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HomeMy WebLinkAbout03_Devir Residence CDP_PA2021-012 CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 10, 2021 Agenda Item No. 3 SUBJECT: Devir Residence (PA2021-012) ƒ Coastal Development Permit No. CD2021-004 SITE LOCATION: 508 Via Lido Nord APPLICANT: Brandon Architects OWNER: John and Tina Devir PLANNER: Liz Westmoreland, Associate Planner 949-644-3234 or lwestmoreland@newportbeachca.gov LAND USE AND ZONING x General Plan Land Use Plan Category: RS-D (Single Unit Residential Detached) x Zoning District: R-1 (Single-Unit Residential) x Coastal Land Use Plan Category: RSD-C (Single Unit Residential Detached – (10.0- 19.9 DU/AC) x Coastal Zoning District: R-1 (Single-Unit Residential) PROJECT SUMMARY A coastal development permit to demolish an existing single-family residence and construct a new single-family residence of 3,090 square feet with an attached 473-square foot-garage. The structure would reach a height of approximately 24 feet and includes two-stories. The existing bulkhead would be raised to 10.9 feet (NAVD88) and the tiebacks and deadmen would be replaced. The project also includes additional appurtenances such as site walls, fences, patios, landscaping, and drainage devices. The design complies with all development standards including height, setbacks, and floor area limit, and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2021-004 (Attachment No. ZA 1). 1 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 2 Tmplt: 07/25/19 DISCUSSION Land Use and Development Standards x The subject property is located in the R-1 Coastal Zoning District, which provides for single-unit residential development and is consistent with the City’s Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required, and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. x The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with one- and two-story, single-family residences, as evidenced in Figure 1. 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. Figure 1 – Aerial Imagery Subject Property 2 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 3 Tmplt: 07/25/19 x The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 – Development Standards Development Standard Standard Proposed Setbacks (min.) Front (Bay) 10 feet 15 feet (first floor) 10 feet (second floor) Sides 3 feet 3 feet Front (Street) 4 feet 4 feet Allowable Floor Area (max.) 4,368 square feet 3,563 square feet Allowable 3rd Floor Area (max.) 436 square feet 0 square feet Open Space (min.) 327 square feet 331 square feet Parking (min.) 2-car garage 2-car garage Height (max.) 24-foot flat roof 29-foot sloped roof 24-foot sloped roof Hazards x The development fronts the Newport Bay and is protected by a bulkhead. A bulkhead conditions report was prepared by PMA Consulting, Inc. on December 28, 2020. The report concluded that the bulkhead is in good condition with minor horizontal and diagonal cracks and should be repaired and reinforced through the installation of new tiebacks and new deadmen. The installation of the tiebacks and deadmen will occur after the demolition of the existing home is complete and prior to the construction of the new home. Once the bulkhead is reinforced in accordance with the enclosed drawings, no repair or replacement of the bulkhead is anticipated within the next 75 years. x A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated May 28, 2021, for the project. The current maximum bay water elevation is 7.7 feet (NAVD88) (North American Vertical Datum of 1988) and may exceed the existing 7.63 feet (NAVD88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 3.0-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 10.70 feet (NAVD88) - (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing seawall/bulkhead is raised and reinforced per the report’s recommendations, flooding, wave runup, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. Flood shields (sandbags and other barriers) can be deployed across the openings to protect and prevent 3 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 4 Tmplt: 07/25/19 flooding to the structure. The report concludes that the proposed project will be reasonably safe from flooding hazards for the next 75 years. x On March 23, 2021, the City Council approved updated Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. The guidelines require that any structure permitted within the years 2021 through 2025 have a minimum elevation of 10.9 feet (NAVD88) with a design for adaptability elevation of 14.4 feet (NAVD88). The project has been conditioned to raise the bulkhead to an elevation of 10.9 feet (NAVD88). While the original design adaptability elevation for the bulkhead was 13.7 feet (NAVD88), PMA Consulting has confirmed the bulkhead can be raised up to 14.4 feet (NAVD88) if needed and in compliance with the updated guidelines as depicted in Attachment ZA 3. x The finished floor elevation of the proposed single-family residence is 11.15 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation will not exceed the proposed finished floor for the anticipated 75-year life of the structure. x Pursuant to Newport Beach Municipal Code (NBMC) Section 21.30.030(C)(3)(i)(iv) – (Natural Landform and Shoreline Protection - Development Standards), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) – (General Site Planning and Development Standards - Waterfront Development). Both requirements are included as conditions of approval that will need to be satisfied prior to final building inspection, and prior to the issuance of building permits, respectively. x The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 4 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 5 Tmplt: 07/25/19 Water Quality x The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. x Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A preliminary WQHP has been prepared on January 20, 2021 for the project by Forkert Engineering & Surveying, Inc. