coastal Zone and involves three or more dwelling units in one structure, or eleven or more dwelling units located in two or more structures, please meet with a planner to ensure compliance with the requirements in Chapter 20.34 (Conversion or Demolition of Affordable Housing) of the Zoning Code. 13. If the demolition is proposed within the Coastal Zone and within the Categorical Exclusion Order (CEO) Area, a CEO notice shall be sent to the Coastal Commission by a planner. The CEO notice becomes effective after 25 business days, unless called up for review by the Coastal Commission. Once effective, a demolition permit can be issued. Please meet with a planner to determine if property is eligible and to start the CEO notification process. 14. If the demolition is proposed within the Coastal Zone and not within the Categorical Exclusion Area, a Coastal Development Permit (CDP) is required. Please meet with a planner to discuss the application requirements for a CDP. 15. Remove all existing landscape, planters, hardscape, wall, fences and existing concrete driveway where necessary per site plan. 16. Remove existing 7,199 sq.ft. single family residence. 17. Protect existing wet and dry utilities on the lot. Notify gas company to shut off gas to SCALE: property. 1/8" = 1'-01, 18. Protect in place existing seawall and keep existing gangway & dock. PLOT DATE: 04-01-2019 SHEET NUMBER: A103 DEMO PLAN .�1 hudgins design group, Inc. 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 info@hudginsdesign.com A B C D E F G I I I I I I 33 3 -o . IW I I - . . - . . - N - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - - - - - - - - - - - - - - - - - - . - - - - . - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - ��� _/` - - - - - - - - - - - - - - - - - _ _ - - - - - - - _ _ - _ _ - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ - _ _ - - - - - - - - - - - - - - - - - - - - - - - - i C 1J - -,- � �L I T a' `L Cfl L° Oj0 000 0 o I b 4 o ' 261 .07 �o t. -��`��'� - •• . , 2 „ E PLANTING 196 SF D U I � 1 - ® 4 Lo U o . v . -a -o• `�` --• WATER FEATURE 334 SF r— LU WATER w m PLANTING 841 SF _ I 484 SF a m - e - FEATURE 3 � o a: 4 = �` z - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ;- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4 do �. Uj o PLANTING 307 SF O m 3 % REFER TO CIVIL m Lo � - - / 1 � m — � 5 1� � - , ,-:i�i V�i-av V �, v . V-�`,�'� _ z N } • . . . . . PLANTING 67 SF PLANTING 40 SF N 19035'47” E 248.73' T CV TOTAL LANDSCAPE SF=1451 SF I I I I I I I A B C D E F G PROJECT TRUE NORTH NORTH 1 . CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS TO VERIFY EXISTING 14. PLANT MATERIAL, ( I.E. TREES, SHRUBS, VINES, ESPALIERS, AND GROUNDCOVERS) , MUST BE APPROVED BY TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LOCATIONS OF PROPERTY LINES, UNDERGROUND UTILITIES, PIPES, AND STRUCTURES. TAKE SOLE RESPONSIBILITY OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO INSTALLATION. PLANT MATERIAL INSTALLED WITHOUT OWNER'S LESS THAN 10 FEET WIDE. FOR COSTS INCURRED DUE TO DAMAGE OF THESE UTILITIES, PIPES, OR STRUCTURES IF PROPER VERIFICATION BY AUTHORIZED REPRESENTATIVE'S APPROVAL MAY BE SUBJECT TO REMOVAL AND REPLACEMENT WITH RELATED CONTRACTOR WAS NOT PERFORMED. COSTS BORNE BY CONTRACTOR. 75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT 2. DO NOT WILLFULLY PROCEED WITH PLANTING OPERATIONS WHEN IT IS OBVIOUS THAT UNKNOWN 15. FINAL LOCATIONS OF PLANT MATERIALS ARE SUBJECT TO APPROVAL OF THE OWNER'S AUTHORIZED FACTOR OF 0.3 OBSTRUCTIONS AND GRADE DIFFERENCES EXIST THAT MAY NOT HAVE BEEN KNOWN DURING THE DESIGN REPRESENTATIVE PRIOR TO INSTALLATION. PERFORM THE FOLLOWING BEFORE BEGINNING PLANTING PIT PROCESS. BRING SUCH CONDITIONS IMMEDIATELY TO THE ATTENTION OF THE OWNER'S AUTHORIZED EXCAVATION: SHRUBS, PLACE IN CONTAINERS ON-SITE IN "FINAL" LOCATIONS, TREES-STAKE OR FLAG CENTERPOINT COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SF TO A DEPTH OF SIX INCHES REPRESENTATIVE FOR RESOLUTION. ASSUME FULL RESPONSIBILITY FOR COSTS INCURRED AND REQUIRED OF TREE, CONTAINER POTS-LOCATE POTS PRIOR TO PLANTING. 3 INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURF AREAS) MODIFICATIONS DUE TO LACK OF PROVIDING SUCH NOTIFICATION. 16. CONSULT WITH SITE SUPERINTENDENT, APPROPRIATE AGENCIES, AND DRAWINGS TO 16. PROVIDE A AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVES 3. OBTAIN APPROVAL OF FINAL GRADE CERTIFICATION FROM OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO REPRESENTATIVE EXAMPLE OF A TYPICAL TREE STAKING AND GUYING ( IF ANY) INSTALLATION FOR OWNER'S BEGINNING PLANTING OPERATIONS THAT CERTIFIES THAT ROUGH GRADES ARE WITHIN 1110TH OF AN INCH FROM AUTHORIZED REPRESENTATIVE REVIEW BEFORE PERFORMING TREE STAKING AND GUYING ( IF ANY) OPERATIONS- HOLD ON FINAL FOR SUBMITTAL OF CERTIFICATION OF COMPLETION PACKAGE SPECIFIED GRADES. ENSURE THAT FINISH GRADE ELEVATIONS OF PLANTING AREAS ARE SET TO THE PROPER REFER TO PLANTING DETAILS. ELEVATIONS RELATIVE TO THE FINISH SURFACES OF PAVING, UTILITY COVERS, AND CURBS. 17. PRUNE NEWLY PLANTED TREES ONLY AS DIRECTED BY LANDSCAPE ARCHITECT. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLANCE OPTION TO THE MWELO 4. CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL PLANT QUANTITIES AND SQUARE FOOTAGES. 18. KEEP TURF 3CLEAR OF TREE TRUNKS UNLESS OTHERWISE SPECIFIED. 5. WHERE DIMENSIONS ARE CALLED 'EQ,' ALL REFERENCED ITEMS SHALL BE SPACED EQUALLY, MEASURED TO APPLY WOOD MULCH IN THIS AREA. THEIR CENTER LINES. OTHERWISE, DIMENSIONS TO CENTER LINES ARE INDICATED. 19. A MINIMUM 3' LAYER OF MULCH SHALL BE APPLIED TO ALL EXPOSED SOIL SURFACES OF PLANTING AREAS 6. PROVIDE MATCHING FORMS AND SIZES FOR ALL PLANT MATERIALS WITHIN EACH SPECIES AND SIZE EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE IS DESIGNATED ON THE DRAWINGS. CONTRAINDICATED. 7. ALIGN AND EQUALLY SPACE, IN ALL DIRECTIONS, ALL SHRUBS SO DESIGNATED PER THESE NOTES AND 20. DO NOT PLANT TREES CLOSER THAN 5 FEET TO FIXED EDGE SUCH AS SIDEWALKS AND WALLS, UNLESS SYMBOL BOTANICAL NAME COMMONNAME CONTAINER SIZE WULCOL WATER USE DRAWINGS. INDICATED OTHERWISE ON DRAWINGS. 8. TRIANGULAR SPACE GROUND COVERS AND SHRUBS, UNLESS INDICATED OTHERWISE ON DRAWINGS-REFER 21 . ENSURE THAT TURF AREAS ARE SEPARATED FROM GROUNDCOVERS AND SHRUB AREAS WITH SPECIFIED U RHAPHIOLEPIS UMBELLATA'MINOR' DWARF YEDDO HAWTHORN 15 GALLON LOW TO PLANTING DETAILS. EDGING- REFER TO DRAWINGS. 9. ALL SHRUBS AND GROUNDCOVERS SHALL BE GUARANTEED TO BE IN A HEALTHY AND FLOURISHING 22. THE CONTRACTOR SHALL COLLECT A MINIMUM OF FOUR SOIL SAMPLES FOR AGRICULTURAL SUITABLITY @ WESTRINGIA FRUTICOSA MORNING LIGHT COAST ROSEMARY 5GALLON LOW CONDITION FOR 90 DAYS AND ALL TREES SHALL BE GUARANTEED TO BE IN A HEAL THY AND FLOURISHING TESTING. TEST LOCATIONS TO BE REVIEWED WITH LANDSCAPE ARCHITECT. TESTING SHALL BE UNDERTAKEN BY CONDITION FOR 1 YEAR FROM THE DATE OF FINAL ACCEPTANCE PER THE SPECIFICATIONS. REFER TO GARN WALLACE, WALLACE LABS, EL SEGUNDO (310) 615-0116. THE CONTRACTOR SHALL FOLLOW ALL HESPERALOEPARVIFLORA REDYUCCA 15 GALLON MODERATE SPECIFICATIONS FOR ADDITIONAL INFORMATION. RECOMMENDATIONS FROM SOIL TESTING LABRATORY. 10. FURNISH COPIES OF ALL DELIVERY SLIPS OF SPECIFIED AMENDMENTS TO LANDSCAPE ARCHITECT UPON 23. FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM O MAGNOLIA'UTTLEGEM' LITTLE GEM MAGNOLIA 24"BOX MODERATE DELIVERY OF MATERIAL TO THE SITE. FOUR CUBIC YARDS PER 1 ,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF 6 11 . FURNISH PLANT MATERIAL FREE OF PESTS, POOR CONDITION, OR DISEASE, INCLUDING PRE-SELECTED OR INCHES INTO THE SOIL "TAGGED" PLANT MATERIAL PROVIDED BY OWNER'S AUTHORIZED REPRESENTATIVE. 24. RECIRCULATED WATER SHALL BE UTILIZED FOR ALL WATER FEATURES. LIGUSTRUM JAPONICA'TEXANUM' TEXAS PRIVET 15 GALLON MODERATE 12. FINISH GRADES OF ALL TURF AREAS SHALL BE 1" AND SHRUB AREAS SHALL BE 2" BELOW ADJACENT CURB, 25. INSTALL JUTE MESH FOR ALL PLANTS ON SLOPE AREAS. PAVEMENT, OR HEADER. MARGO LAVA PEBBLES LAVA PEBBLES NA SCALE: 13. TREES SHALL BEAR SAME RELATION TO FINISH GRADE AS AT PLACE OF GROWTH .. ENSURE THAT TOP OF As indicated TREE ROOTBALLS ARE SET 2" ABOVE FINISH GRADE AND SHRUB ROOTBALLS ARE SET 1" ABOVE FINISH GRADE. CARISSA MACROCARPA DWARF NATAL PLUM 1 GALLON @ 30"O.C. LOW PLOT DATE: 04-01-2019 FIELD GROWN ERYTHRINA CORALLOIDES NAKED CORAL TREE 24' HIGH X 16'WIDE LOW SHEET NUMBER: Al 04 LANDSCAPE PLAN S2 Area Schedule (Gross Building) Name Number Level Area hudgins design group, inc. A B C D E F G Garage 115 1 LEVEL B F.F 12765 SF 7 1107 south coast hwy 2765 SF laguna beach, ca, 92651 949.322.7922 Habitable 16 LEVEL B F.F 1033 SF info@hudginsdesign.com I I I I I Habitable 17 LEVEL B F.F 385 SF Habitable 18 LEVEL B F.F 343 SF y — Habitable 20 LEVEL B F.F 810 SF - - - - - " - Habitable 23 LEVEL B F.F 66 SF Habitable 24 LEVEL B F.F 83 SF Habitable 25 LEVEL B F.F 751 SF Habitable 126 LEVEL B F.F 108 SF � _:__ Habitable 27 LEVEL B F.F 1652 SF — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � � 1 5232 SF Mech. 19 LEVEL B F.F 343 SF o j j Mech. 21 LEVEL B F.F 154 SF Mech. 22 LEVEL B F.F 66 SF o 562 SF —_ � � ^ — ° 1 a/♦ `I"'�+ /,,/� �27/� �� �' LEVEL B F.F 8560 SF I Garage 128 1 LEVEL 1 F.F 1897 SF 97 SF Habitable 30 LEVEL 1 F.F 289 SF ;2 = � / _ /. /: ////// // //// //////////////,; - - - - - - - - - - — 2 O Habitable 31 LEVEL 1 F.F 109 SF l Uj — — — — _ i ` ° ��� � 2�3!�� � �"; ��", �� Habitable 32 LEVEL 1 F.F 20 SF i Habitable 33 LEVEL 1 F.F 37 SF • , � ;, ;,,,, ,,,, ;,, ,, �� � - - - - - -� - - % ' �- ,�� � i� �; {���`� - � Habitable 34 LEVEL 1 F.F 464 SF /%��� ' 4� � ` � /�� � ���,� � � � ��� � � � Habitable 36 LEVEL 1 F.F 170 SF � � �, � / „ , � � � Habitable 37 LEVEL 1 F.F 399 SF (0 � Habitable 38 LEVEL 1 F.F 844 SF Habitable 39 LEVEL 1 F.F 122 SF iiL � � , � � , � �_teHabitable 40 LEVEL 1 F.F 1080 SF v, ' � .,. ,� ,� c, �_ �: Habitable 41 LEVEL 1 F.F 599 SF ° -------- ;°, = U Habitable 42 LEVEL 1 F.F 1171 SF — Habitable 43 LEVEL 1 F.F 110 SF Q Habitable 44 LEVEL 1 F.F 78 SF Q W Habitable 145 LEVEL 1 F.F 193 SF m Habitable 151 1 LEVEL 1 F.F 154 SF 5638 SF Mech. 29 LEVEL 1 F.F 43 SF /� 0- I I I I I Mech. 35 LEVEL 1 F.F 42 SF v , Mech. 46 LEVEL 1 F.F 150 SF Lu Mech. 47 LEVEL 1 F.F 43 SF Uj Z A B C D E F G Mech. 48 LEVEL 1 F.F 57 SF Q LEVEL B F.F ❑ Mech. 50 LEVEL 1 F.F 36 SF 3/32" = 1'-0" 370 SF 1 m LEVEL 1 F.F 6905 SF Q Habitable 52 LEVEL 2 F.F 523 SF 0 Habitable 53 LEVEL 2 F.F 371 SF m J Habitable 54 LEVEL 2 F.F 1170 SF m Habitable 55 LEVEL 2 F.F 620 SF Habitable 56 LEVEL 2 F.F 82 SF Habitable 57 LEVEL 2 F.F 612 SF Q Habitable 58 LEVEL 2 F.F 683 SF W Habitable 59 LEVEL 2 F.F 1617 SF O Habitable 60 LEVEL 2 F.F 1159 SF 6SF N Mech. 61 LEVEL 2 F.F 711SF 71 SF LEVEL 2 F.F 6909 SF Habitable 62 LEVEL 3 F.F 373 SF Habitable 63 LEVEL 3 F.F 199 SF Habitable 64 LEVEL 3 F.F 383 SF Habitable 65 LEVEL 3 F.F 118 SF Habitable 66 LEVEL 3 F.F 122 SF A B C D E F G Habitable 70 LEVEL 3 F.F 52 SF 1246 SF Mech. 167 1 LEVEL 3 F.F 110 SF I I I I I 110 SF LEVEL 3 F.F 1356 SF 3 Grand total: 53 23729 SF UNtir — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - %4-5/' /� i — 1 67'- 1 1/2" 7/ -71 o � 688 SF� �� � • %% I� nri%.I - - -' : , , : , , : , , , , , iiiii iiiiii i- iii -. � ... .gii,- .9 � � /////. 1 3 - - - - - - — X X639 SF I� �l� i3// ; 29 �i34�/ / ,������/. / /// //// //i , , ,i . � � OPEN SPACE 688 SF ,� -� �, � LEVEL 1 TOTAL 2,093 SF 7/7 QOQQD QQOQ�� 5 Deck Garage Gross Building Area I I I I I Habitable Mech. A B C D E F G LEVEL 1 F.F [ 2] SCALE: 3/32" = 1'-0" 3/32" = 1'-0" PLOT DATE: 04-01-2019 SHEET NUMBER: A105 AREA DIAGRAM 33 Area Schedule (Gross Building) Name Number Level Area hudgins design group, inc. A B C D E F G Garage 115 1 LEVEL B F.F 12765 SF 7 1107 south coast hwy 2765 SF laguna beach, ca, 92651 949.322.7922 Habitable 16 LEVEL B F.F 1033 SF info@hudginsdesign.com I I I I I Habitable 17 LEVEL B F.F 385 SF Habitable 18 LEVEL B F.F 343 SF y Habitable 20 LEVEL B F.F 810 SF Habitable 23 LEVEL B F.F 66 SF IHabitable 24 LEVEL B F.F 83 SF - Habitable 25 LEVEL B F.F 751 SF �� - Habitable 26 LEVEL B F.F 108 SF ( 1 ) — - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 1 ) \ / \ / Habitable 27 LEVEL B F F 1652 SF � . , 5232 SF - Mech. 19 LEVEL B F.F 343 SF _ - I Mech. 21 LEVEL B F.F 154 SF Mech. 22 LEVEL B F.F 66 SF , , , , , , , , , , , , , , , , , „ , , , , , , , , , , , , , , , , , , , , , , , , , , , , , 562 SF LEVEL B F.F 8560 SF I Garage 128 1 LEVEL 1 F.F 1897 SF 897 SF Habitable 30 LEVEL 1 F.F 289 SF - - - - - - - - - - - - - - - - - - - - - Habitable 31 LEVEL F.F 109 SF 1 - - J - - - - - W ' Habitable 32 LEVEL 1 F.F 20 SF \ Habitable 33 LEVEL 1 F.F 37 SF 4 ' - - - - - - - - - • - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ” _ — 4 Habitable 34 LEVEL 1 F.F 464 SF j Habitable 36 LEVEL 1 F.F 170 SF � Habitable 37 LEVEL 1 F.F 399 SF Habitable 38 LEVEL 1 F.F 844 SF Habitable 39 LEVEL 1 F.F 122 SF Q Habitable 40 LEVEL 1 F.F 1080 SF Habitable 41 LEVEL F.F 599 SFLU ( 5 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —( 5 ) Habitable 42 LEVEL 1 F.F 1171 SF = - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � Habitable 43 LEVEL 1 F.F 110 SF Q Habitable 44 LEVEL 1 F.F 78 SF Q Lu Habitable 45 LEVEL 1 F.F 93 SF m Habitable 51 LEVEL 1 F.F 54 SF F— 5638 SF 0 Mech. 29 LEVEL 1 F.F 43 SF /� 0- I I I I I Mech. 35 LEVEL 1 F.F 42 SF v , Mech. 46 LEVEL 1 F.F 150 SF Lu Mech. 47 LEVEL 1 F.F 43 SF Uj Z A B C D E F G Mech. 48 LEVEL 1 F.F 57 SF Q LEVEL 3 F.F [ 2] Mech. 50 LEVEL 1 F.F 36 SF 3/32" = V-0" 370 SF —1 m LEVEL 1 F.F 6905 SF Q Habitable 52 LEVEL 2 F.F 523 SF 0 Habitable 53 LEVEL 2 F.F 371 SF m J Habitable 54 LEVEL 2 F.F 1170 SF m Habitable 55 LEVEL 2 F.F 620 SF Habitable 56 LEVEL 2 F.F 82 SF Habitable 57 LEVEL 2 F.F 612 SF Q Habitable 58 LEVEL 2 F.F 683 SF W Habitable 59 LEVEL 2 F.F 1617 SF O Habitable 60 LEVEL 2 F.F 1159 SF 6SF N Mech. 61 LEVEL 2 F.F 711SF 71 SF LEVEL 2 F.F 6909 SF Habitable 62 LEVEL 3 F.F 373 SF Habitable 63 LEVEL 3 F.F 199 SF Habitable 64 LEVEL 3 F.F 383 SF Habitable 65 LEVEL 3 F.F 118 SF Habitable 66 LEVEL 3 F.F 122 SF A B C D E F G Habitable 70 LEVEL 3 F.F 52 SF 1246 SF Mech. 167 1 LEVEL 3 F.F 110 SF I I I I I 110 SF LEVEL 3 F.F 1356 SF _ Grand total: 53 23729 SF 22'- 51/2" ' :, i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , y J - - - - - - - - - - - - 61'- 6" ow 'j VO a- /////////// [] -_ p / I — 2 OPEN SPACE 606 SF 60// OPEN SPACE 639 SF /, I OPEN SPACE 688 SF - - - — LEVEL 1 TOTAL 1933 SF ,/ /55/ ���. �' ;��52 � . �/�' �%�; , / ��/;� � OPEN SPACE 603 SF OPEN SPACE 606 SF LEVEL 2 TOTAL 1,209 SF TOTAL OPEN SPACE 3,142 SF � - - - - - - - - - - - - - - - -0 . . , . , , . , . . . . . , , . .. , , , , : . . . . . . : . , . , , . , , Deck ❑� Garage pA Gross Building Area I I I I I 9 Habitable Mech. A B C D E F G LEVEL 2 F.F SCALE: 3/32" = V-0" 3/32" = 1'-0" PLOT DATE: 04-01-2019 SHEET NUMBER: A106 AREA DIAGRAM 34 hudgins design group, inc. 1107 south coast hwy laguna beach, ca, 92651 949.322.7922 info@hudginsdesign.com A B C D E F G 8.3 10°' g3 3 - - - - - - - - - - - - 1O) 1 11 .34' ► w Lu OL �^h �o NI 1 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - oz (.0 �I z a tai L 2 w 00. 1 L 10.3 — — I CO p6 10 0 9 10 2 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - { - - - - - - - - - - - - - - - — - — 2 9Bs 3 11 . 19 LU 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -,- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - -, - - - - - - — 4 L Z 6 10 Q Q 11 .21 11 .92''z.9o$ck U m w 5 Q a_ 1 W O 9p0 116 10� 3 10.70 �9 A5 1 1�a 11.9 1J� 11.4 1.8 1ti 9 0 1`� ,�� 1p�; - - r 1 N). �o. �ti p �ti 1 N 00 g. 1p gyp. 1`Z I I I I I I I 0 p0. A B C D E F G 11 .34' + 11 .92' + 11 . 19' + 11 .21 ' = 45.66' 45.66' / 4 = 11 .42' SCALE: 1/8" = 1'-0" PLOT DATE: 04-01-2019 SHEET NUMBER: A107 PAD HEIGHT DIAGRAM S5 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U A B C D E F G 34 WATER HEATER-TANK,(PROVIDE ATER&GAS)VERIFY SIZE REQ'D. W/. MFGR. U ^ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 FILTRATION36 WATER 37 GAS FIREPLACE HEATNG O'MEZZO 60-ANSI Q LLI Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m _ COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR — 40 CAR TURNTABLE _ r n 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN v J _ DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z 65 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL UjQ — _ 43 ROOF RIDGE > - 44 ROOF CRICKET, BUILT-UP AS REQUIRED J 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m PER CPC TABLES 11-1 AND 11-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ------! \ 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED Q - I 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 58 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J 62 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q — 59 ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 57 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES — 53 52 O DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE OUTSQ z �� DUCT ILENGTH IS LIMITED T0UIPPED WITH A 4'WITBACK-DRAFT ELBOWS. SEE w — I I 1MEP SHEETS 'IT 53 CASEWORK O ® � 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" Ir- CV AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS u 4 A301 OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) ss 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR MATIC BLACKOUT SHADES Z — - - - - - - - - -- - - ,- - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — L 1 56 RECESSED ED CO RTANSH DE TRACK, MOTORIZED W/ / 36 �/ r^' REMOTE {� \ _ _ — — — — — / 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 31 58 SHOWER W/HOT MOPPEDW - - - - -- - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -40 60 BJP r — ADJ. F.F W/FLOOR TO CEILING TILE PER OWNERLO - - �� � - - - - - - - - - - - - - - �_ � - - - - - - - - - - - - - - - - - - - - - - - � � - - - - - - - - - - - - - - - - - -- - - - - - 59 STEAM UNIT BY OWNER \ ' 60 WINE STORAGE -- 54 I 61 FLOOR DRAIN 61 61 34 �P 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN 6, DWELLING WALL AND A GARAGE GARAGE CEILING TO 3 1 1 � - - I � , A 0 I _ _ BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ' ARE ABOVER302.6 SEC. SEPARATION TO EXTEND ( ) J I FROM FLOOR TO ROOF SHEATHING - O 7 - - >-< <> �, 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT \ - 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE \ L 1 1! \I I L 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING - - - - - - - - ������������������������������������� "' STATION - — — _ — _ _ — — — _ — — — — —_ _ _ — — - E — — — _ — T —\ / — — — — — _ — _ — — - R T :•� 65 EGRESSLADDER - - - - - - - - - - - ' - - - - - - - - - - - - - KEYNOTES - _ _ - _ _ _ _ _ _ _ _ _ i i s 66 SOAKING TUB ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY I 3 I I I I A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES A301 SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. A B C E F G 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ " REFER TO SHEET A221- A224 FOR 1/4" ENLARGED PLANS ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT P.L. SCALE: - - - - - - - - - - - - SETBACK PLOT DATE: PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 NORTH NORTH - - - - - - - - - - - - DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A201 REFERENCE PLAN - BASEMENT J "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U A B C D E F G 34 WATER HEATER-TANK,(PROVIDE ATER&GAS)VERIFY SIZE REQ'D. W/. MFGR. U ^ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 36 WATER N SYSTEM < ! ! 