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Public Access and Views x 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 across the bay at Kings Road Park and is not visible from the site. As currently developed, the existing property and other residences along the bay and Via Lido Nord are located within the view shed of the park and bay. However, 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 x The front of the residence, which is visible from the bay, provides additional setbacks for the first floor and the living areas on the second floor, with the second- floor balcony at the setback line. The proposed residence includes two stories and reaches a maximum height of 24 feet, where three stories and a maximum height of 29 feet is allowed per the NBMC. Lastly, the design includes modulation of volume throughout the structure and low front site walls that prevent the appearance of the site being walled off from the bay. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to existing public views. x The project site is located between the nearest public road and the sea or shoreline. Implementation Plan Section 21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on standard R-1 lot with a new single-family residence. Therefore, 5 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 6 Tmplt: 07/25/19 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. x Vertical and lateral access to the bay and beach is available 715 feet northwest of the property at Genoa Park, which is the terminus of Via Genoa. Lateral access is available along the beach in front of Genoa Park. Additional vertical access points to the water are located at the terminus of Via Koron and Via Ithaca. The project does not include any features that would obstruct access along these routes. ENVIRONMENTAL REVIEW This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Division 6, 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. Class 3 exempts the demolition of up to three single-family residences and construction of up to six dwelling units in urbanized areas. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,090-square- foot single-family residence and attached 473-square-foot garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 (Appeal to the Coastal Commission) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. 6 Devir Residence (PA2021-012) Zoning Administrator, June 10, 2021 Page 7 Tmplt: 07/25/19 Prepared by: ______________________________ Liz Westmoreland, Associate Planner JM/lw Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 7 Attachment No. ZA 1 Draft Resolution 8 05-14-19 RESOLUTION NO. ZA2021-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2021-004 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED 2-CAR GARAGE LOCATED AT 508 VIA LIDO NORD (PA2021-012) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Brandon Architects, with respect to property located at 508 via Lido Nord, requesting approval of a coastal development permit. 2. The lot at 508 Via Lido Nord is legally described as Lot 495 of Tract No. 907 in the City of Newport Beach, Orange County, California. 3. The applicant proposes to demolish an existing single-family residence and construct a new single-family residence of 3,090 square feet with an attached 473-square-foot garage. The structure would reach a height of approximately 24 feet and includes two (2)-stories. The existing bulkhead would be raised to 10.9 feet (NAVD88) and the tiebacks and deadmen would be replaced. The project also includes additional appurtenances such as site walls, fences, patios, landscaping, and drainage devices. The design complies with all development standards including height, setbacks, and floor area limit, and no deviations are requested. 4. 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. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD-C (Single Unit Residential Detached – (10.0-19.9 DU/AC) and it is located within the R-1 (Single-Unit Residential) Coastal Zoning District. 6. A public hearing was held online on June 10, 2021, observing restrictions due to the Declaration of a State Emergency and Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code (NBMC). Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Division 6, Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or 9 Zoning Administrator Resolution No. ZA2021-### Page 2 of 10 02-03-2020 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 (3) single-family residences and construction of up to six (6) dwelling units in urbanized areas. The proposed project consists of the demolition of one (1) single-family residence and the construction of a new 3,090-square-foot single-family residence and attached 473-square-foot garage. 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, 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 4,368 square feet and the proposed floor area is 3,563 square feet. b. The proposed development provides the minimum required setbacks, which are 4 feet along the front property line abutting Via Lido Nord, 3 feet along each side property line and 10 feet along the rear property line abutting the Bay. c. The highest guardrail and ridge are less than 24 feet from established grade (11.76 feet NAVD88), which complies with the maximum height requirements. d. The project includes garage parking for a total of two (2) vehicles, complying with the minimum two (2)-car garage parking requirements for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two (2)-story single-family and multi- family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development. 10 Zoning Administrator Resolution No. ZA2021-### Page 3 of 10 02-03-2020 3. The development fronts the Newport Bay and is protected by a bulkhead. A bulkhead conditions report was prepared by PMA Consulting, Inc. on December 28, 2020. The report concluded that the bulkhead is in good condition with minor horizontal and diagonal cracks and should be reinforced through the installation of new tiebacks and new deadmen. The installation of the tiebacks and deadmen will occur after the demolition of the existing home is complete and prior to the construction of the new home. Once the bulkhead is reinforced in accordance with the enclosed drawings, no repair or replacement of the bulkhead is anticipated within the next 75 years. 4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, Inc. dated May 28, 2021, for the project. The current maximum bay water elevation is 7.7 (NAVD88) - (North American Vertical Datum of 1988 (NAVD88) and may exceed the existing 7.63 feet (NAVD88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 3.0-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 10.65 feet (NAVD88) - (the likely range for sea level rise over 75-year design life of the structure based on low risk aversion estimates for sea level rise provided by the State of California, Sea Level Rise Guidance: 2018 Update). Once the existing seawall/bulkhead is raised and reinforced per the report’s recommendations, flooding, wave runup, and erosion will not significantly impact this property over the proposed 75-year economic life of the development. Flood shields (sandbags and other barriers) can be deployed across the openings to protect and prevent flooding to the structure. The report concludes that the proposed project will be reasonably safe from flooding hazards for the next 75 years. 5. The project has been conditioned to raise the bulkhead to a minimum elevation of 10.9 feet (NAVD88), with a design for adaptability elevation of 14.4 feet (NAVD88), in compliance with the City of Newport Beach Waterfront Project Design Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. 6. The finished floor elevation of the proposed single-family residence is 11.15 feet (NAVD88), which complies with the minimum 9.00 feet (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.7 feet NAVD88) will not exceed the proposed finished floor for the anticipated 75-year life of the structure. 7. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv) – (Natural Landform and Shoreline Protection - Development Standards), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c) – (General Site Planning and Development Standards - Waterfront Development). Both requirements are included as conditions of approval that will need to be satisfied prior to final building inspection, and prior to the issuance of building permits, respectively. 11 Zoning Administrator Resolution No. ZA2021-### Page 4 of 10 02-03-2020 8. 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. 9. The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. 10. Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A preliminary WQHP has been prepared on January 20, 2021 for the project by Forkert Engineering & Surveying Inc. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 11. Proposed landscaping complies with Implementation Plan Section 21.30.075 (Landscaping). 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. 12. 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 across the bay at Kings Road Park and the site is only slightly visible from the park. As currently developed, the existing property and other residences along the bay and Via Lido Nord are located within the view shed of the park and bay. However, 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. 13. The front of the residence, which is visible from the bay, provides additional setbacks for the first floor and the living areas on the second floor, with the second-floor balcony at the setback line. The proposed residence includes two (2) stories and reaches a maximum height of 24 feet, where three (3) stories and a maximum height of 29 feet is allowed per the NBMC. Lastly, the design includes modulation of volume throughout the structure and low front site walls that prevent the appearance of the site being walled off from the bay. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to existing public views. 12 Zoning Administrator Resolution No. ZA2021-### Page 5 of 10 02-03-2020 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 (Determination of Public Access/Recreation Impacts) requires that the provision of public access bear a reasonable relationship between the requirement and the project’s impact and be proportional to the impact. In this case, the project replaces an existing single-family residence located on standard R-1 lot with a new single-family residence. 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 and lateral access to the bay and beach is available 715 feet northwest of the property at Genoa Park, which is the terminus of Via Genoa. Lateral access is available along the beach in front of Genoa Park. Additional vertical access points to the water are located at the terminus of Via Koron and Via Ithaca. 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 finds this project is categorically exempt from the California Environmental Quality Act pursuant to Section 15303 under Class 3 (Conversion or Construction of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a significant effect on the environment. 2. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2021-004, subject to the conditions set forth in Exhibit “A,” which is attached hereto and incorporated by reference. 3. This action shall become final and effective 14 days following the date 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 (Appeal to the Coastal Commission.) of the City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. 13 Zoning Administrator Resolution No. ZA2021-### Page 6 of 10 02-03-2020 PASSED, APPROVED, AND ADOPTED THIS 10TH DAY OF JUNE, 2021 _____________________________________ Matthew Schneider, Zoning Administrator 14 Zoning Administrator Resolution No. ZA2021-### Page 7 of 10 02-03-2020 EXHIBIT “A” CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. The existing seawall shall be capped to a minimum elevation of 10.90 feet NAVD88, with a design adaptability of 14.4 feet NAVD88, in compliance with the City of Newport Beach Waterfront Project Guidelines and Standards, Harbor Design Criteria Commercial & Residential Facilities. 3. The existing seawall shall be reinforced in accordance with the recommendations provided in the Bulkhead Conditions Report and Coastal Hazards Report and Sea Level Rise Analysis prepared by PMA Consulting, Inc, dated December 28, 2020 and May 28, 2021 respectively. All improvements shall occur landward of the existing bulkhead. 4. Prior to final building permit inspection, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 5. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney’s fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s approval of development. This letter shall be scanned into the plan set prior to building permit issuance. 6. 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. 7. 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. 8. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit “A” shall be incorporated into the Building Division and field sets of plans. 15 Zoning Administrator Resolution No. ZA2021-### Page 8 of 10 02-03-2020 9. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the approved CPPP and WQHP/WQMP and any changes could require separate review and approval by the Building Division. 10. 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. 11. 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. 12. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 13. This Coastal Development Permit does not authorize any development seaward of the private property. 14. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of native birds pursuant to MBTA: A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one (1) or two (2) short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 15. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Erosion Control Plan. 16 Zoning Administrator Resolution No. ZA2021-### Page 9 of 10 02-03-2020 16. 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. 17. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stockpiles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 18. 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. 19. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 20. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 21. 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. 22. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 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. CD2021-004 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and 17 Zoning Administrator Resolution No. ZA2021-### Page 10 of 10 02-03-2020 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 Devir Residence including, but not limited to, Coastal Development Permit No. CD2021-004 (PA2021-012). 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. 18 Attachment No. ZA 2 Vicinity Map 19 VICINITY MAP Coastal Development Permit No. CD2021-004 PA2021-012 508 Via Lido Nord Subject Property 20 Tmplt: 07/25/19 Attachment No. ZA 3 Project Plans 21 BRANDON ARCHITECTSDATET-1.