33 37 GAS FIREPLACE IOHEATNG O'MEZZO 60-ANSI Q w Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 3 40 CAR TURNTABLE 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 2 58 _ BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND - FROM FLOOR TO ROOF SHEATHING Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Uj 65 43 ROOF RIDGE j 30 I 44 ROOF CRICKET, BUILT-UP AS REQUIRED J 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m 26 ! I PER CPC TABLE 11-1 AND 11-2 — - - - - - - - - - - - - - - - - - - - - - - - - - - - -t - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q �J I 47 NOT USED 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m — — — — — I 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J 16 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q - 26v ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER m 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES vJ J I DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE a OUTSIDE, EQUIPPED WITH ABACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w �$ Ll OPEN TO I MEP SHEETS 'IT BELOW 28 1 53 CASEWORK O 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" - ! AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL CV 491 60 E 0 25 BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS 1 j I 4 A301 �s OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - { 2415 W/AUTOMATIC BLACKOUT SHADES 2 — - - - - - - - - - - - - - - - - - - - - - - - - - - ---------- ---------- - - - - - - - - - - - - - - - - - - - - - - - - - - -- - -- - - - - - - - - ���1��������1������������ 49 — 2 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ 3g 41 I REMOTE 3 — -Q I 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 54 14 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW 31 I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER I 428 59 STEAM UNIT BY OWNER ❑ ! �_ I 60 WINE STORAGE 6 54 61 FLOOR DRAIN I ! i 61 MINIMUM '/ "GYP BOARD IS REQUIRED BETWEEN A301 1 [{- ` ` ` — — — — — — - 53 - - DWELLING WALL AND A GARAGE, GARAGE CEILING TO 64 L J I BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ! - 52 58 -r —T — -1- —1 I ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 1 FROM FLOOR TO ROOF SHEATHING 21 53 ! I 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT ^ 21 ,, 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE v 61 O ` e 1 F. ! 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING d` 16 - — — — — — — -b _ �/ STATION 65 EGRESS LADDER 2 J 66 SOAKING TUB - - KEYNOTES ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 3 I I I A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES A301 SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. A B C E F G 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT SCALE: PL 1/8" = 1'-0" — — — — — — — — — — — — SETBACK PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 NORTH NORTH — — — — — — — — — — — — DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A202 REFERENCE PLAN - LEVEL 1 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN CQ 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N O 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U A B C D E F G 34 WATER HEATER-TANK,(PROVIDE ATER&GAS)VERIFY SIZE REQ'D. W/. MFGR. U ^ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 FILTRATION36 WATER 37 GAS FIREPLACE HEATNG O'MEZZO 60-ANSI Q W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 3 40 CAR TURNTABLE 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 2 58 - - - BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND – FROM FLOOR TO ROOF SHEATHING Uj Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q 43 ROOF RIDGE > 44 ROOF CRICKET, BUILT-UP AS REQUIRED J 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES PER CPC TABLES 11-1 AND 11-2 m 1 — — — — — — — — — — I — — 1 47 NOT USED O 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m — - I 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m _ 28 51 SINK I 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE a OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w OPEN TO O OPEN TO OPEN TO MEP SHEETS z BELOW BELOW BELOW 28 53 CASEWORK O 53 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N _ - AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL 53 BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS 4 A301 OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2 — — 2415 W/AUTOMATIC BLACKOUT SHADES - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - 49 - - Z 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ 3 28 REMOTE 37 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 54 54 UP �L`J 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER _ _ _ _ _ _ _ _ _ _ _ _ _ 59 STEAM UNIT BY OWNER 28 60 WINE STORAGE 53 53 53 53 54 53 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO A301 1 58 � � ss � 58 BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS 5a I ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 1 0 0 0 I FROM FLOOR TO ROOF SHEATHING 58 I 62 SECANT SHORING PILE ' 63 INSULATION PER T24 ENERGY REPORT 53 0 0 0 0O 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE / I 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING S8 El STATION - 7J 5 65 EGRESS LADDER 2 66 SOAKING TUB 49 , - - KEYNOTES ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 3 I I I I I A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES A301 SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. A B C E F G 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT SCALE: PL 1/8" = 1'-0" - - - - - - - - - - - - SETBACK PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 NORTH NORTH — — — — — — — — — — — — DEMO SHEET NUMBER: - - ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A203 REFERENCE PLAN - LEVEL 2 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN CQ 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N O 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U A B C D E F G 34 WATER HEATER-TANK,(PROVIDE ATER&GAS)VERIFY SIZE REQ'D. W/. MFGR. U ^ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 36 WATER FILTRATION SYSTEM Q Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m _ COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR 40 CAR TURNTABLE O 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 2 - I BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE SEC. R302.6 SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z --f 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q 43 ROOF RIDGE _ — I 44 ROOF CRICKET, BUILT-UP AS REQUIRED J PER CPC 1-2 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m — _ _- _- -_ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ - _ _ - _ _ - _ _ - _ - - - - - - - - - - - - - - - - - - - - — 46 DECK DRAIN WEOVERFLOW S 11-1 AND IAND CONCEALED PIPES O 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - — - - - — - - - - - - - -- — - - - - - — _ — - - I — 1 I 47 NOT USED — _ 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m _ 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q _ I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 51 SINK � - . 2 � � � _ — — I 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES 2 I DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE a _ OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. — - — — cD DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w I MEP SHEETS 28 53 CASEWORK z O LL���� 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" 8"/12" AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL N BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS A301 OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) as 2s 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 35 sa 2415 W/AUTOMATIC BLACKOUT SHADES l L ��— - - - - - - - - - - - - - - - - ', - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ; - - - - - - - - - - - - - — - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - — Z 1 I 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE \ \ 28 8"/12 57 INFRATECH DRY SAUNA, DESIGN PER OWNER UP 31 I I 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER - - - - - - - - - - - - - - - - - 59 STEAM UNIT BY OWNER \ L - - - - - - - I 60 WINE STORAGE as 28 F_ T —1 T_ T 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN A301 1 54 I I DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR OMS 53 2e I ARE ABOVE(SEC. R302.6)SEPARATION SLEEPING EXOTEND 1 \ 23 50 FROM FLOOR TO ROOF SHEATHING 55 \ N I 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT \ 3 OO —� I I 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE — — — — — — — — — — — — — — — — — — — — I STATION208/240V 40AMP, GROUNDED AC VEHICLE CHARGING 5 - - - --- - - - - - - - - -- - -- J - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 R 2 — STATION 65 EGRESSLADDE 66 SOAKING TUB - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - y - - - KEYNOTES ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 3 I I I I I A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES A301 SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. A B C E F G 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT SCALE: PL 1/8" = 1'-0" — — — — — — — — — — — — SETBACK PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 NORTH NORTH — — — — — — — — — — — — DEMO SHEET NUMBER: — — ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A204 REFERENCE PLAN - LEVEL 3 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL"-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E)CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N) SITE WALL- MAX 62" IN SYSB,42" IN RYSB 14 EXTERIOR STAIRS/STEPS - REF.CIVIL DRAWINGS 15 SITE GATE, MAX 6'-0"ABV. F.S 16 PLANTING/SOFTSCAPE - REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER (18" MAX) 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE+18" All 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL,800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL,800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL& SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) 25 POOL 26 SPA 27 POOL EQUIP.W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. r 29 HANDRAIL 36"ABV.ADJ. FF CO 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U A B C D E F G 34 WATER HEATER-TANK,(PROVIDE WATER&GAS)VERIFY SIZE REQ'D. W/. MFGR. W ^ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER = MFGR.(CMC 904. 1) 0 36 WATER FILTRATION SYSTEM Q Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI LLl Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE'BY IGU 39 CAR ELEVATOR O 40 CAR TURNTABLE A301 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN � DWELLING WALL AND A GARAGE, GARAGE CEILING TO 2 BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE (SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL UjQ — — — — I 43 ROOF RIDGE 44 ROOF CRICKET, BUILT-UP AS REQUIRED ` — — — — 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m PER CPC S 11-1 AND _ _ 46 DECK RAIN WEOVERFLOWIAND CONCEALED PIPES Q — I - - - - - - - - - - - - - - - - - - - I- - �� �J 47 NOT USED Q TPo I 48 EDGE OF WALL(ABV./BLW.AS OCCURS) m — — — I 49 EDGE OF ROOF/FLOOR (ABV./BLW. AS OCCURS) J STU I 50 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW \r 1 Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES � (n DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w 1 DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE MEP SHEETS cf 53 CASEWORK Z CD _ 3 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" r 3 N I AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL �P� RV PQM' I BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) a 49 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 0�9 �Cp�G 2415 W/AUTOMATIC BLACKOUT SHADES 2 — x� ��G. Q�' A� El - - - - - - - - - - - - - - - - - - - - - - - - - 2 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ \ �6� �Gb x�0, I { — REMOTE +35.17 I 57 INFRATECH DRY SAUNA, DESIGN PER OWNER - - - - - - - O x�OpO TN I 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW 33 4 wADJ. F.F W/FLOOR TO CEILING TILE PER OWNER RV as Qac � I 59 STEAM UNIT BY OWNER 60 WINE STORAGE UU 49 �( OSP I 61 FLOOR DRAIN O \ O ZC 61 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN w 45 1 \O DWELLING WALL AND A GARAGE, GARAGE CEILING TO A301 1 3 x��� IQ) TPO 28 I I BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS tLUARE ABOVE (SEC. R302.6) SEPARATION TO EXTEND 55 �,� O I FROM FLOOR TO ROOF SHEATHING LU 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT \ 3 a1��\� — I 64 PANELR FUTURE 00V 40AMPP,GROUNDED ACAND MIN. 1 CVEHICLE UIT OCHARGING o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —, — — — — — — — — —x��- — — — w STATION - - - - - - x - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 - - -� — 5 65 EGRESS LADDER vR 2 : 66 SOAKING TUB yF%tiT KEYNOTES 9�0 ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 3 I A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES A301 SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING SECOND STORY FOOTPRINT 5 1/2" FRAMING F__] HARDSCAPE 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER BUILDING FTT9 EARTH FOOTPRINT PROJECT TRUE NORTH NORTH - - - - - - - -ii� P.L. SCALE: * SETBACKS MEASURED TO FACE OF FINISH - - - - - - - - - - - - SETBACK 18 — 1 0 PLOT DATE: * ALL ROOF HEIGHTS TO BE CERTIFIED - _ _ _ _ _ _ _ _ _ - - RETAINING 04-01-2019 - - DEMO SHEET NUMBER: - - - - - - - - - - - - ABOVE/ BELOW LEGEND A205 REFERENCE PLAN - ROOF �o "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 1 A B 2 C 8 CENTERLINE OF RIGHT OF WAY A402 A402 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 44'-6" 48'-2" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" Ct 18' - 7" 20'-6" 5'-5" 28'- 10 1/2" 18' -0" l'- 3 1 " A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. I (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON A301 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. I (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 2 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) W (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) I I 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL I I 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN I I 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. Q 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER I I 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. W U (PROVIDE WATER&GAS) 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER = 1 I - - - - - C 1) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U • - - - - - - — 36 WATERFILTRATION SYSTEM Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI W— Q I I 62 - - Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m - COMBUSTION TYPE. - - 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 40 CAR TURNTABLE a- _ 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN I I - 11011101DWELLING WALL AND A GARAGE, GARAGE CEILING TO _ BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS - ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND Lu - FROM FLOOR TO ROOF SHEATHINGZ W I I - • - 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q - - 43 ROOF RIDGE > — _ 44 ROOF CRICKET, BUILT-UP AS REQUIRED J I I - 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES 1 I PER CPC TABLES 11-1 AND 11-2 m 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED Q 2 - o 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J _ I 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES A401 - - - - DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q ® OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. I,Lu��JII LOUNGE' DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w _ - 0 001 m 103 MEP SHEETS 53 CASEWORK z O TN 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" L a AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL / N MECHANICAL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 102 I 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 56 5 W/AUTOMATIC BLACKOUT SHADES MOTORIZED W/ - - - - - - - - - - - - - - - - — CURTAIN/SHADE OT 241 38 REMOTE K M - - - - - - - - - ( - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - -GARAGE- - - 2 2 101 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 2 9 2 8 � 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER ` -— — — — — — — — — — — — — — — — — — -P o 4 59 STEAM UNIT BY OWNER 60 WINE STORAGE N 61 FLOOR DRAIN O 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN GE NG TO - - - - -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — BE5/8" NGWALLANDTABLEOE, GARAINGRO MS 4 — - - - - - - ` - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - -- �- - - - - - - - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - -- - - - - -� - - -- - - - - - - - '- 4 BE5/8"TYPEXIFHABITABLE OR SLEEPING ROOMS ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING 2 60 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT GARAGE NOTES: NEW ONE AND TWO FAMILY D� 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE s9 s1 O 1. NEW ONE AND TWO FAMILY DWELLINGS AND TOWNHOUSES WITH 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING ATTACHED PRIVATE GARAGES SHALL INSTALL A LISTED NOMINAL 1 INCH STATION INSIDE DIAMETER RACEWAY TO ACCOMMODATE A DEDICATED 208/240 65 EGRESS LADDER << — — — — — — — — — — — — _ VOLT BRANCH CIRCUIT.