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCETITLE SHEET151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.71SHEET LIST5SITE INFORMATION4AGENCIES & SERVICES508 VIA LIDO NORD, NEWPORT BEACH CA 92663DEVIR RESIDENCE9DEFERRED SUBMITTALS8SPECIAL INSPECTIONS2PROJECT DIRECTORY3CODE INFORMATION6SHORING & EXCAVATIONPROJECT STATISTICSVICINITY MAP11PROJECT DESCRIPTION10BRANDON ARCHITECTS, INC.OWNER JOHN & TINE DEVIR 508 VIA LIDO NORD NEWPORT BEACH, CA 92663 P: 949.922.5303 E: JDEVIR@GMAIL.COMCIVIL ENGINEER TOM RUIZ, P.E. FORKERT ENGINEERING, INC. 22311 BROOKHURST ST., SUITE 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 E: TOMR@FORKERTENGINEERING.COMLANDSCAPE DESIGNER DAVID PEDERSEN DAVID A. PEDERSEN, INC. 20271 ACACIA ST., SUITE 120 NEWPORT BEACH, CA 92660 P: 949.251.8999 E: DPLANDSCAPE.COMARCHITECT BRANDON ARCHITECTS, INC. CHRISTOPHER BRANDON, AIA PRINCIPAL 151 KALMUS DRIVE, SUITE G-1 COSTA MESA, CA 92626 P: 714.754.4040 E: ELIZABETH@BRANDONARCHITECTS.COM WWW.BRANDONARCHITECTS.COMSTRUCTURAL ENGINEER PLAMAN BORISSOV PETROV, P.E. PMA CONSULTING, INC. 28161 CASITAS CT. LAGUNA NIGUEL, CA 92677 P: 714.717.7542 E: P.PETROV@PMA-BG.COMINTERIOR DESIGNER BLACKBAND DESIGN 3198 AIRPORT LOOP #E COSTA MESA, CA 92626 P: 949.872.2234 WWW.BLACKBANDDESIGN.COMTITLE 24 CONSULTANT ENERGY CODE WORKS, INC. 2600 MICHELSON DR., SUITE 1700 IRVINE, CA 92612 P: 800.700.01311. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPARATE SUBMITTAL (FOR H.O.A. PURPOSES).2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS ANDPERMITS.3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50DBA (55DBAWITH TIMER, 65DBA WITH TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OROPENING.4. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TOSUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION.5. A NOTICE OF INTENT TO DEMOLISH SHALL BE SENT VIA CERTIFIED MAIL TO ADJACENT PROPERTY OWNER(S). SIGNED RETURNRECEIPT MUST BE PROVIDED TO THE BUILDING DIVISION AT THE TIME OF PERMIT ISSUANCE. DEMOLITION MAY COMMENCE 30 DAYSAFTER THE DATE OF NOTIFICATION PER NEWPORT BEACH MUNICIPAL CODE SECTION 15.02.120.NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TOSUBMITTAL TO LOCAL AGENCY FOR REVIEW.C.N.B. NOTE: CHRISTOPHER BRANDON, PRINCIPAL ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THEPROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASEDAND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010)GENERAL CONTRACTOR ANDREW PATTERSON PATTERSON CUSTOM HOMES 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800SURVEYOR PAUL CRAFT, LIC.# 8516 APEX LAND SURVEYING, INC. HUNTINGTON BEACH, CA 92646 P: 714.488.5006 E: APEXLSINC@GMAIL.COMSOILS ENGINEER COAST GEOTECHNICAL, INC. W.O. # 593320-01, MAY 4, 2020 1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 P: 714.870.1222CODES      NBMC (NEWPORT BEACH MUNICIPAL CODE      CODES: 2019 CRC, 2019 CFC, 2019 CEC, AND 2019 CMC      CAL GREENOCCUPANT LOAD 1 UNITOCCUPANCY CLASSIFICATION  R-3/UOCCUPANCY SEPARATION (GARAGE) 1-HRFLOOR & FLOOR-CEILING N/ATYPE OF CONSTRUCTION  VB - SPRK'RFIRE SPRINKLER  YESHEIGHT 2 LEVELSFLOOR AREA REF.9/T-1.0ALLOWABLE BLDG. AREA (PER CBC TBL.503) N/A1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS1. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TOPROVIDE A COPY OF OSHA PERMIT.2. CONTRACTOR SHALL USE THE CITY STANDARD FORM ‘30-DAY NOTICE OF INTENT TO EXCAVATE’ TO NOTIFY ADJACENT PROPERTYOWNERS BY CERTIFIED MAIL 30 DAYS PRIOR TO STARTING EXCAVATION OR SHORING. CITY STANDARD FORM CAN BE OBTAINED AT:HTTP://WWW.NEWPORTBEACHCA.GOV/HOME/SHOWDOCUMENT?ID=17395DIG ALERT:         1.800.227.2600SOUTHERN CALIFORNIA EDISON:       1.714.895.0246SOUTHERN CALIFORNIA GAS:        1.800.427.2000CITY WATER & SEWER:        1.949.644.3011PACIFIC BELL TELEPHONE:        1.800.750.2355CITY OF NEWPORT BEACHPUBLIC WORKS DEPT.:         1.949.644.3311CITY OF NEWPORT BEACH PLANNING DEPT.:GENERAL INFOMATION:         1.949.644.3200ZONING INFORMATION:        1.949.644.3204CITY OF NEWPORT BEACH BUILDING DEPT.:GENERAL:          1.949.644.3275PERMITS:          1.949.644.3288INSPECTIONS:         1.949.644.3255NEWPORT BEACH FIRE DEPARTMENT:       1.949.644.3106ORANGE COUNTY HEALTH SERVICES:       1.714.834.3882LEGAL DESCRIPTIONAPN: 423-191-02LOT 495, TRACT NO. 907, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIAM.M. 28/25-36LOT INFORMATIONZONED: R-1SITE AREA: 3,150 S.F.BUILDABLE AREA: 2,184 S.F.TOTAL ALLOWABLE AREA (CITY): 2 x 2,184 S.F. = 4,368 S.F.TOTAL ALLOWABLE AREA (HOA): 1.7 x 2,184 S.F. = 3,712.80 S.F.TOTAL OPEN AREA REQUIRED (CITY): .15 x 2,184 S.F. = 327.60 S.F.TOTAL OPEN AREA PROVIDED (CITY): 331 S.F. > 327.60 S.F.TOTAL OPEN AREA PROVIDED (HOA): 331 S.F. > 327.60 S.F.TOTAL LANDSCAPE AREA: 241 S.F. < 500 S.F.EXISTING BUILDING INFORMATIONEXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHEDEXISTING S.F. 3,171 S.F. (4 BEDS. TTL.)ZONING INFORMATIONFRONT SETBACK:  4 FT. (VIA LIDO NORD FRONTAGE)REAR SETBACK:  10 FT. (HARBOR FRONTAGE)LEFT SETBACK:  3 FT.RIGHT SETBACK:  3 FT.THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA IN THE AREA KNOWN AS LIDO ISLAND ON THE NORTH SIDE WATERFRONTON VIA LIDO NORD. THE LOT IS APPROXIMATELY 30’ WIDE BY 105’ DEEP, IT IS ZONED AS R-1. THE PROPERTY INCLUDES AN EXISTINGSINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. THE CLIENT PROPOSES TO BUILD A NEW 2-STORY SINGLE FAMILYRESIDENCE OF APPX. 3,563 S.F. INCLUDING AN ATTACHED 2-CAR GARAGE OF APPX. 473 S.F., WOOD FRAMED WITH A SLAB ON GRADEFOUNDATION. THE PROJECT WILL BE OF A TRANSITIONAL DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLEINDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN ‘OPEN’ LIVING PLAN WHICH MAXIMIZES OCEAN HARBOR VIEWS FROMLIVING SPACES AS WELL AS OUTDOOR PATIOS AND BALCONIES. THE EXTERIOR WILL BE PRIMARILY STONE VENEER AND WOOD SIDING,WITH NATURAL SLATE ROOFING. THE DESIGN CONSISTS OF A MASTER SUITE WITH EN-SUITE BATH AND WALK-IN-CLOSET, THREE (3)SECONDARY BEDROOMS WITH EN-SUITE BATHS, LAUNDRY, MUD ROOM, KITCHEN WITH A WALK-IN-PANTRY, DINING, GREAT ROOM,MECHANICAL/SYSTEMS CLOSET, AND AN ELEVATOR.TRUE NORTH PROJECT NORTHHOA NOTE:A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AFTER ROOF FRAMING AND INSTALLATION OF ROOF MATERIAL.MEASURE SHALL BE TAKEN FROM THE AVERAGE CURB HEIGHT OF 11.92'.SHEET INDEXTITLE / GENERAL NOTESSURVEYGRADING/CIVIL DRAWINGSSEAWALLLANDSCAPE DRAWINGSARCHITECTURAL SITE PLANS3D VIEWSPLANSROOF PLANEXTERIOR ELEVATIONSARCHITECTURAL SECTIONST-1.0T-1.1T-1.2T-1.3SURC2C4SW-0SW-1SW-2L-1L-2L-3L-4L-5L-6L-7L-8A-0.1A-0.3A-0.4A-0.5A-1.0A-2.0A-2.1A-3.0A-4.0A-4.1A-5.0A-5.1TITLE SHEETARCHITECTURAL GENERAL NOTESSUPPLEMENTAL DOCUMENTS & NOTESCALGREEN STANDARDS CODE (JAN. 2020, AUG. 2019 SUPP'L.)TOPOGRAPHIC SURVEYPRECISE GRADING PLANEROSION CONTROL PLANSTRUCTURAL GENERAL NOTES & VICINITY MAPSITE PLAN & ELEVATIONDETAILSCOVER SHEETCONSTRUCTION PLANCONSTRUCTION DETAILSLIGHTING PLANIRRIGATION PLANIRRIGATION DETAILSPLANTING PLANIRRIGATION AND PLANTING SPECIFICATIONSARCHITECTURAL SITE PLAN & GRADE PLAN EXHIBITSLAB EDGE PLANAREA PLANSAVERAGE ROOF HEIGHT EXHIBITS3D VIEWSFLOOR PLANSDIMENSION PLANSROOF PLANEXTERIOR ELEVATIONSEXTERIOR ELEVATIONSARCHITECTURAL SECTIONSARCHITECTURAL SECTIONSBUILDING AREA SCHEDULELIVING FIRST FLOOR LIVING   1,413 S.F. SECOND FLOOR LIVING  1,677 S.F.3,090 S.F.GARAGE 2-CAR GARAGE   473 S.F. 473 S.F.GRAND TOTAL  3,563 S.F.ROOF AREA SCHEDULEFLAT FLAT ROOF   157 S.F. 157 S.F.SLOPE SLOPED ROOF   1,653 S.F.1,653 S.F.GRAND TOTAL  1,810 S.F.OUTDOOR AREA SCHEDULE (HOA)FIRST FLOOR FIRST FLOOR   128 S.F. 128 S.F.SECOND FLOOR SECOND FLOOR   203 S.F. 203 S.F.GRAND TOTAL   331 S.F.LANDSCAPE AREA SCHEDULE PLANTED   241 S.F.GRAND TOTAL   241S.F. < 500 S.F.HOA BUILDING AREA SCHEDULELIVING FIRST FLOOR LIVING   1,413 S.F. SECOND FLOOR LIVING  1,677 S.F. HOA ADDITIONAL   109 S.F.3,199 S.F.GARAGE 2-CAR GARAGE   473 S.F. 473 S.F.GRAND TOTAL  3,672 S.F.OUTDOOR AREA SCHEDULE (CITY)FIRST FLOOR PATIO    138 S.F.  138 S.F.SECOND FLOOR REAR BALCONY   193 S.F. 193 S.F.GRAND TOTAL   331 S.F.22 BRANDON ARCHITECTSDATET-1.1PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEARCHITECTURALGENERAL NOTES151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.&  AND.  ANGLE@   AT   C.L.   CENTERLINE   DIAMETER, ROUND  .  PERPENDICULAR#   POUND OR NUMBER A.B.  ANCHOR BOLTABV.   ABOVE  A/C.  AIR CONDITIONINGA.C.  ASPHALT CONCRETEACOUS  ACOUSTICALA.D.  AREA DRAINADH.   ADHESIVEADJ.   ADJUSTABLE, ADJACENTAL.  ALUMINUMALT.  ALTERNATEANOD.  ANODIZEDA.P.  ACCESS PANELAPPX.   APPROXIMATEAPPV'D.   APPROVEDARCH.  ARCHITECTURAL,ARCHITECTASB.   ASBESTOSASSY.  ASSEMBLYAUTO.  AUTOMATIC B.  BATHROOMBD.  BOARDBEL.   BELOWBET.  BETWEENBIT.   BITUMINOUSBLDG.  BUILDINGBLK.   BLOCK BLK'G.  BLOCKINGBM.   BEAM B.O.  BY OWNER, BY OTHERSBOT.   BOTTOM   BR.  BEDROOMB.W.  BACK OF WALL, BOTTOM OF WALLCAB.   CABINETC.B.  CATCH BASINC.B.C.   CALIFORNIA BUILDING CODEC.R.C.   CALIFORNIA RESIDENTIAL CODECEM.  CEMENT   C.G.  CORNER GUARDCHAN.  CHANNEL   CHG.  CHANGEC.I.   CAST IRON   C.J.   CONTROL / CONSTRUCT./CEILING JOINTCLG.   CEILING   CLKG.   CAULKINGCLR.  CLEAR, CLEARANCE  CNTR.  COUNTERCONC.  CONCRETE  COND.  CONDITIONCONST.   CONSTRUCT, CONSTRUCTIONCORR.  CORRIDOR, CORROSIVECTSK.   COUNTER SINK, COUNTERSUNKCTR.   CENTERDBL.   DOUBLE   DECO.  DECORATIVEDEPT.   DEPARTMENTDET.   DETAILD.F.  DRINKING FOUNTAIN, DOUGLAS FIRDIA.  DIAMETERDIAG.   DIAGONAL   DIM.   DIMENSIONDN.   DOWN   DR.   DOORD.S.  DOWNSPOUT  D.S.P.   DRY STANDPIPEDWG.   DRAWING(S)E.   EXISTING, EAST, ENTRY, EACHE.J.   EXPANSION JOINTELEC.   ELECTRIC, ELECTRICAL ELEV.  ELEVATOREMER.  EMERGENCY  ENCL.   ENCLOSED, ENCLOSUREE.P.  ELECTRICAL PANEL, END POINTEQ.   EQUALEQV.   EQUIVALENT  EQUIP.  EQUIPMENTE.W.  EACH WAY  EXH.   EXHAUSTEXPO.  EXPOSED   EXT.   EXTERIORE.G.  EXISTING GRADEF.  FIXED   F.A.   FIRE ALARMFAC.   FACTORY   F.C.O.   FLOOR CLEAN OUTF.D.  FLOOR DRAIN  FDN.   FOUNDATIONF.E.   FIRE EXTINGUISHER  F.E.C.   FIRE EXTINGUISHER CABINETF.G. FINISH GRADE  FIX./FIXT.   FIXTUREF.J.  FLOOR JOIST  F.L.  FLOW LINEFLASH.   FLASHING   FLR.  FLOORFLUOR.   FLUORESCENT  F.O.C.   FACE OF CONCRETE/CURBF.O.F.  FACE OF FINISH  F.O.S.  FACE OF STUD / STRUCTURE / SHEATHINGF.O.M.  FACE OF MASONRY FP.   FIREPLACEF.S.   FLOOR SINK, FINISH SURFACEFT.  FOOT, FEET FTG.   FOOTING  FURR.  FURRING  FUT.  FUTURE  F.V.   FIELD VERIFYGA.   GAUGE  GALV.   GALVANIZEDG.B.  GRAB BAR, GRADE BEAM G.C.  GENERAL CONTRACTORGEN.  GENERAL   G.F.I.  GROUND FAULT INTERRUPTG.I.  GALVANIZED IRON  G.L.B.   GLU-LAM BEAMGND.  GROUND   GR.   GRADEGYP.   GYPSUM   G.P.  GRADE PLANEH./HT.  