(4.106.4.1) � / 66 SOAKING TUB r� A. THE RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR — — –0 SUBPANEL AND TERMINATE INTO A LISTED CABINET,BOX,OR D� I N ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION � i0 OF AN EV CHARGER. D� I KEYNOTES B. THE SERVICE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY � WINE ROOM I O O TO INSTALL A MINIMUM 40 AMPERE DEDICATED BRANCH CIRCUIT C=D- 104 I m7:: AND SPACE RESERVED FOR INSTALLATION OF A BRANCH � CIRCUIT OVERCURRENT PROTECTIVE DEVICE. ADDITIONAL NOTES: C. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL > IDENTIFY THE OVERCURRENT PROTECTIVE DEVICES SPACE C=D- 1. EACH APPLIANCE PROVIDED AND INSTALLED RESERVED FOR FUTURE EV CHARGING AS"EV CAPABLE." DE__- D. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY; \ SHALL MEET ENERGY STAR IF AN ENERGY STAR AND VISIBLY MARKED AS"EV CAPABLE" � _=D DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. GARAGE SHALL BE SEPARATED BY NO LESS THAN 5/8 INCH TYPE X cc_.,- 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, GYPSUM BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING. DE-D- NOT FUNCTIONING AS A COMPONENT OF A WHOLE PROVIDE MINIMUM 1/2 INCH GYPSUM BOARD ON THE GARAGE SIDE 0 � ELSEWHERE.TABLE R302.6 HOUSE VENTILATION SYSTEM, MUST CONTROLLED BY C=_ � A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES � Q SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, 1p HHNHJHH � 6 � H � HHHHNHJHN6b � 6 � JHHHHHN FORM GRN 16. TOH 2)SHALL BE PROVIDED A MIN. 6 4 HABITABLE RO POWDER ROOM 2, BA FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 0 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, v POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY T - 50%. CONSTRUCTION. 62 NOTES I ' 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ' I ; 18'-9 1/2" 20' -0" 51'-0 1/2" ® 7 1/4" FRAMING SOFTSCAPE 89' - 10 1/2" 20'- 11 1/2" rt CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT 3 - - P SCALE: 11-01, A301 _ — _ _ — _ — — — — — — SETBACK PLOT DATE: PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 A402 '4 B Aoz C NORTH NORTH - - - - - - - - - - - - DEMO SHEET NUMBER: - - - ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH F BELOW LEGEND A221 FLOOR PLAN - BASEMENT - PART A 41 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. '•OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT C 1 D 2 E F 1 G 8 CENTERLINE OF RIGHT OF WAY A403 A403 A404 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN I I 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 28' -4" 53'- 1 1/2" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" '- 9 1/ 16'- 11 1/2" 7'-6" 26'- 10 1/2" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION • 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. • (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. • (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY • • ' v _ �{ 3 ) OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON iQ - - 23 PROPOSED GAS METER LOCATION - 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) W (E)WATER METER LOCATION (REF CIVIL&SURVEY - N DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL V • 28 GUARDRAIL- MIN 42"ABV.ADJ FF. V A 29 HANDRAIL 36"ABV.ADJ. FF Cfl — - 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN N � - 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE z O 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. • � Q � - 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER • 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. U (PROVIDE WATER&GAS) Uj • SAUNA SHOWER STEAM o 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER POWDER 112 113 114 MFGR.(CMC 904. 1) (� 36 WATER FILTRATION SYSTEM Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSIQ w Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m 127 130 128 129 COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O P - 58 4 O 40 CAR TURNTABLE 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO o BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS 3 o o O O o 0 0 0 Uj 0�0 0 0 FROM FLOOR TO ROOFS SHEATARE ABOVE(SEC. R302.6) HING ON TO EXTEND z �o o� LLI ° 4 p p p ��o°� � o 00 0 57 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL 43 ROOF RIDGE O O Oo ooO�gQO�O o o� 4 4A �O ss 44 ROOF CRICKET, BUILT-UPAS REQUIRED J oO 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m 0� ° 0 WELNESS PER CPC TABLES 11-1 AND 11-2 0� SPA 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 0 o O o 0 O �O 4 4 O o 0 47 NOT USED Q o 0� 115 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m p 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J N 002 0 0 4 D0 40 0 000 �Qo4 TN o 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \r 1 Q 0 o v N ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER m 1 51 SINK O 0 o S4 o O o X000 GYM 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES co 0 0� 110 A401 DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q o O 0 0 O OUTSIDE, EQUIPPED WITH A BACK-DAFT DAMPER. w LOUNGE' 0 Q p DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE 103 0 MEP SHEETS 'IT Oo 53 CASEWORKz O TN Q OQo 0 Q 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" 1s pO Do�o�O ��O� AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL N BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS O OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) TN 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 003 — B 197 2415 W/AUTOMATIC RECESSED CURTAIN/NHAD CURTAIN/SHADE MOTORIZED W/ - REMOTE 57INFATECH DR SAUNA, DESIGN PER OWNER CANDY 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER g CAR cAR cAR cAR 59 STEAM UNIT BY OWNER CONCESSIONS 37 \ 60 WINE STORAGE 61 FLOOR DRAIN 7 O O 7 O UP 31 I 61 MINDWELLING WALL AND A GARAGE,REQUIREDBOARD IS BETWEEN CEIL NG TO 4 — — — — -- - -- - - - - - - - - - - - - - - - - - - - - - - - - - - CIRCULATION - - - - - - - - - - - - - - - - - - -CIRCULATION — 133 I ARE ABOVE(SEC. R302.6)SEPAATION TO EXTEND v 107 r O O O I FROM FLOOR TO ROOF SHEATHING II 2 62 SECANT SHORING PILE ELEVATOR 214 ID A401 63 INSULATION PER T24 ENERGY REPORT 00000 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 54 106 000° I I 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING +6" 3z ° I POWDE O O O I STATION � 117 HOME I a 65 EGRESS LADDER \ CIRCULATION UP 1 I THEATER 66 SOAKING TUB _ O I ® 118 I c� 131 TN � — — — — ` ' MEC ANICAL ® GAME 900M I O O O -2'-4" i KEYNOTES ELEVATOR EQ.11 1 ° ADDITIONAL NOTES: O / / 1 - ' \; - ' 11. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR \ S.E 1,2 ;1 I S.E 3,4 1 DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. ♦�.O I I I 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, \TANK _ `` < O O O NOT FUNCTIONING AS A COMPONENT OF A WHOLE - - _ - _ —I — HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY / 11 \Y BT MECHANICAL \ A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. SOFT. 1 129"i 119 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES /- IS L T F2i�EATERERi `HEATERE� SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN FILTE t ' 13 tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, 34 FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, — - A v v \ — POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ o ARTIFICIAL LIGHTING (R303.1). v Y Y 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, :� x x I POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY Ll= N VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY . . . . . . . 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE 19' - 2" ll'-2" 1' 1 1 2" 30'- 10 1/2" 6' - 10" 34' - 0" CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT I IPL SCALE: - - - - - - - - - - - - SETBACK PLOT DATE: PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 C A403 A403 E F A4o4 G NORTH NORTH - - - - - DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A222 FLOOR PLAN - BASEMENT - PART B 4_2 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 1 4 B 2 C 8 CENTERLINE OF RIGHT OF WAY A402 A402 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 75'-5" 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 27'-2 1/2" 2'-5" 18'-3" 27'-0 1/2" ' -4" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" 3'-5" 21'-0" 2'-9 1/2" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON A301 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 2 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) ' (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) Uj 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL U 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE WATER&GAS) - Uj �\ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , - - - - - - - - - - - - i I 36 WATER FILTRATION SYSTEM a 37 GAS FIREPLACE 'HEATNGLO'MEZZO 60-ANSI Q W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. — - 3 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 40 CAR TURNTABLE 0 1e 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w - ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z Uj 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL I 43 ROOF RIDGE j 44 ROOF CRICKET, BUILT-UP AS REQUIRED J • I 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m 1 I PER CPC TABLES 11-1 AND 11-2 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES O I 47 NOT USED 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m t& 103 I 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J — ` 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q — 17 ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 51 SINK - ' I 16 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) - DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE I MEP SHEETS 4953 CASEWORK O I 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" E I AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL / N BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) - - - - _ - - - - _ - I 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR I , - -- -- - - - - ---------------- 7_7 J 2415 W/A UTOMATIC BLACKOUT SHADES d __ — 56 RECESSED CURTAIN/SHADE TRACK, MOT ORIZED W/ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - REMOTE 102 57 INFRATECH DRY SAUNA, DESIGN PER OWNER I 39 101 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW (V ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER h o 59 STEAM UNIT BY OWNER m 60 WINE STORAGE 17O o 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWEL WALL AND A GARAGE, GE CEILING NG 4 ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - -- - - - - - - - - -`- - - `- - - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — 4 , BE5/8LIT PEXIFHABIT BLE ORSLEEPNGROOMSTO ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING _ 144 MECH 62 SECANT SHORING PILE +10'- 10" 202 149 63 INSULATION PER T24 ENERGY REPORT ❑5o 177 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 2 2 2 3 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION D — 65 EGRESS LADDER O LAUNDRY 83 BATH -� STORAGE 66 SOAKING TUB GARAGE _ _ KEYNOTES o 201 - 52 MAID 58 I O - - - - QUARTERS nEO C07z7 ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, - _ - NOT FUNCTIONING AS A COMPONENT OF A WHOLE � - - I O HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 21 A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 51 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN I 16 (D 0 0 d` Lu-bit � tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, \ L - - - _ FORM GRN 16. I A \ Q K 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, A : - - POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ a 2 20 5. HABIIAL LIGHTING (R303.1). TABLE ABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT I I ® 5 1/2" FRAMING HARDSCAPE 6'-81/2" 3'-0" 29'-7" 8'-51/2" 16-51/2" 5'-6" 5'-81/2" 14'- 1" 71/4" FRAMING SOFTSCAPE 54'- 1 1/2" 35'-4 1/2" 5'- 10" CONCRETE WALL WATER BUILDING © EARTH FOOTPRINT 3 - - P.L. SCALE: 11-01, A301 _ - - - - - - - - - - - SETBACK PLOT DATE: PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 A402 4 B A402 C NORTH NORTH - - - DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH r BELOW LEGEND A223 FLOOR PLAN - LEVEL 1 - PART A "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT C 1 D 2 E F 1 �' 8 CENTERLINE OF RIGHT OF WAY A403 A403 A404 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 22'-5 1/2" 16 -2 1/2" 4'-5" 2' - 0"0" 5'- 23'-6" 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 1' -5 22'-5 1/2" l'-3 1/ 14'-5" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 3 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON — 23 PROPOSED GAS METER LOCATION 58 - - - - 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY �-� DWGS) W I (E)WATER METER LOCATION (REF CIVIL&SURVEY 223 !I DWGS) 25 POOL 26 SPA V 222 _ � ;I 27 POOL EQUIP. W/SURROUNDING SCREEN WALL ' 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 6 I 29 HANDRAIL 36"ABV.ADJ. FF O IyIECHANICA4 - - 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN CQ 28 217 ' 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE 30 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. EXT. v r - - - - - I 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER Q SHOWER 34 WATER HEATER-TANK.............. ................. En L ,VERIFY SIZE REQ'D. W/. MFGR. U 216 I (PROVIDE WATER&GAS) W 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER — - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -202 - - - - - - - -PO2 DER - -22 - - - - - - - —N - - - - - - - - - - - - - - - - - - - - - - - - - Ul- - - - - - - - --- — ! 1 36 WATER FILTRATION SYSTEM I < �� 37 GAS FIREPLACE 'HEATNGLO'MEZZO 60 ANS FIREPLACE-MONTIGO GAS APPLIANCE,DIRECT Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m VENT W/SEALED COMBUSTION,FIXED 38 FIRE RATED GLASS'FIRELITE' BY IGU Lij COMBUSTION TYPE. - 37 TEMPERED GLASS FRONT-MODEL#C-VIEW- - R820-ST-N(I,F),CERTIFICATE#1455422 39 CAR ELEVATOR 0 4 0004 0 _ 40 CAR TURNTABLE 0 4 O N 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN 4 4 0 4 I DWELLING WALL AND A GARAGE, GARAGE CEILING TO 0 0 BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ARE ABOVE(SEC. R SEPARATION TO EXTEND Lijz FROM FLOOR TO ROOFOF SHEATHING W Z ! 49 X00 00 0� 0 4 4 4 0 4O0 J4 I 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q 43 ROOF RIDGE 44 ROOF CRICKET, BUILT-UPAS REQUIRED J o oOo��00%A 4 �0 I 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m ! I 004 00 4 X44 0� 4 00 L J PER CPC TABLES 11-1 AND 11-2 I 0O 000 4 0 o Oo 0 400 r — — — — — — — — — — I 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 4 � o O000 I O � Q � 47 NOT USED O I O 00 4 0 4 4 O 444 oO0 LOUNGE i I ENTRY 104 O 0 4o O 00 0���0��� 000 �� 0 O F 213 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 0 j 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J LOUNGE 0 0 4 0 0 0 0 Do Q O 00 ! I 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \r 1 Q 208 �0 0 0 X004 O 4 4 0 0� q� q 28 BAR o) ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m o 0 00p0 �� o Ovv 0�0U 212 0 I I 1 51 SINK ! I o 0 4 0 00 0 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES (n I 0 0 o �0 I A401 DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q I 4 0 0 0 �� 0 i I OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. 0 0 4 0 00 4 0 DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w I I 0� o O 04 o poo I MEP SHEETS 4 440 4 0o 53 CASEWORK0 O 60 ! 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL CV I 4 4 OD i BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS I I O OPEN TO I I OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) BELOW - i 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 105 jj�� Il ��33 IlIl ��33 IlIl ��33 G i 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ 2 — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- -- - - - - - - - - -- - - - - - I- 2 REMOTE i 1 i I 57 INFRATECH DRY SAUNA, DESIGN PER OWNER I I 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW I I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 60 WINE STORAGE CIRCULATION j 61 FLOOR DRAIN 207 II 31 i I 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO �\ 1 4 - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - - -- - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I 4 ) BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS - - - - - - - - - - -i — � i ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 2s FROM FLOOR TO ROOF SHEATHING Ij V 2 62 SECANT SHORING PILE 216 0 KITCHEN DINING A401 63 INSULATION PER T24 ENERGY REPORT 5a ELEVATOR v 152 211 214 I 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 218 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING DN UP ' N STATION Ell I I 65 EGRESS LADDER i I 66 SOAKING TUB - - - - - - - - - - - - - - - -J KEYNOTES 147 O PREP _ r - -I- - T - -I- - T - - - - -1 �y KITCHEN I 210 I ADDITIONAL NOTES: / — — 1. EACH APPLIANCE PROVIDED AND INSTALLED v SHALL MEET ENERGY STAR IF AN ENERGY STAR POWDER MECH. 51 I DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY EXHAUST FANS, NOT FUNCTIONINGINSTALLED BATHROOM AS A COMPONEENOF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN F tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, J `. H A `. RN 16. i 40RM HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, - - - - - - - - - - — POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ , ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS(MEDIA ROOM, LAUNDRY, 7 POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE 16'-01/2" T - 11/2" 6'- 51/2" 48' - 6" 3' -0" 25 - 6" CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT - - P SCALE: 1 - - - - - - - - - - - - SETBACK - 2 1 PLOT DATE: A403 A4o4 PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 C A403 D E F G NORTH NORTH - - - - - - - - - - - - DEMO SHEET NUMBER: ABOVE * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A224 FLOOR PLAN - LEVEL 1 - PART B 4-4 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 1 A B 2 C 8 CENTERLINE OF RIGHT OF WAY A402 A402 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 46'- 1 1/2" 2'- 5" 45-91/2" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 16'-6" 13'-6" 6-6" 6'-7 1/2" 6.1 11' -9 1/2" 11'-9 1/2" 11'-9 1/2" 11'-9 1/2" V - 1011 18'-8" 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON A301 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 2 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) ' (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) Uj 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL U 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE WATER&GAS) - Uj 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — — 1 ) 36 WATER FILTRATION SYSTEM 37 GAS FIREPLACE 'HEATNGLO'MEZZO 60 ANSI w Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS TIRELITE' BY IGU - — 39 CAR ELEVATOR O 40 CAR TURNTABLE • � 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO - - BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND LL) FROM FLOOR TO ROOF SHEATHING Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Uj - - 43 ROOF RIDGE j 44 ROOF CRICKET, BUILT-UP AS REQUIRED J - 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES 1 - - PER CPC TABLES 11-1 AND 11-2 m - - 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q • � - 47 NOT USED Q - 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m - ' 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J _ - 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m 51 SINK - OPEN TO 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES W DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE • - _ _ BELOW OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. W DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE — - _ MEP SHEETS 53 CASEWORK O — 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 28 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2415 W AUTOMATIC BLACKOUT SHADES 202 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ — — 2 J REMOTE 203 204 205 206 207 �/ 57 INFRATECH DRY SAUNA, DESIGN PER OWNER v 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW OFFICE ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 301 0 59 STEAM UNIT BY OWNER 193 60 WINE STORAGE Lo 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWEL WALL AND A GARAGE, GE CEILING NG — - - - - - - 201 \ - - - - - - - - - - - - - - - - - - - - - - - - - - - — 4 ) BE5/8LIT PEXIFHABIT BLE ORSLEEPNGROOMSTO �/ G/ ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND CLOSET 175 209 CLOSET MECH. FROM FLOOR TO ROOF SHEATHING 2 302 210 211 307 326LINEN 62 SECANT SHORING PILE A401 53 53 309 - v 63 INSULATION PER T24 ENERGY REPORT io 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 4'-3 1/2" 5-0 1/2" 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING N STATION N 65 EGRESS LADDER io 66 SOAKING TUB N I 5a BEDROOM KEYNOTES b CA � 311 GUEST BED ^ GUEST BED 304 306 ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED CLOSET o SHALL MEET ENERGY STAR IF AN ENERGY STAR 310 BATH h DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. BATH 314 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, 303 308 NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 5308 A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN 220 _ Oj tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, 173 ❑ 66 70 FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, - - - - - - - - - - - - - - - - - - - -_ — � POWDER ROOM 2, BATH2)SHALLBEPROVIDEDAMIN. 6 224 222 221 9 218 217 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ 2 ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, 223 POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT 2' -0" 1T-0" 6'- 101/2" 16'-61/2" 16'-0" 12'- 101/2" T-5" 6'-8" 19'-21/2" 10'-31/2" ® 51/2" FRAMING HARDSCAPE 71'-21/2" T-5" 36-2" ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER 114'- 10" - BUILDING © EARTH FOOTPRINT 3 - - P SCALE: 11-01, A301 _ - - _ - _ - - - - - - SETBACK PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 A402 '�' B Aoz C NORTH NORTH — — — — — — — — — — — — DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH r BELOW LEGEND A225 FLOOR PLAN - LEVEL 2 - PART A -� s "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL"-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'1 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT C 1 D 2 E F 1 C' 8 CENTERLINE OF RIGHT OF WAY A403 A403 A404 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6'1 ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 22'-5 1/2" 54'- 1 1/2" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 18'- 8" 6'-6" 1' - 5" 19'- 10" 2'-9 1/2" 5'-0" 61 - 10" 91- 101, 4' -8 1/2" 5'- 11/2" 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 3 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 58 - - - - " 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) W (E)WATER METER LOCATION (REF CIVIL&SURVEY I DWGS) 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. `v I 29 HANDRAIL 36"ABV.ADJ. FF - 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN N ,211 I 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUECl 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. zQ 187 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. FD I (PROVIDE WATER&GAS) W O 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER 77 36 WATER FILTRATION SYSTEM < 0�I I 37 GAS FIREPLACE 'HEATNGLO'MEZZO 60 ANSI Lij Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m cO COMBUSTION TYPE. MASTER m I 38 FIRE RATED GLASS'FIRELITE' BY IGU BATH 39 CAR ELEVATOR 323 40 CAR TURNTABLE 0 0 4 4 Oo04 0 0� 0 STN 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN "I Ao I DWELLING WALL AND A GARAGE, GARAGE CEILING TO 3 0 BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w 0 O o o O 0 Ooo I ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 4 O FROM FLOOR TO ROOF SHEATHING W Z P8 o Q O�p� 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL 0% N % 43 ROOF RIDGE 6 44 ROOF CRICKET, BUILT-UPAS REQUIRED O 4 0 MASTER I 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES J O�4 O 4 Q��/ o� �4 0 CLOSETI 188 \ PER CPC TABLES 11-1 AND 11-2 m QO o o� o o O 0 40 322 I 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 00 O O � 0 4� O o � f 47 NOT USED O o � � p � 000�Doo 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m o poO 2,1��OO� o O o� O 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J o 4 O o o Oo D�o Q 53 I 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW 1114 1 Q 209 �o O O 00�04 29 51 SINK F.F W/FLOOR TO CEILING TILE PER OWNER v m 0 o O 1 O0 O o 0l � �0 O I 1 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) o TN A401 DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE MASTER I OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. Q o 0 0 0 o � � LOUNGE DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE w O 40� o o 0 324 MEP SHEETS 'IT 53 I 53 CASEWORK O 4 4711 Q o Q Q 37 FIREPLACE-MONTIGO GAS APPLIANCE, DIRECT 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" VENT W/SEALED COMBUSTION, FIXED 49- N o ��Qp4 Q� ❑ I AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL TEMPERED GLASS FRONT-MODEL#5422 BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS 4,J\,,I\ R820-ST-N(I,F),CERTIFICATE#1455422 OPEN TO � � v OPEN TO I OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) BELOW BELOW v 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR O 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED D CURTAIN/SHADE TRACK MOTORIZED W/ REMOTE- 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 26 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW +21'-6" +23'-0" I I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER o /EQ EQ59 STEAM UNIT BY OWNER UP CIRC3 6TION 37I n 60 WINE STORAGE �n 1 LO 61 FLOOR DRAIN 54 7N 2 M 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWEL- - Cl 8 \ - - 4 ' BE 5/8LITYPE X IF HABITABLE OR SLENG WALL AND A GARAGE, EP GE CEILING TO NG ROOMS �J ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 2s FROM FLOOR TO ROOF SHEATHING 2 62 SECANT SHORING PILE A401 63 INSULATION PER T24 ENERGY REPORT 54 ELEVATOR 217 53 I 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 315 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING MASTER 159 I STATION DN 65 EGRESSLADDER n BEDROOM U P 1 325 )I 161 MASTER MASTER BEDROOM I 66 SOAKING TUB R CLOSET 2 BATH 2 TN KEYNOTES MECH.; Q 317 ADDITIONAL NOTES: / 5a 189 190 I 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR ` 58 I DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, v NOT FUNCTIONING AS A COMPONENT OF A WHOLE OPEN TON I HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY BELOW I =00 ,212 = A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. BATH `O 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES 3FLOW RATES IN 18 220 ° I o tABLE 4.03.2/ABLSHALL COMPLYIE 9.403.2 S A THEIHOWN ON SHEET GRN, 216 FORM GRN 16. N 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, - - - - - - - - - - - - - - - - - — POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 217 215 2 4 ; 213 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED(R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE 15'-7" 3'- 11/2" 6'-71/2" 3'-0" 2'-31/2" 5'-21/2" 3' -0" 5'- 101/2" 15'-4" 4'-8" T-0" 3'- 111/2" 5'- 0" 26'- 6" ® 71/4" FRAMING SOFTSCAPE CONCRETE WALL WATER 52' - 11 1/2" 3l' - 6" BUILDING © EARTH FOOTPRINT - - P SCALE: 1 - — — — — — — — — — — - SETBACK - 2 1 PLOT DATE: A403 A4o4 PROJECT TRUE - - - - - - - - - - - - RETAINING WALL 04-01-2019 C A403 D E F G NORTH NORTH - - - - - - - - - - - - DEMO SHEET NUMBER: ABOVE * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A226 FLOOR PLAN - LEVEL 2 - PART B "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. '•SCHEDULE"SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT 8 CENTERLINE OF RIGHT OF WAY 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 1 A B 2 C 11 (E)SITE WALL TO REMAIN A402 A402 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 22'-4 1/2" 30'-9 1/2" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" 8'- 11 1/2" 22'-4 1/2" 30'-9 1/2" 22'- 10 1/2" A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON A301 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 2 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) Uj 25 POOL 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE WATER&GAS) Uj 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 ( 1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — —� 1 ) 36 WATER FILTRATION SYSTEM Q Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 40 CAR TURNTABLE 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z Uj 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q 2 — — — — — — — 43 ROOF RIDGE > — — — — — _ — 44 ROOF CRICKET, BUILT-UPAS REQUIRED J 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m PER CPC TABLES 11-1 AND 11-2 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q _ 47 NOT USED O — 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m _ 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) ` J — — — 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ ) Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER v m — — 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) A401 DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE a OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w MEPSHEETS LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE _ — — 53 CASEWORK O 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS — — OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 28 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ 1 L — - - - - - - - - \- - - - - - - - - - - - - - - - - - - - - - - - - L I REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER `\ \ 58 SHOWER W/HOT MOPPED ALOW . F F W/FLOOR TO CEILING TALE PER OWNER ADJ w \ 59 STEAM UNIT BY OWNER io \ 28 60 WINE STORAGE 61 FLOOR 61 MINIMUM R/I "GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO — - - - - - - - - - - - - - - - - - - - - - - - - - - \- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — -- - - - - - - - - - - - - - - - - - - - - - - - BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS V ` � ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING 2 \ 62 SECANT SHORING PILE A401 U 63 INSULATION PER T24 ENERGY REPORT \ PENTHOUSE 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 181 SUITE 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION 49 \ 401 \ 182Ell 180 65 EGRESS LADDER 3 \ CD 66 SOAKING TUB 1 \\ ❑ OW DER LOUNGE i KEYNOTES \ 28 BATH zo 406 \ ADDITIONAL NOTES: 35 \ 55 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. \ MECH 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, \ 405 L _ •• ®� NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES IL SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN — — — — — — — — — — — — — tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. 301 302 303 �\ 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, — — - - - - - - ' - - - - - - - - - b ) POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ 2 ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE 15 -0" T-0" 9'-31/2" 4'-5" 21'-6" 22' -4" a CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT P.L. SCALE: SETBACK 1/4" = 1'-0" A4O2 o A4O2 PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 NORTH NORTH — — — DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A227 FLOOR PLAN - LEVEL 3 - PART A "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E) CURB/EDGE OF PAVEMENT C 1 D 2 E F 1 G 8 CENTERLINE OF RIGHT OF WAY A403 A403 A404 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 15 SITE GATE, MAX 6-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 14' -4" 48' -4" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" A.F.F 10' - 11 1/2" T-6 1/2" 6'- 9 112" 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION _ 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY • OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON � PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. � (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY _ OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON — 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) W � (E)WATER METER LOCATION (REF CIVIL&SURVEY - I DWGS) • 25 POOL I 26 SPA 27 POOL EQUIP. W/SURROUNDING SCREEN WALL — _ 28 GUARDRAIL- MIN 42"ABV.ADJ FF. 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN - � N 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER Q _ U 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. • – - _ _ _ _ _ I I (PROVIDE WATER&GAS) w _ - 35 M GR.(CMCID PROVIDE S/ E C LE VENTING PER a _ _ I - � 'i ' 36 WATER FILTRATION SYSTEM • _ _ I �/ 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI Q LL I Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR I O 40 CAR TURNTABLE 0 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN CL DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w I ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING Z I I 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL UjQ 43 ROOF RIDGE > 44 ROOF CRICKET, BUILT-UP AS REQUIRED J I 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES 2 PER CPC TABLES 11-1 AND 11-2 m I 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q TL- 47 NOT USED Q I 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J 50 SHOWER W/HOT MOPPED LOW . F F W/FLOOR TO CEILING TALE PER OWNER ADJ `U m I I 51 SINK 1 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) A401 DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE 28 I ❑3 I OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w / DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE MEP SHEETS 'IT 53 CASEWORK z O / 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" o AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL N 29 56'-8" BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS b OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 56 RECESSED 2415 W/AUTOMATIC BLACKOUT SHADES CURTAIN/SHADE TRACK, MOTORIZED W/a { REMOTE 57INFRATECH DRY SAUNA, DESIGN PER OWNER 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW +35-2" I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER TN I N 59 STEAM UNIT BY OWNER U TN I o 60 WINE STORAGE 31 w � 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN �\ O DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS - - - - - - - - - - - - - -- - - - - - - - - - -- - ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING +32'-0" I 2 62 SECANT SHORING PILE 215 ELEVATOR - I A401 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 28 407 r T T 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION / DN65 ER 54 I I 66 SOAKING TUB 28 KEYNOTES i r' ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR MECH I I DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 408 I 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, 304 305 FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5 ) POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY . . . . . . . . . . . . 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE 15 -2" 3' -0" 6'-71/2" CONCRETE WALL WATER 48' -4" - BUILDING © EARTH FOOTPRINT I I I I IPL11-01, SCALE: - - - - - - - - - - - - SETBACK PLOT DATE: PROJECT TRUE — — — — — — — — — — — — RETAINING WALL 04-01-2019 C A403 D A 03 E F A4o4 G NORTH NORTH — — — DEMO SHEET NUMBER: ABOVE/ * SETBACKS MEASURED TO FACE OF FINISH BELOW LEGEND A228 FLOOR PLAN - LEVEL 3 - PART B "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "Ol ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL"-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL 1 2 4 5 "SHOP'MPROV DE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 1 PROPERTY LINE hudgins design group, inc. 2 2 BUILDING SETBACK/MAX HEIGHT 29'-0" I 2 I I 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 401 - 51 _ _ _ _ _ _ _ _ 40' - 5° 4 BUILDING FOOTPRINT laguna beach, Ca, 92651 LEVEL 3 T.R - t LEVEL 3 T.R 5 ADJACENT STRUCTURE 949.33 2.7 nsdesign.com 6 (N) DRIVEWAY-SLOPE PER CIVIL 7 (E)CURB/EDGE OF PAVEMENT 35' - 0"_ _ _ _ _ __ _ �� - - i - _ - _35' 0" 8 CENTERLINE OF RIGHT OF WAY LEVEL 3.5 F.F _ 55 LEVEL 3.5 F.F 9 (E)SEA WALL TO REMAIN- REFER TO SWI &SW2 O" 10 (E) DOCK TO REMAIN B.CLG LEVEL 2.5 11 (E)SITE WALL TO REMAIN LEVEL 13 (N) SITE WALL- MAX 62" IN SYSB,42" IN RYSB 14 EXTERIOR STAIRS/STEPS - REF.CIVIL DRAWINGS I' 15 SITE GATE, MAX 6'-0"ABV. F.S 16 PLANTING/SOFTSCAPE - REFER TO LANDSCAPE h 17 HARDSCAPE 21' - 6" _ _21' - 6" 18 REFLECTING POND W/12" DEEP STANDING WATER (18" LEVEL 2 F.F I, I LEVEL 2 F.F MAX) 11 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE+18" _ A.F.F 20 TRASH STORAGE LOCATION I I I 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL,800 AMP MAX. / (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON LEVEL 1 F.F LEVEL 1 F.F PROPOSED MAIN SERVICE PANEL,800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION HEIGHT CERTIFICATION REQUIRED 24 (E)WATER METER LOCATION (REF CIVIL& SURVEY DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY Elevation 1 DWGS) Uj 1/8" = 1'-0" 1 25 POOL 26 SPA 27 POOL EQUIP.W/SURROUNDING SCREEN WALL 28 GUARDRAIL- MIN 42"ABV.ADJ FF. r 29 HANDRAIL 36"ABV.ADJ. FF CO 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN W G F E D C B A 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE C\j 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. Q 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U I I I I 34 WATER HEATER-TANK, VERIFY SIZE REQ'D. W/. MFGR. ^ (PROVIDE WATER&GAS) Uj _ 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER 40' - 5"_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _40' - 5" MFGR.(CMC 904. 1) 10 LEVEL 3 T.R \ �' LEVEL 3 T.R 36 WATER FILTRATION SYSTEM Q 1 �,� � � : � 1,Al���t��,` 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI � W FFZ21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m „ I , „ COMBUSTION TYPE. 35 0 - 35 0 LEVEL 3.5 F.F LEVEL 3.5 F.F 38 FIRE RATED GLASS'FIRELITE'BY IGU - - - - - - - - - - - - I 32' - 0° 39 CAR ELEVATOR O - - 40 CAR TURNTABLE LEVEL 3 F.F 41 MINIMUM�/z"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ' ARE ABOVE (SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHINGLU Z 23' 0" - - - - - - - - - - - - - - �� l 11 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL 0 LEVEL 2.5 F.F _ _ - _ - - - - - - - 21 6" 43 ROOF RIDGE LEVEL2F.F 44 ROOF CRICKET, BUILT-UP AS REQUIRED �\l 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m 1. \ PER CPC TABLES 11-1 AND 11-2 �\ 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED O I l I I I I 48 EDGE OF WALL(ABV./BLW.AS OCCURS) m 49 EDGE OF ROOF/FLOOR (ABV./BLW. AS OCCURS) J 1' O 50 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW \ Q LEVEL 1 F.F LEVEL 1 F.F ADJ. F.F W/FLOOR TOCEILING TILE PER OWNER U m 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES (n ' HEIGHT CERTIFICATION REQUIRED DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE Elevation 2 MEP SHEETS cf 1/8" = 1' " 2 53 CASEWORK 0 O 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ 5 4 2 1 REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 40' - 5" _ _ _ - _ _ 40' - 5° 60 WINE STORAGE LEVEL 3 T.R ;" LEVEL 3 T.R 61 FLOOR DRAIN V 61 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 35' - 0°_ I _35' O" BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS - - - - - - - - - T - - ARE ABOVE (SEC. R302.6) SEPARATION TO EXTEND LEVEL 3.5 F.F LEVEL 3.5 F.F FROM FLOOR TO ROOF SHEATHING 33' " I 3 ' O" 62 SECANT SHORING PILE LEVEL B.CLG I LEVEL 2.5 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION 65 EGRESSLADDER 23' - 0" _ _ I _ _ _ _ _ _ _ _ I 23' - 0" 66 SOAKING TUB LEVEL 2.5 F.F LEVEL 2.5 F.F -- -- - - - KEYNOTES p„ LEVEL I � I LkEL 1 .5 ADDITIONAL NOTES: i I 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. LEVEL 1 F.F EL 1 F.F 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HEIGHT CERTIFICATION REQUIRED 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, Elevation 3A FORM GRN 16. 1/8" = 1'-O" `+ 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1). A B C D E F G 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 40' - 5° - - _ _ _ _ _ _ - - 40' - 5" ® 2 1/2" FRAMING LEVEL 3 T.R :\ LEVEL 3 T.R - _ - _ _ _�L LLL _ _ _ _ _ I _ I _ _35' - 0„ ® 3 5/8" FRAMING FOOTPRINT SECOND ORY 32' - 0"_ I LEVEL 3.5 F.F 5 1/2" FRAMING HARDSCAPE LEVEL 3 F.F - - - - - - - - - - - - - - - - - - 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER 21 _ I _ _23' - 0" BUILDING � EARTH - - - - 1 - 611 LEVEL 2 F.F - - - - - - - - - - - - - - _ - \ LEVEL 2.5 F.F FOOTPRINT _ _ _ _ P.L. SCALE: ' - - - - - - - - - - - - SETBACK I � I � RETAINING- - - - - - - - - - - - R G PLOT DATE: 11' - 0" I.I. _ - - - - - - - - - - _ EMO 04-01-2019 AIIILEVEL - Q SHEET NUMBER: ABOVE LEVEL 1 F.F BELOW ' HEIGHT CERTIFICATION REQUIRED LEGEND A301 Elevation 4 3 EXTERIOR ELEVATIONS 1/8" = 1 -0 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "CIVIL"-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "SCHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 7 (E)CURB/EDGE OF PAVEMENT 1 2 8 CENTERLINE OF RIGHT OF WAY 1 A401 2 4 A401 5 9 (E)SEA WALL TO REMAIN- REFER TO SWI &SW2 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN i 13 (N) SITE WALL- MAX 62" IN SYSB,42" IN RYSB 1 14 EXTERIOR STAIRS/STEPS - REF.CIVIL DRAWINGS 2 15 SITE GATE, MAX 6'-0"ABV. F.S 16 PLANTING/SOFTSCAPE - REFER TO LANDSCAPE 2 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER (18" 40' - 5„ STN _ _ _ _ _ _ 40' - 5„ MAX) I LEVEL 3 T.R I LEVEL 3 T.R 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE+18"A.F.F 20 TRASH STORAGE LOCATION ' ' 1 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION I 22 PROPOSED MAIN SERVICE PANEL,800 AMP MAX. TU (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY LS- OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL,800 AMP MAX. O ® (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY Tu sTuc LS- OBSTRUCTION) -VERIFY LOCATION W/. SO. CA. EDISON 55 23 PROPOSED GAS METER LOCATION 24 (E)WATER METER LOCATION (REF CIVIL& SURVEY 32' 0" I sru _ _ _ _ _ _ 32' - 0" DWGS) (E)WATER METER LOCATION (REF CIVIL&SURVEY LEVEL 3 F.F LEVEL 3 F.F DWGS) Uj GLS- I I 25 POOL 26 SPA 27 POOL EQUIP.W/SURROUNDING SCREEN WALL STU STN STU ' I ', ' 28 GUARDRAIL- MIN 42"ABV.ADJ FF. r 29 HANDRAIL 36"ABV.ADJ. FF CO TL- I 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN GLS- STU 2 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. Q 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER 34 WATER HEATER-TANK, VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE WATER&GAS) W = 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 21' - 6" _ _ _ _ _ _ _ _ _ _ _ 21' - 6" 36 WATER FILTRATION SYSTEM Q LEVEL 2 F.F : r LEVEL 2 F.F 37 GAS FIREPLACE-'HEATNGLO'MEZZO60-ANSI Q LLl Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m COMBUSTION TYPE. 38 FIRE RATED GLASS'FIRELITE'BY IGU STN STN I I 39 CAR ELEVATOR/ O 40 CAR TURNTABLE I 41 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN � I I DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ARE ABOVE (SEC. R302.6)SEPARATION TO EXTEND LU I I FROM FLOOR TO ROOF SHEATHING Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL LU / , I 43 ROOF RIDGE 44 ROOF CRICKET, BUILT-UP AS REQUIRED _ _ _ _ _ _ _ _ _ _ _ _ 11' 0 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m LEVEL 1 F.F LEVEL 1 F.F PER CPC TABLES 11-1 AND 11-2 Ir 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED O 48 EDGE OF WALL(ABV./BLW.AS OCCURS) m 49 EDGE OF ROOF/FLOOR (ABV./BLW. AS OCCURS) J 50 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW \r 1 Q ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER51 SINK v m * HEIGHT CERTIFICATION REQUIRED 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES ~ DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE Elevation 11/4" MEP SHEETS cf- _ 1/4" = 1' 0" 1 53 CASEWORK CD 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 60 WINE STORAGE 61 FLOOR DRAIN 61 MINIMUM 1/2"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS 2 1 5 A401 4 2 A401 1 ARE ABOVE (SEC. R302.6) SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE I 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION 65 EGRESSLADDER • 66 SOAKING TUB KEYNOTES LEVEL 3 T.R LEVEL 3 T.R ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED I rL- I I SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, 35' - 0" _ — — — — — — — — — T — — — — — — — — — _ T — — — — — ' — _ 35' - 0" NOT FUNCTIONING AS A COMPONENT OF A WHOLE LEVEL 3.5 F.F — — — — — — STU — — — LEVEL 3.5 F.F HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY 33' 6° _ _ 33' - 6" A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. LEV — — — — T — — — - ' - — — • — T W S THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, LEVEL 2.5 B.CLG I I LEVEL 2.5 B.CLG FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE PROVIDED A MIN. 6 STU LS- Sru FOOTCANDLES ARTIFICIAL LIGHTING (R303.1). DFOOR LEVEL W/ ART I I 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2) SHALL BE MECHANICALLY VENTILATED (R303.1). • 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. I LS I NOTES 231 - 011 23' - 0" LEVEL 2.5 F.F — — — — — — — — — — — — — — — — — — — — — — sru — — — — — — — — — — — — — — — — — LEVEL 2.5 F.F 21' - 6" 21' - 6" 2 1/2" FRAMING LEVEL 1 .5 T. LEVEL 125 T.OW 0" \ \\ \ I ® 3 5/8" FRAMING SECOND STORY 21' LEVEL 1 .5 B.CLG O 1 \ `�` \\ I LEVEL 1 .5 B.CLG FOOTPRINT 0 5 1/2" FRAMING HARDSCAPE srN ,` � \��: I � 71/4" FRAMING SOFTSCAPE CONCRETE WALL WATER BUILDING EF9 EARTH FOOTPRINT LEVEL 1 F.F LEVEL 1 F.F PL SCALE: 1/4" = V-0" - - - - - - - - - - - - SETBACK PLOT DATE: - - - - - - - - - - - - RETAINING WALL04-01-2019 - - - - - - - - - - - - DEMO SHEET NUMBER: ABOVE * HEIGHT CERTIFICATION REQUIRED BELOW LEGEND A302 Elevation 3 _ 1/4;; 2 EXTERIOR ELEVATIONS 1/4" = 1 -0 5D "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. 1 2 4 2 5 "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "S A401 A4O1 CHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. I 1 PROPERTY LINE hudgins design group, Inc. I 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 ' 5 ADJACENT STRUCTURE 949.322.7922 ' 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 40' - 5" _ _ _ 40' - 5" 7 (E) CURB/EDGE OF PAVEMENT LEVEL 3 T.R LEVEL 3 T.R 8 CENTERLINE OF RIGHT OF WAY 2 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 ' I , 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN 26 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB .n I I 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 07 55 15 SITE GATE, MAX 6'-0"ABV. F.S 11 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE 17 HARDSCAPE 63 18 REFLECTING POND W/12" DEEP STANDING WATER(18" MAX) 32' - 0" I _ ._ _ _ _ _ _32' - 0" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" — — — — — — — — T — — — — — LEVEL 3 F.F LEVEL 3 - 6" AFF 30' - 6" _ � _ _ _ _ _ _ _ _ I _ _ _ _ _ _ _30' _ 6" 20 TRASH STORAGE LOCATION LEVEL 2 B.CLG I LEVEL 2 B.CLG 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. I (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY I I 1 I OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON I PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. t (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY 0 OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON OFFICE 23 PROPOSED GAS METER LOCATION 1 301 63 IL 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY DWGS) I \ DEWGS) ER METER LOCATION (REF CIVIL&SURVEYUj / \ ' 25 POOL 21' - 6" _ _ _ _ _ _ _ — �_ — _ L _ _ _ _ 21' - 6" 26 SPA LEVEL 2 F.F I LEVEL 2 F.F 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 20- - 01' � �_ — � 20' _ Q" 28 GUARDRAIL- MIN 42"ABV.ADJ FF. � LEVEL 1 B. CLG I ' LEVEL 1 B. CLG 29 HANDRAIL 36"ABV.ADJ. FF I 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN N I 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE z O 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. ' . Q 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER U ' 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. I I (PROVIDE WATER&GAS) Uj 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER MFGR.(CMC 904. 1) 0 36 WATER s FILTRATION 37 GAS FIREPLACE HEATNG O'MEZZO 60-ANSI Q W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m 11' - 0" _ _ _ 11' - 0" COMBUSTION TYPE. _ _ LEVEL 1 F.F o LEVEL '1 F.F 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR ELEVATOR O 9' - 01, N 9 - 0.1 40 CAR TURNTABLE LEVEL B B. CLG. LEVEL B B. CLG. 41 MINIMUM ''/z"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 62 s2 FROM FLOOR TO ROOF SHEATHING Uj Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q o 43 ROOF RIDGE > 39 44 ROOF CRICKET, BUILT-UP AS REQUIRED 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES J MECHANICAL GARAGEm 102 101 PER CPC TABLES 11-1 AND 11-2 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED Q 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m _ _ _ _ I I _ _ _ _ _ _-1' - 0" 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ Q LEVEL B F.F LEVEL B F.F ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER U m -2' - 6"_ _ — — — — — — — — — — — _ _-2' - 6" 51 SINK DEPRESSED SLAB DEPRESSED SLAB 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES U) DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE Section 3 MEP SHEETS „ _ , „ 1 53 CASEWORK O 1/4" 1 -0 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 2 1 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2415 W/AUTOMATIC BLACKOUT SHADES 5 A401 4 2 A401 1 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER I 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW I I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 60 WINE STORAGE 61 FLOOR DRAIN 43 ' 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 40' - 5' _ _ _ — 4_0' - 5" BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS LEVEL 3 T.R LEVEL 3 T.R ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND —� — — — — — — — — — , — — — — FROM FLOOR TO ROOF SHEATHING 39' . . 3 ' - 6" 62 SECANT SHORING PILE LEVEL 3 B. CLG I \ / I LEVEL 3 B. CLG 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 2 I: I 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING ' o STATION MECH POWDER �Jmm 405 403 2 65 66 SOAKING TUB ER KEYNOTES 32' - 0" 3_2' - 0" LEVEL 3 F.F _ _ _ _ LEVEL 3 F.F 30' - 6" _ _ _ — _ . . _ _ _ _ I _ I _ _ _ 30' - 6" ADDITIONAL NOTES: LEVEL 2_B—CLG LEVEL 2 B.CLG 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. I I I 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. BEDROOM 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES I 311 I I SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 21' - 6" FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ LEVEL 2F.F _ _ _ _ — I LEVEL 2 F.F ARTIFICIAL LIGHTING (R303.1). 20' - 0" _ 2_0' _ 0" 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, LEVEL 1 B. CLG \ ' LEVEL 1 B. CLG POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES CIRCULATION 42 m 207 2 1/2" FRAMING 62 i 11' _ _ _ _ _ _ _ 11 - 0„ ® 3 5/8" FRAMING ® SECONDINTORY LEVEL 1 F. o LEVEL 1 F.F ® 5 1/2" FRAMING HARDSCAPE 91 - 01, 91 - 011 LEVEL B B. CLG. LEVEL B B. CLG. ® 71/4" FRAMING 0 SOFTSCAPE CONCRETE WALL WATER 62 , - BUILDING © EARTH o FOOTPRINT o GARAGE P L. SCALE: YYY YYY 1/4" = 1'-0" 40 - - - - - - - - - - - SETBACK PLOT DATE: - - - - - - - - - - - - WALLRETA 04-01-2019 -1' - 0" _ - - - - - - - - - - - - DEMO LEVEL B F.F LEVEL B F.F SHEET NUMBER: ABOVE/ BELOW L LEGEND A402 section4 1/4 1 -0 2 BUILDING SECTIONS - 5:; "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. 