HIGH, HEIGHT  H.B.  HOSE BIBBH.C.  HOLLOW CORE  HD.   HARD, HEADHDR.  HEADER   HDWD.  HARDWOODHDWR.  HARDWARE  H.M.  HOLLOW METALHORIZ.   HORIZONTAL  HR.   HOURHVAC  HEATING VENTILATING AIR    CONDITIONINGABBREVIATIONSI.D.   INTERIOR DESIGNER, INSIDE DIAMETER/DIMENSIONIN.  INCH  INSUL. INSULATIONINT.  INTERIOR   INV.  INVERT/INVERTEDJAN.   JANITOR   JT.  JOINTJST.  JOISTKIT.   KITCHENL.  LOW, LINEN  L.A.   LANDSCAPED AREALAB.   LABORATORY  LAM.   LAMINATEDLAV.   LAVATORY  LBS.  POUNDSLFA.  LOAD FROM ABOVE L.H.   LEFT HANDLKR.  LOCKER   LT.  LIGHTLUM.   LUMINOUS, LUMENSMAINT.   MAINTENANCE  MAS.  MASONRYMAT.   MATERIAL   MAX.  MAXIMUMM.B.  METAL BOLT  M.C.  MEDICINE CABINETMECH.  MECHANICAL  MEMB.  MEMBRANEMET./MTL.  METAL  MFGR.  MANUFACTURERM.H.   MANHOLE   MIN.  MINIMUMMIR.   MIRROR   MISC.  MISCELLANEOUSM.O.  MASONRY OPENING  MT.   MOUNTEDMUL.   MULLIONN.   NEW, NORTH  NAT.  NATURALN.I.C.  NOT IN CONTRACT, CONTACTN.G.  NATURAL GRADENO.   NUMBER   NOM.  NOMINALN.T.S.   NOT TO SCALEO/.  OVER  O.A.  OVERALLOBS.   OBSCURE   O.C.  ON CENTERO.D.  OUTSIDE DIAMETER, DIMENSIONO.F.D.   OVERFLOW DRAINOFF.  OFFICE  OPNG.  OPENINGOPP.   OPPOSITEPERIM.   PERIMETER  PL.  PROPERTY LINE, PLATEP.LAM.   PLASTIC LAMINATE  PLAS.  PLASTERPLUMB.   PLUMBING   PLYWD.   PLYWOODPNT.  PAINT(ED)   P.O.C.  POINT OF CONTACT, CONNECTIONPR.   PAIR  PROJ.   PROJECTIONPSL.  PARALLEL STRAND LAMINATEPT.   POINTR.A.  RETURN AIR  RAD.   RADIUSR.D.  ROOF DRAIN  R.D.L.  ROOF DRAIN LEADERRECPT.  RECEPTACLE  RECT.   RECTANGLE, RECTANGULARREF.  REFERENCE  REFR./R.   REFRIGERATORREG.  REGULAR, REGISTER REINF.   REINFORCE(D), REINFORCEMENTREQ'D.   REQUIRED  RESIL.  RESILIENTRET.  RETAIN(ING), RETURN RM.  ROOMR.O.  ROUGH OPENING  R.R. ROOF RAFTERRWD.   REDWOODS.  SOUTH   S.A.  SUPPLY AIRS.C.  SOLID CORE  S.C.D.   SEAT COVER DISPENSERSCHED.   SCHEDULE  S.D.  SUBDRAIN, SOAP DISPENSERSEC.   SECTION   SEL.  SELECT(ED)SH.  SHELF   SHT.  SHEETSHT'G.  SHEATHING  SIM.  SIMILARSIMP.  SIMPSON   S.J.   SOFFIT JOISTS.S.  STAINLESS STEEL  S.SK.  SERVICE SINKSTA.   STATION   STD.  STANDARDSTL.  STEEL   STOR.  STORAGESTRUCT.   STRUCTURE, STRUCTURALSUSP.   SUSPEND(ED)SYM.  SYMMETRICAL  SYS.  SYSTEMT.  TREAD, TRASH  T.C.  TOP OF CURBT.CL.   TIME CLOCK  TEL.  TELEPHONETEMP.  TEMPERED  TER.  TERRAZZOT & G  TONGUE & GROOVE  THK.  THICK, THICKNESST.P.   TOP OF PAVING  T.PL.   TOP OF PLATET.O.S.  TOP OF STRUCTURE, SHEATHING, SLABTRANS.   TRANSFORMERT.S.   TOP OF STEP  T.W.  TOP OF WALLTYP.  TYPICALU.   UNDER  U.B.C.   UNIFORMBUILDING CODEU.G.  UNDERGROUND  U.L.   UNDERWRITER'S LABORATORYUNF.   UNFINISHED  U.N.O.  UNLESS NOTED OTHERWISEUR.   URINALV./VERT.   VERTICAL  VENT.   VENTILATION, VENTILATINGVER.   VERIFY  V.T.R.  VENT THROUGH ROOFW.   WEST, WIDTH, WASHER W/.  WITHWD.  WOOD   W.H.  WATER HEATERW.C.  WATER CLOSET  W.I.   WROUGHT IRONWP.  WATERPROOF(ING) W.W.M.   WELDED WIRE MESHDEFINITIONS:     (AS USED IN THESE SPECIFICATIONS)OWNER SHALL MEAN:    JOHN & TINA DEVIR ARCHITECT SHALL MEAN:   BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPALCONTRACTOR SHALL MEAN:   LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACTSPECIFICATIONS SHALL MEAN:  WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT)CONTACT DOCUMENTS SHALL MEAN:  WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME.ARCHITECTURAL GENERAL NOTES:1. CODES/GENERAL PROVISIONS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THERESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODESAND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO THOSE AS LISTED IN "CODE REVIEW" BOX. (T-1)ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: - THE BUILDING CODES, 2019 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. - THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE (THE "RIGHT TO REPAIR ACT"). - ANY WORK TIME RESTRICTIONS IMPOSED BY THE CITY OF NEWPORT BEACH. THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS.2. FEES: CONTRACTOR AND HIS SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS EXCEPT THE GENERAL BUILDING PLAN CHECK FEE AND REQUIRED REFUNDABLE DEPOSITSWHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCALBUILDING CODE.3. CONTRACTOR'S SURVEY: CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL VERIFY GRADES,CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACTDOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS.4. COORDINATION OF CONSTRUCTION: CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY ANDPERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OFCONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCHTERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK.5. CLEAN-UP: ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM THE SITE, UNLESS OTHERWISEDIRECTED BY THE CONTRACTOR.6. TESTS AND PERMITS: CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME.7. GUARANTEES: CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACED ANY OR ALL SUCH WORKTOGETHER WITH ANY OTHER WORK WHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARESPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT OR FOR LONGER PERIODS. IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HISRESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING,FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OFACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OWNER.8. WAIVER