1 1 2 4 2 5 "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. A401 A401 "SCHEDULE"SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 a3 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 40' - 5" 40' - 5" 7 (E) CURB/EDGE OF PAVEMENT LEVEL 3 T.R �! LEVEL 3 T.R _ _ _ _ _ 8 CENTERLINE OF RIGHT OF WAY —�= — — — — l — — — — 9 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 39'/16" I ' 3 ' - 6° 10 (E) DOCK TO REMAIN LEVEL 3 B. CLG I I z LEVEL 3 B. CLG 11 (E)SITE WALL TO REMAIN 13 (N)SITE WALL-MAX 62" IN SYSB, 42"IN RYSB 1 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 35' - 0° _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 35 - 0„ 15 SITE GATE, MAX 6'-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE LEVEL 3.5 F.F \ LEVEL 3.5 F.F 17 HARDSCAPE 18 REFLECTING POND W/12" DEEP STANDING WATER(18" ' MAX) 32' - 0" _ _ _ _ • _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ 32' - 0" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" LEVEL 3 F.F LEVEL 3 F.F AFF 30' - 6" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 30' - 6" 20 TRASH STORAGE LOCATION LEVEL 2 B.CLG , LEVEL 2 B.CLG 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. 63 63 (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY • ' OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON ' 23 PROPOSED GAS METER LOCATION II 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY 23' - 0" _ ' _ _ _23' - 0" DWGS) Uj (E)WATER METER LOCATION (REF CIVIL&SURVEY LEVEL 2.5 F.F - LEVEL 2.5 F.F 25 POOL 21' - 6" _ _ _ _ _ _ _ _ _ _ _ _ _ _ _21' - 6" 26 PPA LEVEL 2 F.F LEVEL 2 F.F 27 POOL EQUIP. W/SURROUNDING SCREEN WALL V 20' - 0" _ _ _ 20' - 0" 28 GUARDRAIL- MIN 42"ABV.ADJ FF. LEVEL 1 B. CLG I LEVEL 1 B. CLG 29 HANDRAIL 36"ABV.ADJ. FF Cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN I 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE z N 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER Q 34 WATER HEATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. U I ENTRY I (PROVIDE WATER&GAS) w LOUNGE 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER 208 ' MFGR.(CMC 904. 1) 0 III \ 36 WATER FILTRATION SYSTEM Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI Q LLI Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m 11' - 0" _ _ _ _ _ 11' - 0" COMBUSTION TYPE. LEVEL 1 F.F LEVEL 1 F.F 38 FIRE RATED GLASS'FIRELITE' BY IGU 39 CAR 9' - 0" 9' - 0" 40 CAR TURNTABLE O LEVEL B B. CLG. ; LEVEL B B. CLG. 41 MINIMUM '/z"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS LL) ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND s2 s2 FROM FLOOR TO ROOF SHEATHING w Z 42 STRUCTURAL COLUMN/BEAM PER STRUCTURAL Q 43 ROOF RIDGE J > 44 ROOF CRICKET, BUILT-UP AS REQUIRED J LOUNGE CIRCULATION 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m 103 105 PER CPC TABLES 11-1 AND 11-2 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED O 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ Q LEVEL B F.F LEVEL B F.F ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER U m 51 SINK 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES (n DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE Section 5MEP SHEETS 'IT 11, 53 CASEWORK O 1/4" — 1 0 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" N AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 5 2 4 2 1 1 2415 W/AUTOMATIC BLACKOUT SHADES A401 A401 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER I 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW I I ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 60 WINE STORAGE 61 FLOOR DRAIN • 2 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO 40' - 5" _ _ _ _ _ I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 40' - 5" BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS LEVEL 3 T.R a3 � 1 LEVEL 3 T.R ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND • FROM FLOOR TO ROOF SHEATHING • I I • 62 SECANT SHORING PILE I 2 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 63 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING • • STATION 35' - 0" _ _ _ _ _ _ _ _ _ _ _ ' _ _ _ _ _ 35' - 0" 65 EGRESS LADDER LEVEL 3.5 F.F I I LEVEL 3.5 F.F 66 SOAKING TUB 33' - o° _ _ _ _ _ _ _ _ _ _ _ _ _ 33' - 0" KEYNOTES LEVEL 2.5 B.CLG z I LEVEL 2.5 B.CLG \ I I/ \ • ADDITIONAL NOTES: • 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR BEDROOM CIRCULATION I DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. I 319 316 I 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY \ / A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES I I SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, 23' - 0" _ _ _ _ I 23' _ 0" FORM GRN 16. — • — — — — — — — — — — — — — — 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, LEVEL 2.5 F.F - LEVEL 2.5 F.F MIN. 6 211 - 6" _ _ _ _ _ I _ 21' - 6" FOOTCANDOLES AT 30"ABOVE FLOOR LEVOELDW/ALEVEL 2 F.F - - J- - - - - - - - - - - - - LEVEL 2 F.F ARTIFICIAL LIGHTING (R303.1). • 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, 21' - O° POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY 21 0 �' LEVEL 1.5 B.CLG ' VENTILATED (R303.1). I I I LEVEL 1.5 B.CLG 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. I NOTES PREP I KITCHEN CIRCULATION I 210 207 I • ' I ' 2 1/2" FRAMING SECOND ST 11' - 0" I 11' - 0" ® 3 5/8" FRAMING ® FOOTPRINTORY LEVEL 1 F.F LEVEL 1 F.F ® 51/2" FRAMING HARDSCAPE 9' - 0" 9' 0., LEVEL B B. CLG. LEVEL B B. CLG. ® 7 1/4" FRAMING SOFTSCAPE 62 CONCRETE WALL WATER 62 - BUILDING © EARTH FOOTPRINT GAME ROOM 109 - - - - - - - - - PL. SCALE: — - - - - - - - - - - - - 1/4" = 1'-0,. 16 SETBACK PLOT DATE: — RETAINING _ — — — — — — — — — — — WALL 04-01-2019 1_ _ _ _ — — — — — — — — — — — — — DEMO LEVEL B F.F LEVEL B F.F SHEET NUMBER: I��ITS- — — — — — — — — — — — — ABOVE/ n BELOW LEGEND A403 Section 6 1/4" 2 BUILDING SECTIONS = 1 1 --0 5.4 "DSGN"- ADDITIONAL INFORMATION TO BE PROVIDED BY DESIGNER. "OWNER"- ADDITIONAL INFORMATION TO BE PROVIDED BY OWNER. "STRUCTURAL"-SEE STRUCTURAL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. 1 2 4 2 rJ "CIVIL!'-SEE CIVIL ENGINEER'S DRAWINGS AND DETAILS FOR ADDITIONAL INFORMATION. "S A4O1 A4O1 CHEDULE"-SEE SCHEDULE FOR SPECIFICATIONS AND ADDITIONAL INFORMATION. "SHOP"-PROVIDE SHOP DRAWINGS TO DESIGNER FOR APPROVAL PRIOR TO FABRICATION. I ( 1 PROPERTY LINE hudgins design group, Inc. 2 BUILDING SETBACK/MAX HEIGHT 29'-0" 3 ADDITIONAL THIRD FLOOR SETBACK 1107 south coast hwy 4 BUILDING FOOTPRINT laguna beach, ca, 92651 5 ADJACENT STRUCTURE 949.322.7922 6 (N) DRIVEWAY-SLOPE PER CIVIL info@hudginsdesign.com 40' - O" _ _ — _ — _, — _ — — — — — — — — — — — — — _ — — — — — — — — — — — — — — — — — 40, - O„ 7 (E) CURB/EDGE OF PAVEMENT LEVEL 3 T.W 2 — LEVEL 3 T.W 9 CENTERLINE OF RIGHT OF WAY 2 (E)SEA WALL TO REMAIN- REFER TO SW1 &SW2 • • 10 (E) DOCK TO REMAIN 11 (E)SITE WALL TO REMAIN „ �{I, 13 EX SITE WALL-MAX 62" IN SYSB, 42"IN RYSB • 14 EXTERIOR STAIRS/STEPS-REF. CIVIL DRAWINGS 35 - 0 _ _ _ _ _ _ _ _ _ _35 - 0 15 SITE GATE, MAX 6'-0"ABV. F.S 16 PLANTING/SOFTSCAPE-REFER TO LANDSCAPE LEVEL 3.5 F.F - - - - - - - - LEVEL 3.5 F.F 17 HARDSCAPE 33' - 6" _33' - 6" 18 REFLECTING POND W/12" DEEP STANDING WATER(18" LEV - - - - - - - LE-/E T.W MAX) 3r"� 3 - 0" 19 OUTDOOR FIREPLACE/FIREPIT W/DRAINAGE +18" LEVEL 2.5 B.CLG I I LEVEL 2.5 B.CLG A.F.F 20 TRASH STORAGE LOCATION 21 A/C EQUIPMENT, SCREENED W/SOUND ATTENUATION 22 PROPOSED MAIN SERVICE PANEL, 800 AMP MAX. MASTER MASTER MASTER (MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY I BATH 1 LOUNGE BEDROOM 11 ss OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 323 324 325 PROPOSED ISERVICE O 0 AMP(MAINTAIN 36"CLEAR FROM ACE OFPANEL MAX.O ANY • : OBSTRUCTION)-VERIFY LOCATION W/. SO. CA. EDISON 23 PROPOSED GAS METER LOCATION II 24 (E)WATER METER LOCATION (REF CIVIL&SURVEY 23' - 0" ' _23' - 0" DWGS) Uj (E)WATER METER LOCATION (REF CIVIL&SURVEY LEVEL 2.5 F.F LEVEL 2.5 F.F 25 POOL 21' - 6" _ _ _21' - 6" 26 SPA LEVEL 1.5 T.W — — T.W 27 POOL EQUIP. W/SURROUNDING SCREEN WALL 21' - 0° I 21' - 0" 28 GUARDRAIL- MIN 42"ABV.ADJ FF. LEVEL 1 .5 B.CLG 'I LEVEL 1.5 B.CLG 29 HANDRAIL 36"ABV.ADJ. FF cfl 30 OUTDOOR SHOWER, COLD WATER ONLY, NO DRAIN I I 31 ELEVATOR'SUPERMEC'BY ELEVATOR BOUTIQUE z • ;I • 32 ELEVATOR-MACHINE CABINET AREA. PROVIDE ELEC. • • 33 BBQ, PROVIDE GAS AND ELEC. PER OWNER I U 37 LOUNGE DINING ,I 34 WATER HATER-TANK,VERIFY SIZE REQ'D. W/. MFGR. 213 214 (PROVIDE WATER&GAS) MECHANICAL I 35 FAU - PROVIDE GAS S/O,ELEC, VENTING PER • 217 :I • MFGR.(CMC 904. 1) 0 ;� • 36 WATER FILTRATION SYSTEM Q 37 GAS FIREPLACE-'HEATNGLO'MEZZO 60-ANSI W Z21.88-2014/CSA 2.33-2014. TO BE DIRECT VENT, SEAL m _11' - 011 COMBUSTION TYPE. 1 F.F LEVEL 1 F.F 38 FIRE RATED GLASS'FIRELITE' BY IGU LEVEL -F - — — — — — — — — — 9 _ 6„ 39 CAR ELEVATOR LEVEL B T.W LEVEL B T.W 40 CAR TURNTABLE 41 MINIMUM ''/z"GYP BOARD IS REQUIRED BETWEEN U DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS w ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND 82 s2 FROM FLOOR TO ROOF SHEATHING Z % 42 STRUCTURAL COLUMN/BEAM PER STRUCTURALUj Q WELNESS HOME i 43 ROOF RIDGE STEAM ss SPA THEATER 44 ROOF CRICKET, BUILT-UP AS REQUIRED 114115 118 45 ROOF DRAIN W/OVERFLOW AND CONCEALED PIPES m PER CPC TABLES 11-1 AND 11-2 46 DECK DRAIN W/OVERFLOW AND CONCEALED PIPES Q 47 NOT USED O 48 EDGE OF WALL(ABV./BLW. AS OCCURS) m 49 EDGE OF ROOF/FLOOR(ABV./BLW.AS OCCURS) J 50 SHOWER W/HOT MOPPED PAN RECESSED 4"BELOW \ Q LEVEL B F.F LEVEL B F.F ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER U m 51 SINK ` 52 WASHER/DRYER BY OWNER PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT. MIN.4"DIA.TO THE Q OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. w DUCT LENGTH IS LIMITED TO 14'WITH 2 ELBOWS. SEE MEP SHEETS 'ITS@CtlOr17 53 CASEWORK O 1/4" = 1'-0" I 54 STAIRS W/MAXIMUM RISER HEIGHT SHALL BE 7-3/4" T_ AND A MINIMUM OF 4". MINIMUM TREAD DEPTH SHALL / N BE 10". PROVIDE ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) 55 SKYLIGHT(ABV/BLW/BYD AS OCCURS, ICC-ES ESR 2415 W/AUTOMATIC BLACKOUT SHADES 56 RECESSED CURTAIN/SHADE TRACK, MOTORIZED W/ REMOTE 57 INFRATECH DRY SAUNA, DESIGN PER OWNER 58 SHOWER W/HOT MOPPED PAN RECESSED 4" BELOW ADJ. F.F W/FLOOR TO CEILING TILE PER OWNER 59 STEAM UNIT BY OWNER 60 WINE STORAGE 61 FLOOR DRAIN 61 MINIMUM '/"GYP BOARD IS REQUIRED BETWEEN DWELLING WALL AND A GARAGE, GARAGE CEILING TO BE 5/8"TYPE X IF HABITABLE OR SLEEPING ROOMS ARE ABOVE(SEC. R302.6)SEPARATION TO EXTEND FROM FLOOR TO ROOF SHEATHING 62 SECANT SHORING PILE 63 INSULATION PER T24 ENERGY REPORT 64 PANEL CAPACITY AND MIN. 1"CONDUIT FOR FUTURE 208/240V 40AMP, GROUNDED AC VEHICLE CHARGING STATION 65 EGRESSLADDER 66 SOAKING TUB KEYNOTES ADDITIONAL NOTES: 1. EACH APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. 2. NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. 3. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN tABLE 4.303.2/TABLE 9.403.2 AS SHOWN ON SHEET GRN, FORM GRN 16. 4. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE PROVIDED A MIN. 6 FOOTCANDLES AT 30"ABOVE FLOOR LEVEL W/ ARTIFICIAL LIGHTING (R303.1). 5. HABITABLE ROOMS (MEDIA ROOM, LAUNDRY, POWDER ROOM 2, BATH 2)SHALL BE MECHANICALLY VENTILATED (R303.1). 6. CONSTRUCTION WASTE SHALL BE REDUCED BY 50%. CONSTRUCTION. NOTES 2 1/2" FRAMING ® 3 5/8" FRAMING ® SECOND STORY FOOTPRINT ® 5 1/2" FRAMING HARDSCAPE ® 7 1/4" FRAMING SOFTSCAPE CONCRETE WALL WATER - BUILDING © EARTH FOOTPRINT SCALE: — — — — — — — PL. 1/4" = 1'-01, SETBACK PLOT DATE: - - - - - - - - - - - - RETAINING WALL04-01-2019 - - - - - - - - - - - - DEMO SHEET NUMBER: ABOVE/ BELOW F7LEGEND A404 BUILDING SECTIONS ss STRUCTURAL GENERAL NOTES GENERAL REQUIREMENTS BACKFILLING & COMPACTION NOTES REINFORCING STEEL ABBREVIATIONS z s Y o FOR T T WATER IMMERSION, R o e 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE 1. 0 STRUCTURES EXPOSED 0 SALTSPLASH OR EBAR A.B. ANCHOR BOLT ON DOWN HT HEIGHT OFF OFFICE 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND •••••••••••• •••••••••••••• ••••••••••••••• •••••••••• •• T.F. TOP OF FOOTING o k REINFORCEMENT SHALL CONFORM TO ASTM A 706, UNLESS NOTED OTHERWISE ON ---'--'"" CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE RECOMMENDATIONS. A.C. ........... ASPHALT CONCRETE D. ................ DEEP H.S. .............HIGH STRENGTH OPNG ...........OPENING T.B. ............. TOP OF BEAM Cn DETAILS, AND SHALL BE EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE A/C ............ AIR CONDITIONING D.S. DOWNSPOUT HVAC ...........HEATING/VENTLATING & OPP HD .......OPPOSITE HAND TG TAPERED GIRDER z o N CODES AND ORDINANCES. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY """""" ......•••••• o s z 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHALL COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. REBARS. WELDED WIRE MESH SHALL CONFORM WITH ASTM A 185 AND SHALL BE A.C.P. ......... ASPHALT CONCRETE PAVING DWGS .......... DRAWINGS AIR CONDITIONING O.S.F. .......... OUTSIDE FACE - a o T.G. ............. TOP OF GIRDER cn z � EPDXY COATED CONFORMING TO ASTM A 884, WITH ALL VISIBLE DEFECTS AND CUT ADDL .......... ADDITIONAL (E) ............... EXISTING IN ................ INCH P.C. ............ PIPE COLUMN - VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING 3. WHERE WALLS ARE BACKFILLED SU ONE SIDE ONLY, PROVIDE SHORING OR OTHER THK ............. THICK > a CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN ENDS REPAIR COATED. WIRES USED TO TIE REINFORCING STEEL SHALL BE EITHER A.F.F. ......... ABOVE FININSH FLOOR EA ............... EACH INFO ............ INFORMATION PEN PENETRATION w w ............. EPDXY COATED STEEL, ORA 316 STAINLESS STEEL. ALUM ALUMINUM E.F. THRU THROUGH .......... EACH FACE INT .............. INTERIOR PL ................. PLATE OR PROPERTY LINE T L. TOP OF LEDGER 0 Is d a FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL •"'""'"""" .............. PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR ALT ............ ALTERNATE ELEC ............ELECTRICAL J.B. ............. JOIST BEARING PILAS .......... PILASTER T.N. TOP OF NAILER 19 / ANOD ANODIZED ELEV ••••••••�••�•� REPORT ANY DISCREPANCIES TO "PMA CONSULTING, INC." HEREINAFTER CALLED 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO DIAMETERS IN CONCRETE AND N BAR DIAMETERS IN MASONRY WITH 24 INCH -••-••- .........ELEVATION J.G. ............. JOIST GIRDER PLYWD .........PLYWOOD 19 ARCHT ARCHITECTURAL EMBED EMBEDMENT, EMBEDDED JST JOIST TO. ..............TOP OF MINIMUM LAPD EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES ......•• •.•.••.• ............• PSF ............. POUNDS PER SQUARE FOOT T.O.P. .......... TOP OF PARAPET/PANEL b` "THE ENGINEER". A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS. B.B. •••••.•••••• BOTTOM OF BEAM E.N. ............. EDGE NAILING JT JOINT PSI ............. POUNDS PER SQUARE INCH T.O.S. TOP OF STEEL Jm� 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS THE CBC APPENDIX SECTION 3313. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION BET .............. BETWEEN EQ ............... EQUAL K.O. .............. KNOCKOUT P•T. ............. PRESERVATIVE TREATED TOT ..............TOTAL REQUIRED BY STATE AND LOCAL CODES. 5. FILTER CLOTH SHALL BE MIRAFI 140N-SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE BLDG ............ BUILDING E.S. ............. EACH SIDE L ................. ANGLE R.D. ROOF DRAIN 7 WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND WIRE TIES -•-•••--•--•- TRANSF ....... TRANSFER �e 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY AS MANUFACTURED BY TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND BLKG ........... BLOCKING E.W. .............EACH WAY LAT ............. LATERAL REBAR REINFORCING BAR .......TRANSVERSE is BEFORE PLACING ANY CONCRETE. TRANSV COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR BE PLACED ON THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE 4, ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS BM ............. BEAM EXIST ...........EXISTING LDR ............. LEDGER R.B. ............. ROOF BEAM TS ............... TUBE STEEL _ CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS JOINT TO (2.0) BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. B.N. ............ BOUNDARY NAILING EXP ............. EXPANSION LG ............... LONG REQD ...........REQUIRED T.S. ............. TOP OF SLAB o 189 TO THE ENGINEER. BULKHEAD.. BOT ............. BOTTOM EXT ............. EXTERIOR LLH ..............LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. .............TOP OF WALL z T T T 101 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, B.W. ............ BOTTOM OF WALL F.D. FLOOR DRAIN LLV LONG LEG VERTICAL REF REFERENCE 5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE 6. COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING UNLESS NOTED OTHERWISE. """""" ••••••••••••• TYP ............. TYPICAL .......... C ................. CHANNEL FDN ............. FOUNDATION LONGIT ........ LONGITUDINAL REV ............. REVISION U.N.O. ..........UNLESS NOTED OTHERWISE COMMENCING ANY WORK. DEPARTMENT BEFORE FOUNDATION INSPECTION. A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH CANT .......... CANTILEVER F.F. ..............FINISH FLOOR L.P. ............. LOW POINT R.J. ............. ROOF JOIST VERT ........... VERTICAL 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, 7. A FINAL SOIL REPORT L COMPACTION & APPROVAL SHALL BE PREPARED BY THE 3", WHEN FORMED 2'. C.G. ...............CENTER OF GRAVITY F.G. FINISH GRADE LT LIGHT RM ROOM ROFEss/ NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT V.I.F. ........... VERIFY IN FIELD Q WALLS C.J. ............... CONSTRUCTION JOINT OR FINISH MATL .......... MATERIAL R.O. ROUGH OPENING W AND RESOLVED BEFORE PROCEEDING WITH THE WORK. THE COMPLETION OF THE PROJECT. B) PRECASTBCCONCRETEEELE ENTS:AS DETAILED. FACE 1'. FIJ. FLOOR JOIST WD WOOD �� 0 CEILING JOIST """""""' MAX MAXIMUM SCH SCHEDULE Q- ORISS�L F 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE ) """""" """"""' ............•• ,0 CL ................. CENTER LINE M.B. ............ MACHINE BOLT SECT SECTION B. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE HEAVY COMPACTION EQUIPMENT WITHIN 20 FEET OF THE BULKHEAD. D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS FLG ........... ..FLANGE ����������• W ................ WIDE FLANGE CLG .............. CEILING FLOOR MATL MATERIAL SHTG ........... SHEATHING W/0 WITHOUT w Q No.0 66947 0 GENERAL NOTES. 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES NOTED OTHERWISE. FLR ......•••••• A CLR ............. CLEAR SHT SHEET r ........... 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE 6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. F.O.C.. .......... FACE OF CONCRETE MAX ............ MAXIMUM ••••••••••••• W.P. ...............WORK POINT o- � C.M.U. ......... CONCRETE MASONRY UNIT M.B. ............ MACHINE BOLT SIM .............. SIMILAR WR. .............WATER RESISTANT WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO COL ............ COLUMN F.O.M. ..........FACE OF MASONRY MECH MECHANICAL S.J. ............... SAWCUT JOINT W7 WEIGHT J Q SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR A.S.T.M. A82. COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD .......... MEZZANINE S.P. ...............SPLICE POINT W.W.F. CIV\ CONDITIONS UNLESS NOTED OTHERWISE. 8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL CONIC .......... CONCRETE F.N. ............. FIELD NAILING MFDMEZZ .............MANUFACTURED SPA ...............SPACING X ................. EXTRA STRONG STRONG 9TF OF CAL\F0� 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND STEEL LIKELY TO IMPAIR BONDING. CONN .......... CONNECTION F.S. ............. FAR SIDE ........ SPECIFICATIONS XX ............... DOUBLE EXTRA STRONG SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. CONT .......... CONTINUOUS FT FEET OR FOOT MFR .............MANUFACTURER SPECS . MINIMUM SQ SQUARE 03/27/19 SPECIFICATIONS. 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE CONST ........ CONSTRUCTION FTG ............. FOOTING MIN ............ ............... 50 OR A992 WITH Fy = 50 KSI. CORR CORRIDOR GALV ........... GALVANIZED MISC ............MISCELLANEOUS STAGG ...........STAGGERED • 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL M.F.O. ......METAL FRAMED OPENING STD ............... STANDARD 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED NAILING AND FASTENERS CTR ............ CENTER GA ...............GAUGE MLB ............. MICROLLAM BEAM STIFF ...........STIFFENER CONFORM TO A.S.T.M. A53, GRADE B. DBL ............. DOUBLE G.I. .............. GALVANIZED IRON p r ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND M.P.H. ..........MILES PER HOUR STL STEEL 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM DET ............. DETAIL GLB ............. GLU-LAM BEAM t SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR DF DOUGLAS FIR GLP ............. GLU-LAM PURLIN MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 46 KSI. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE Cq 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. D.F. ............ DRINKING FOUNTAIN GYP BD .........GYPSUM BOARD (N) ............. NEW SYM .. ....... STRUCTURAL n m � B ....... SYM ..........SYMEIRICAL s. 2. ALL NAILS SHALL BE 16d 0.148" DIAMETER HELICAL THREAD NAILS, WITH N.I.C. NOT IN CONTRACT DIAL ........... DIAGONAL HDR .............HEADER E 0 o RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM �'a ( ) HGR .............HANGER No. ............. NUMBER T & B ......... TOP & BOTTOM I .......... CENTER LINE '� �, C. � MINIMUM BENDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. DIAPH ......... DIAPHRAGM N.S. NELSON STUD OR NEAR SIDE T & G ......... TONGUE & GROVE DIAMETER qq Cv CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED - HK. HOOK ---�-�----�-- """"""" '6n� � DIA ............... DIAMETER ............•- '�' 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE N.T.S. .......... NOT TO SCALE TEMP ...........TEMPERED � ............ PLATE OR PROPERTY LINE PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE DIM DIMENSION HORIZ ..........HORIZONTAL • r. ............ DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. O.0. .............ON CENTER ............. STEP IN FOOTING LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING H.P. .............HIGH POINT DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM DEPARTMENT. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Yz' r p ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. PENETRATION INTO THE FRAMING MEMBERS. PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015, 5. ALL HARDWARE SHALL BE CORROSION-RESISTANT COMPLYING WITH HDG G185h FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108-58T. FINISH AND BE MANUFACTURED BY "SIMPSON STRONG-TIE CO., INC." (OR n ? b 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE °Atj q ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. FOLLOWS: PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE Q ° 0. 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE A) FOR 18 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. a SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS. ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NEMC 17.32.020. q OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S o ro � U 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED YIELD STRENGTH. RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL B) FOR 16 GA. THICK AND HEAVIER STEEL A446, GRADE D (GALVANIZED) REJECTED. DUMP SITE. OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON 17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING YIELD STRENGTH. DRAWINGS: DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED 8. FABRICATION AND ERECTION SHALL CONFORM TO THE 14th EDITION OF A.I.S.C. A) MECHANICAL ANCHORS SHALL BE STAINLESS STEEL HILTI KWIK BOLT KB-TZ a INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. SPECIFICATIONS. AND BE INSTALLED IN ACCORDANCE WITH ICC ESR-1917 18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL "HIT-HY 200 MAX-SD" REQUIRE SEPARATE REVIEWS AND PERMITS. BURNING OF HOLES SHALL NOT BE PERMITTED. ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR-3187 OR 19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN 10. ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. STAINLESS STEEL SIMPSON STRONG-TIE "SET-XP EPDXY" ADHESIVE ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. INSTALLED IN ACCORDANCE WITH ICC ESR-2508. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE WELDING C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ISSUANCE OF A BUILDING PERMIT BY THE CITY 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY BEACH DOES NOT RELIEVE APPLICANTS OF THE CERTIFIED WELDERS, USING E70XX ELECTRODES. ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED LEGAL REQUIREMENTS TO OBSERVE COVENANTS, FOUNDATIONS 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN BY THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE CONDITIONS AND RESTRICTIONS WHICH MAY BE > C3) ELECTRODES, A233, CLASS E70XX SERIES. INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH RECORDED AGAINST THE PROPERTY OR TO J Q 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL OBTAIN PLANS. YOU SHOULD CONTACT YOUR m THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S HOLES AND PROPER EMBEDMENT. COMMUNITY ASSOCIATION PRIOR TO U U 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM %" DIAMETER COMMENCEMENT OF ANY CONSTRUCTION - Q COMPACTED FILL. COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. AUTHORIZED BY THIS PERMIT. Q m (, 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. PRIOR TO PERFORMING ANY WORK IN THE CITY a_ Q W 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST z LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE CONCRETE ANCHOR RODS BE OBTAINED FROM THE PUBLIC WORKS v Z m 03 ENTIRE CONSTRUCTION PERIOD. DEPARTMENT. Q 5. THE SOILS REPORT DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A PART OFC_1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CHAPTER 19 OF ACI 318-14, TABLE 1. ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722-95 GR 150 lJ W Of THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS 19.3.2.1, CATEGORY (C) & CLASS C2 PER TABLE 19.3.1.1 OF ACI 318-14, SHALL BE TYPE II THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS Q < Q REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS INTERNATIONAL (DSI) WITH DOUBLE CORROSION PROTECTION. C W W 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 2. ROD TENSIONING:AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE 'z PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA BEAM, TENSION RODS TO 1RCOMPLETE BACKFILL & COMPACTION TO z C�C W PLACING OF CONCRETE. ROUGH GRADE & TENSION RODS ODS TO 5,000#. 0 G N Z REGISTERED CIVIL ENGINEER. o 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SOILS 2, CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND REPORT ON FILE WITH THE BUILDING DEPARTMENT. A 0.40 WATER-TO-CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER GENERAL SPECIAL INSPECTIONS SOILS REPORT PREPARED BY:................................ EGA CONSULTANTS, INC. a91 ADDRESS: 375-C MONTE VISTA AVENUE CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, �• ••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED 1. PERIODIC (NON-CONTINUOUS) OR CONTINUOUS SPECIAL INSPECTION BY A CITY dy COSTA MESA, CA 92627 SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: J, 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID-SET" OR A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :...........CONTINUOUS. Q PHONE NUMBER: ............................................................(949) 642-9309 "FIVE STAR GROUT" OR APPROVED EQUAL. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON-CONTINUOUS. FAX NUMBER: (949) 642-1290 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY C) T & G LOCKING OF PANELS :................................................NON-CONTINUOUS. d SOILS REPORT DATE: 07/30 18 AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT D) ANCHOR ROD TENSIONING :....................................................CONTINUOUS. °G / SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. E) GROUTING OF PVC SLEEVES :................................................NON-CONTINUOUS. 7; SOILS REPORT NUMBER: ................................................HD134.1 CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO F) PILING INSTALLATION :............................................................NON-CONTINUOUS. G _ LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH 2104 East Balboa ~ Z ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL Q SECTION 2.4.2. OF ICC ER ...........................................NON-CONTINUOUS. CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE GRADING NOTES SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST Boulevard6 U USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED dy IN A CERTIFIED YARD. Bay Ave % > 1. THE ANTICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL CONSTRUCTION SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO 2• CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF z LLI ON THIS PROJECT WILL BE GREATER LESS 50 CUBIC YARDS. THUS, GRADING PROVIDE CONCRETE OF THE REQUIRED STRENGTH. ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND P 06 PERMIT IS NOT REQUIRED. 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. G' Q 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY Ma y 0 W ON THE PLANS - SEE THE CIVIL & ARCHITECTURAL PLANS FOR THE FINISH ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES U, U AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, Z O GRADING ON THE SHORE SIDE OF THE BULKHEAD. HIRED AND PAID FOR BY THE OWNER. PROJECT MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. ? 3. A PRE-GRADING MEETING SHALL BE SCHEDULED O HOURS PRIOR TO START OF 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION N 1. J 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. SITE GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER, GRADING CONTRACTOR, PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. � ^. _ DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR 7• SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT Q Q N Z THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. 5. TWO TURED CONCRETE. INSPECTION AGREEMENT MUST BE SUBMITTED TO PROPERLY COMPLETED AND SIGNED IES OF THE PERMIT SERVICES East 0 f9 ' X Q > m J MEETING. 8. SEE 4 GA PRE-PAVING RADING WITH THE MEETING SHALL BE SCHEDULED 48 PEOPLE PRESENT:OWNERRSGPRIOR RADINGT� START OF ONTRAC OR 9. CONCRETE STANDARDIS.ORMRWORK TOLERANCES AL NOTES FOR LSHALL BEORED OR TWXACCORDANCE WITH CBC AND A.C.I. DIV6. ASIAION PRIOR TO MINIMUM, THESSUANCE DEPTH OFF THE PERMIT.THE SEAWALL EMBEDMENT INTO THE GROUND CeailF��r fOceanBfvd ° LOOkOUt POlrli W = m U W DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SHALL BE AS SHOWN ON ELEVATIONS ON (SW-1) AND MUST BE ACCURATELY © `\ = Y Q = Z THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE _j O W MEETING. INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. DO U 05. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL AREAS 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY Oct W _J Q PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF CONSTRUCTION, INCLUDING REINFORCING STEEL. m Q W J PRIOR THE THE PLACEMENT OF ANY FILL. 6. ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL THE PANELS. 0 -- m m�1 J Q ENGINEER VERIFYING MINIMUM OF 90% REQUIRED RELATIVE COMPACTION AS WELL 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. Corona Vel Mar AS STABILITY. 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE CAISSON INSTALLATION PROCEDURESQ (n 7. ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS State Beach 0 Q GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 1. DRILL SHAFT BY UTILIZING CONTINUOUS FLIGHT AUGER (CFA) TECHNIQUE. DRILL TO z W W 14. CHAMFER EXPOSED CORNERS '/a" U.N.O. PROPOSED TIP ELEVATION. PLACE 4500 PSI CONCRETE IN SHAFT AS THE 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY nSl _ Q CONTINUOUS FLIGHT AUGER IS BEING WITHDRAWN. CONTINUE PLACEMENT OF 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 CONCRETE UNTIL THE SHAFT IS COMPLETELY FILLED UP TO TOP OF CAISSON. PLACE 15, W W W AND MAY 15. SOLDIER PILE BEAM OR REBAR CAGE PER SW-1 AND SW-2. VICINITY MAP U) N Z U) 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN 2. START INSTALLATION OF DYWIDAG TH UT NOT AT LEAST 5 DAYS AFTER CONCRETE PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY PLACEMENT HAS BEEN COMPLETED, BUT NOT PRIOR TO THE CONCRETE HAS �+ OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. SCOPE OF WORKS - - > O SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY \ DO O RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE DETAILS N & T ON SHEET 1. TO REINFORCE THE EXISTING SEAWALL BY UTILIZING NEW DYWIDAG TIE-BACKS � SW-2. CONCRETE REPAIR Li CONNECTING THE SEAWALL TO NEW CONCRETE CAISSONS PLACED BEHIND IT. N N w 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND 2. TO RAISE TOP OF THE EXISTING SEAWALL TO +10.60'NAVD88 AS REQUIRED T o �w A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR AFTER THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN z z Y a TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. COMPLIANCE WITH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT BY THE CITY OF NEWPORT BEACH. w 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND IS RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN a o _ MAINTAINED FOR THE DURATION OF THE PROJECT. STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR, AT 13. DATUM: ALL ELEVATIONS ARE BASED ON MLLW AND/OR NAVS88 DATUM. THE EXISTING CONCRETE WALL. NOTE TO THE BIDDERS, AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: SHEET OF 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL Q DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". z 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER �� O ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE J MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION LU FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". 4i I CITY OF NEWPORT BEACH Q COMA7UNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION a STRUCTURAL OBSERVATION GENERAL NOTES8 V 1. STRUCTURAL OBSERVATION IS REQUIRED FOR HIS PROJECT IN 7. IF THE CITYS FORM IS NOT USED. REPORTS SHALL BE ON STRUCTURAL Bm ACCORDANCE WITH CBC 1710.STRUCTURAL OBSERVATION IS THE VISUAL OBSERVER'S LETTERHEAD.STATE SITE ADDRESS.PIAN CHECK S PERMIT@ OBSERVATION OF HE STRUCIURAL SYSTEM BY A LICENSED DESIGN NUMBERS,STAGES B ELEMENTS OBSERVED,DATE OBSERVED,&COMPLETE F Tw PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONTACT INFORMATION FOR STRUCTURAL OBSERVER w z EAST B ALB 0 A BLVD STRUCTURAL O DOCUMENTS. 8. ALL L STRUCTURAL OBSERVATION REPORTS,NATURE EBS OF FORM USED, N — 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE SHALL INCLUDE THE LICENSE STRAW&SIGNATURE OF HE STRUCTURPL REQUIREDWSPECTIONS BY HE CITY OF NEWPORT BEACH. OBSERVER RESPONSIBLE FOR THE PROJECT. O €g O 3. THE OWNER SHALL EMPLOY A LICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER p �5 STRUCTURAL OBSERVATION SITE VISITS.AND TO ISSUE ALL STRUCTURAL OR OWNER'S REPRESENTATIVE.PROJECT CONTRACTOR,AND THE BUILDING s J OBSERVATION REPORTS. INSPECTOR. ZO oa vzi 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFIOENCIES 8 THE FUTAL _ 5 z OBSERVATION VISITS ON THE STRUCTURAL OBSERVATIONSCHEDULE. STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR a ac O 5. THE REQUIRED SITE VISITS SHALL AT A MINIMUM INCLUDE THE FOLLOWING: ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR. a a A. OBSERVATION OF HE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE W w 3s 1 III I �I IPOUR; STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION Bz Ao a . OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR HE CRY DOCUMENTS&HAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE BEEN p +B 1 III PARTIAL FOOTPRINT OF THE I 111OF NEWPORT BEACH'COP/PLETEfRAMNG INSPECTION:AND, CORRECTED. B 1ST FLOOR OF THEC. FINAL OBSERVATION OF COMPLETED STRUCTURE.IIII 'I E OF THE STRUCTURAL SYS TEM vi ADDITIONAL SME"SITS MAY THE BE NEEDED AS DETERMINED BY THE DESIGN 7 BYIAL HL O E CHIEF BUILDING OFFICIAROESINSPECTION OR OTHER `GNEE.LL NOT OCCUR UNTIL THE B III II PROPOSED STRUCTURE 11 I IIII V 1 ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED n THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL a'6 III II (UNDER SEPARATE PERMIT) II I IIII 1 6. REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED.THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE Bpd II II 1 NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT' FORM. OR A STRUCTURAL SYSTEMS.RENEW A APPROVAL OF SUCH CHANGES BY THE ' III I SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL CHIEF BUILDING OFFICIAL,OR DESIGNEE.SHALL BE OBTAIN BY HE DESIGN :-x II IIIIII II 1ST F.F. ELEV=+11 .00'NAVD88 III III N � I OBSERVATION REPORT. PROFESSIONAL AND'OR CONTRACTOR PROF TO INSTALLATION AND'OR CONSTRUCTION OF SAN)CHANGES. ta II II II STRUCTURAL OBSERVATION SCHEDULE � P I III III I IIII _� 111 SITEAN)DRE55: 2104 EAST BALBOA BLVD. PC# Laa � (E) PL WALL I �� I p 1 TO BECOMPLETED BY THE DESIGN ENGINEER,AND INCLUDED ON THE CONSTRUCTION DRAWINGS. N"-s PARTIAL FOOTPRINT OF THEL - 1 BASED ON THE PROJECT SCOPE,PLEASE IDENT IFY THE ELEMENTS AND,OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION.SPECIFY THE INTERVAL J I OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. III BASEMENT AND SHORING OF F - -I I I 1 TYPE STRUCTURAL ELEMENTS ANDJOR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION OFESS/ 1 III THE PROPOSED STRUCTURE I 1 I CONNECTIONS TO BE OBSERVED OQR � 1 III (UNDER SEPARATE PERMIT) I 11 w ❑FOCTi INGS,SLAB FOUNDATION,ANCHORS �Q���QRISS� A 1 III L-L= J L In ❑PMT FOUNDATION,PRESTRESSED CONC.SLAB IIII II - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _______�1�1 11 o W JNo.SCC6�69j4J�{7/ 0 m O CAISSON,PILE,GRADE BEAM I r CL\% C I III L ®QTHER:p ONDOTE BACKS RETE 0SONS, STEM WALL I PRIOR TO POURING CONCRETE \' Q I•I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — V 1 0 O CONCRETE I 9TF OF �F TO , > 1 y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y y 1 IV 9 ❑MASONRY I CA` �� K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K K 111 ,$ ❑WOOD OR MANUFACTURED SHEAR PANELS 03/27/19 �( v '• El OTHER: �1 •� 1 1 1 p ��` ❑STEEL MOMENT OR BRACED FRAME � IL�• ❑CONCRETE MOMENT FRAME � PROPERTY ❑MASONRY WALL FRAME y J® W. - - - - - - - - - - - - - - - II 7�(p LINE TYP LL ❑CHER: �. ' �I L (N) OUTDOOR FIREPLACE 1 y ❑CONCRETE -0 In - UNDER SEPARATE PERMIT 1, . . I 1 (E) PL WALL 9 1 �^ ❑STEEL DECK ` (E) DEADMAN & 1 s owoo0 = O TIE-BACK WHERE 1 ❑O HER: r OCCUR TYP. SEE I m - - NOTES BELOW I FINAL N FINAL OBSERVATIONS REPORT 00P fdW951�I14LC99NA1W G9E0.21OIEGlmE0.114411 T CCI WW � � L - - - - J I I I I 'BJ � • W W . I — - - _L - - - - - _— - - J J J r —_ - -I r — ` —I —� am) z l` WWW ' (N) POOL AND I — ®7 Qy SPA UNDER (N) 36" DIA CONC �� �I I SEPARATE PERMIT CAISSON 1 W/(14)#11VERT & I ` I I L _ _ _ J j #4 CLOSED TIES @ (N) 1Ya"O DYWIDAG V THREADBAR TIE-ROD W W . . 6" O.C. TYP TYP (TOTAL OF 6) ` VIII - - - - - - - - - - -I- - - — — — — — — — — — — — — — — — — — — — - - - - J L - - - -- 1 — J - I c4 w 4� R rcrn WNW . — 1�.J Ji '� W \ - - - 1 — —r- —a � — — Q N) PLANTER' i W -T� F TYP (E) BULKHEAD/SEAWALL Q m U°24'03" L = I AT NEIGHBORING 0-I I Q 1- Q W 7I PROPERTY TO REMAIN APPLY DETAIL W- AT THE ENTIRE PERIMETER OF ANY Q Z m m K NP - -I- - - J I I I AND BE PROTECTED EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN J Q (E) BULKHEAD/SEAWALL SW- _ _ _ _ - I COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL AT NEIGHBORING I _ _ _ _ _ _ _ a J (n Q' PROPERTY TO REMAIN I - - - - - - - - - - - - - - - � Z I I — I I NOTES" ON SHEET S-0. a Q Q AND BE PROTECTED F I I - I I I I w d V I I INSIDE FACE OF III (E) COPING Li W _ _ z (N) CONC STEM WALL I i I I - - - - - - - - - - -I 2 NZ —___ II =-- - - - - -- - - - - - - _ _ — — J 0 l _ _ o 5 9'-05/8" 5'-0" OUTSIDE FACE OF 1 9'-05/8 9'-05/8 9'-05/8 9'-0/8 (E) COPING & (N) 5'-0" I 8 9 -�/8" - - - - - - - - - - - - - J STEM WALL - - - - - - - - - - - - - - - - - - - - - - - - I — - - - - - - - - NOTES: I � I / 1. CONTRACTOR TO VERIFY EXACT LOCATION OF THE i EXISTING TIE-BACKS AND NOTIFY ENGINEER OF 73'-43/8"± RECORD FOR POTENTIAL INTERFERENCE WITH Q PROPOSED CAISSONS. ADJUSTMENT OF CAISSONS LOCATIONS, IF REQUIRED, WILL BE PROVIDED BY THE Q �OR�N ENGINEER. 2. ALL EXISTING TIE-BACKS & DEADMEN SHALL REMAIN W PLATNG FORM AND AND IN ANDLACE DYWIDAGIL INSTALLATION THREADBARS IS OCAISSONS COMPLETED. Q NEWPORT BAY GANGWAY TO REMAIN 3. TIE-BACKS WHICH INTERFERE WITH THE PROPOSED (D () i�A POOL AND SPA CAN BE CUT AND REMOVED ON A Z O LATER DATE DURING POOL AND SPA CONSTRUCTION. J cc NZ SITE PLAN N.T.S. n w w m U U E BULKHEAD SEAWALL (E) SEAWALL, SEE SITE PLAN FOR LENGTH E BULKHEAD SEAWALL = Y 0 = W TO REMAIN AND BE TO REMAIN AND BE 00 Q W PROTECTED I K P (N) GLASS I PROTECTED w m Q W (N) CONC STEM WALL I SW GUARDRAIL TYP I PROPERTY LINE TYP U J m m 06 - - - - T. I­- (N) CONCH STEM WALL L Q Q O (E) CONC COPING z LU IL 0 Q i Q i I 0 0 0 (N) ANCHOR CONN TYP /w/ w o w I I I I I I I I I I I I I LL VJ N Z - - T — - -r - - 7 - - _T 7 — _ - -r - - - - 1 - - - -L 1 - - -11 - - - _ — 1 — _T 1 - - _T - - -I_T - -I- -I - - - 7I- - -I-I - - - �I- - - � - - - � - - I I I I I I I I I I I I I I I I I (N) CONCH CAISSON I I I BEYOND, TYP ; II ; I; I II II °_ — Q o II i li II II 00 0 (E) MUDLINE N N w I I I II-II Mil1=1 —III—III#FI i Ii i —I —II IB —I I= III I ISI —I —I it—III Iil i Ii I III—III=III—II1=1 II#1I r I =III = Iil , II - 1161 I h I I-; I I= I ISI I— - =IIII=III= ISI I =IIIT I 1 1 I; - = ISI =III=IIII— j I II ; I; II II SHEET OF I I I I I I I I I I 11 I I I I II I I I I I I I I I 11 I I I I 11 I I � I I I I I I I I I I I I I I I I - - L - - J - - 1 � - - � - - � �- - - 1 - - - - - - - 1L - - � - - - 1 - J - - J - - - - -L-- - - - - - - �I- - -I� - - - - - - �I- - - - - - - - - - - - J - W- 1 — L_____J L_____J L_____JL_____J L__-__J L_____J L_____J L_____J J W BULKHEAD/SEAWALL ELEVATION N.T.S. V a (N) GLASS GUARDRAIL & 10" R 4't ° CONT TOP RAIL w N CONC STEM WALL, SEE DETAIL PLANTER WIDTH VARY (N) BLDG WALL, CONC I- .R PER ARCHT MIN Y2" THICK FULLY TEMPERED - SLABS, WALL & Q N BIRD PROTECTION GLASS SHORING UNDER o . PANELS WITH MIN Fb=14 KSI. vN ¢ (N) OUTDOOR SEPARATE PERMIT o FIREPLACE UNDER SEPARATE PERMIT. 1 INSTALL CONT POLYVINYL d � o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _--CCC € 3/4" CHAMFER CHLORIDE SETTING BLOCK AT -I a _ — ' TYP �� T.O. N WALL ELEV=+10.60't F SEE PLAN FOR F — N ja BOT OF CONT 1Y2" WIDE X 3Y2" - LOCATION — — — — — — — — — — — — — J Tc EPDXY COATED DEEP GROOVE CENTERED AT NAVD88=+10.78' MLLW F—_ ~ ws z #4 CONT HORIZ CONC AND FILL ABOVE WITH — J w - ® MAX 12" O.C. "RAPID SET" OR "POR-ROC" o o — _ _ _ _ _ _ _ _ _ _ _ _ NON-SHRINK GROUT4� z o o g (N) 10" THICK �N E.G. 1- - - - - - - - - - - - - - - - - - - � 1 o v s z CAST-IN-PLACE ° Y2" "V" REVEAL T.O. (E) COPING ELEV=+8.54' NAVD88 _ — — — — — — — — — — — — — — — — — — — — — — — — — J j Q o CONC STEM © MAX 8'-0" -1 13 � a WALL W/#4 3" 1 1 3" O.C. EA FACE (2)#4 CLOSED v HIGHEST HIGH TIDE a .I I° ''IIII-III-III=III-III=III=III i, l n p o �I I1=1 1 EPDXY COATED CLR CLR TIES 2" O.C. o zo z =+7.50' M.LLW. .. (N) POOL AND w ADHESIVE VERT ° ABOVE TIE-BACK o SPA UNDER Q 12" O.C. EA a ° _ _ _ _ O — SEPARATE zo sm6 FACE 6" EMBED III co .I o '' 1 III=11 I— —III —I I—III—I I ' 1 PERMIT 1 w 3�a — — —III—III—III-II ' 1 I" � - - - - - - - - - - - - - - - - - - - - - - - - � 1 �g� E I< J 1 Z a a as rtrtR ww Q ng 1 I I MEAN HIGH TIDE 1 g =+4.65' M.L.LW. ` e (N) 1Y4" DYWIDAG 1 QROFESS/p aM — ,` THREADBAR ��J URISS C ° ) TIE-BK (4)#4 CLOSED PLAN & DETAIL Q�No.0 66947�� z I TIES ® 2" O.C. SEAL PANEL JOINTS AT a . ` I 1 Or, ° o BELOW TIE-BACK BAYWARD FACE OF PANELS ° TO AVOID SOIL MIGRATION sTgT OF CC +I 1 1 CA��F� k111 1 1 03/27/19 I '` �ITIII (N) REINFORCED • p [=11 CONC CAISSON, SEE ° MEAN LOWER LOW WATER III DETAILLNP T. CLOSED TIES =+0.00' M.L.LW. ae c I. PER CAISSONS _L n _ NOTE ON PLAN a° (E) SEAWALL 1 • LZI 'u r 1 PANEL TYP (E) SEAWALL — I°, r (E) MUDLINE i ` :a ° 1 1 ° a1 L- - - - - - - - - - - - - - a C ~ n I 1 I 1 =1TI=III-III-I II II II II IITII II I� z I a I � �I-til=til=1 i l=til=lil- ° J - - bb I = = -llllllllllil�iilil�ll� � � � L 1 I I I- — 11 1 A L 1 I— -H �L — 41 i DO °1 Q0 L > m cn 1 K U Q U I a TYPICAL SECTION N.T.S. — o (E) MUDLINEZ 0 2 6"f Q m Q w ° CORE DRILL (E) CONIC z Q W J —III—III= 5" SCH40 PVC SLEEVE COPING PER PLAN wJ n W' o - ° . i (1" MIN 6"f Q Q Q 1a ° DYWIDAG THREADBAR Typ a BLOCKOUT W 0- PER PER PLAN a BLOCKOUT CAISSON FOR z O w 1° °I BEARING PLATE a ANCHOR CONN. AFTER o N Z 1 1 1Y2"x10"O W/HOLES 1 a " ¢ SURFACE STRESSWITHEAT BONDING Ia ° 1 FOR GROUT TUBES Q' o + o AGENT AND FILL WITH I I; ^ RAPID SET NON-SHRINK GROUT oE3 GROUT TUBES fGROUT I ea es es e� eras TUBES o- d 1 _. . III=11 = 11=III= 11= ANCHOR NUT TYP I BEARING PLATE TYPICAL SECTION TYPICAL ELEVATION RAPID SET 1Y2"x10"O W/HOLES '. 4 ° a a NON-SHRINKRQ FOR GROUT TUBES ° GROUT SLEEVE TYP GROUT—2 Q �a CORRUGATED PVC SHEATHING SHOP la. SANDBAG VELOCITY REDUCER DETAIL o 1 GROUTED FULL LENGTH WITH THE W gal FOLLOWING GROUT MIX: 4 1 1 1 BAG (94 LBS.) TYPE III PORTLAND a 1 (N) CONC Q CEMENT CAISSON PER (D U L J 4.5-5 GAL WATER PLAN Z 0.75 LBS. INTRUSION AID LS C r co cn flo PLAN ONCPER TIE—BACK TO CAISSON & COPING CONNECTION , ,/2"=1'-0" N VELOCITY REDUCER DETAIL N.T.S. Q W W J Q 00 U TYP VERT REINF W PER CAISSONS = Y 2 NOTE ON PLAN ? NPm Q TWO ROWS OF SANDBAGS () in m m THREE BAGS HIGH J 3" CLR ONE ROW OF SANOBA S J ~ ~ NP TWO BAGS HIGH LL > W Q W Q > — ------------------------------ --------------------------------- ----T E--OF SLOPE z - ----- — Q ------------- ---------------- ----------- LL] Lu SLOPE 10� U) N Z 0 0 I 07 co Q > O cr CLOSED TIES CURB FACE, 100' MAX. ONE ROW OF � O SANDBAGS OR SPIRAL PER WHERE OCCURS TWO BAGS �I N w � 0 CAISSONS NOTE HIGH o w ON PLAN z z Y m Q � w ° ° NP VERT REINF TOE OF SLOPE PROTECTION DETAIL PER CAISSONS ° ° NOTE ON PLAN SHEET OF CONC CAISSON NOTE: z PER PLAN THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED — SECTION MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 ('1\ /� /—^ �J UNDER "EROSION CONTROL NOTES" ON SHEET S-0. J V \V/ L J W TYPICAL CAISSON REINFORCING 3/4"=1'-0" R I I I T I I I U I TOE OF SLOPE PROTECTION N.T.S. V sg Zoning Administrator-May 30,2019 Item No.4a-ADDITIONAL MATERIALS RECEIVED The Milan Panic Family Trust Residence(PA2019-033) May 29, 2019 City of Newport Beach i Zoning Administrator 100 Civic Center Drive Newport Beach, CA 92660 RE: The Milan Panic Family Trust Residence (Project File No. PA2019-033) Dear Zoning Administrator: j i We reside at 2106 E. Balboa Blvd. Upon reading the City of Newport Beach Zoning Adminstator Staff Report dated May 30, 2019, Agenda Item No.4,we have several concerns regarding the proposed construction project at 2104 E. Balboa Blvd(Project File No. PA2019- 033). We are concerned about the replacement of the existing seawall being properly engineered and built. The existing seawall is required to be repaired and raised over two feet to take it from 8.55 feet(NAVD 88)to 10.6 feet(NAVD 88). This is of great concern to us as our property adjoins their property. Our concern is based on prior history with the work that was performed at 2112 E.Balboa Blvd. in 2012. The construction performed in 2012 at 2112 E. Balboa Blvd., due to faulty construction,caused erosion and damage behind the seawall on our property. iAnother concern we have is in regards to their plans for a subterranean garage and basement and � the process of excavating the property to allow for an 8,559 square foot basement and garage. Given that this property is adjacent to our property,if this process is not properly engineered and constructed, it could cause sinking, settling and drainage problems to properties on both sides, as well as to East Balboa Blvd. We have not been able to review any engineering plans. Our concern with such a sizable subterranean basement is possible settlement and damage to adjacent properties and nearby public streets, similar to that experienced by the Crab Cooker recently as well as other residential properties, due to faulty construction of the adjacent development. An additional concern we have regarding their plans for a subterranean garage and basement is the possibility of flooding in the subterranean garage and basement. Will the 8,559 square feet basement have adequate plumbing and pump systems to prevent flooding on their property? If j not, it could compromise the foundation of my property as well as my plumbing systems. I 1 Zoning Administrator-May 30,2019 Item No.4a-ADDITIONAL MATERIALS RECEIVED The Milan Panic Family Trust Residence(PA2019-033) There are many engineering problems caused by the proposed construction project that have not been addressed yet and solutions to these engineering problems should be drawn up and approved by licensed structural and civil engineers. There have not been any engineering reports available for review,which prevents us from determining if these issues are being adequately addressed. Additionally, there was not a hydrology or flood report available for review. Sincerely, ' r Ric and an Lau e r e 2106 E. Balboa Blvd. Firstliahtl0(n7yahoo.com (949)650-9505 cc: Steve Kane,Esq. RCB:dfp i I a i i i Zoning Administrator-May 30, 2019 Item Nos. la,2a,3a,4b, 5a, 7a-ADDITIONAL MATERIALS RECEIVED May 30, 2019, Zoning Administrator Agenda Comments Comments submitted by: Jim Mosher( I immosher(aDyahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229) m 1- Draft Minutes of May 16, 2019 Pag middle paragraph of of 3: "Applicant Tom Bitney, on behalf of Uptown Newport, LP, stated th a had reviewed the staff report and concurs with the staff recommendation." Page 1, end o ragraph 2 of Item 8: "The project is consistent with the Jets lot's R-2 Zoning designation, which ws for two-unit residential development." Item 2. Pedicini Res" ence Coastal Development Permit No. CD2019-009 • In considering consistency wi the LCP, it seems relevant that the proposal to construct a single residence on a 3,578 square foot creates a density of 12.2 dwelling units per acre, which is within the range, 10.0-19.9 DU/AC, re ired for the RSD-C land use designation. • Although being built to the maximum allowa height, it is good to see the mass/footprint of the structure is less than allowed, leaving some roo r a private yard and not anticipating the adjacent public property can be used for that purpos . Item 3. Stack Residence Coastal Development rmit No. CD2018-110 • In considering consistency with the LCP, it seems relevant that the oposal to construct a single residence on a 30,524 square foot (0.7 acre) lot creates a density of 1. welling units per acre, which is within the range, 0-5.9 DU/AC, required for the RSD-A land use de ' nation. • It is good to see the digital simulations showing how the proposed development w Iter public views (Attachments ZA 4 and ZA 5). Although it may not be relevant to the present h ing, they make me wonder what is wrong with the existing house and why it needs to be replaced. Item 4. The Milan Panic Family Trust Residence Coastal Development • n considering consistency with the LCP, it seems relevant that the proposal to construct a single residence on this 13,628 square foot (0.31 acre) lot creates a density of 3.2 dwelling units per acre. Unless I have miscalculated, this is inconsistent within the density range of 6.0-9.9 DU/AC required by the CLUP for the RSD-B land use designation and quoted on page 1 of the staff report and in Section 1.6 of the resolution. • On page 2, in Table 1 (and at the top of page 10), the reference to a 3-car garage is a bit confusing since the applicant's own project description (on page 21) refers to a 6-car garage, and the drawings on pages 41 and 43 appear to show as many as 11 cars. • On page 3, the staff report says "The maximum bay water elevation is 7.7 feet (NA VD 88) and may exceed the current 8.55 feet (NAVD 88) top of bulkhead elevation during high tide or storm events." In other words, an 8.55 foot bulkhead does not provide entirely adequate protection when the "bay water elevation" is 7.7 feet. I am, therefore, unable to follow staff's reasoning that a 10.6 foot high bulkhead would provide adequate protection in a scenario in which the 7.7 feet increases to 10.6 feet. It would seem to me the new seawall would have to be at least as much over 10.6 feet as the present 8.55-foot wall is over 7.7 feet.