OF LIENS: CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUBCONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE.9. ROLL OF ARCHITECT DURING CONSTRUCTION: THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER ANDRENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECT WILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS,CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. ANYVERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN WITHIN (10) CALENDAR DAYS, SHALL BE DEEMEDEQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER.10. A.I.A. GENERAL CONDITIONS: THE CURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF THESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN THEOWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE "GENERAL NOTES" ON THIS SHEET ARE INTENDED TO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERALCONDITIONS. THE A.I.A. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR.11. EXTRAS: OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF THE OWNER, ARCHITECT AND CONTRACTOR. BEFORE ANY CHANGES AREBEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL.12. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF MORE THAN ONEMANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFYARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM "OR EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE UNDERSTOOD THAT THE REFERENCE IS MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECTAND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL.13. INSURANCE: CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROAD FORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS UNDER THE POLICY WITHWAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION.14. SCOPE OF DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTEDACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, AREUNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL BE CHECKED. NOEXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAWINGS. IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLEIN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TOEITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY-STANDARD LEVEL OFQUALITY AND DETAIL, AND THE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESEPLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDINGASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TODEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (E.G. SCHEMATIC ELECTRICAL PLANS).15. DIMENSIONS ON DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE FIELD PRIORTO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILEDDRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED ANDEXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCHMEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TOFACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE EITHER 90° OR 45° UNLESS NOTED OTHERWISE.16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IF AT ALL, ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-1997; AND IN NO EVENT WILL THE SUBMITTAL REVIEWPROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS ANDSPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTIONOF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. CONTRACTOR SHALL SUBMITFABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDINGBUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTIONAND HAS COORDINATED THE SUBMISSION CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OF ADHERENCE TO THE DESIGNINTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATIONAND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNEDWITHOUT REVIEW. SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN.,ONE UNIT OF EACH TYPE AND FINISH.17. ERRORS AND OMISSIONS: ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OFRECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH.18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF THE WORKERS AND THEPUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES.19. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THESTRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANYOF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS SUBCONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, ASDIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS.20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES ASREQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS.21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON.22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES.23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS.24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS25. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE - G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL. OF ANY FIXTURES.26. EXTERIOR DECKS, BALCONIES, AND STAIRWAYS SEALED UNDERNEATH SHALL BE WATERPROOFED- ARCH. TO APPV. METHOD OF WATERPROOFING - G.C. TO SUBMIT SPECIFICATIONS.27. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: * FOUNDATION INSPECTION BY SOILS ENGINEER PRIOR TO CONCRETE POUR AND: * PER SOILS REPORT: OVER EXCAVATION, RECOMPACTION, FOOTING DEPTH, UTILITY TRENCH BACKFILL  * RETAINING WALL BACKFILL, PRE SATURATION OF SLAB AREAS, EXTERIOR FLAT WORK AREAS.  * ALL TO BE ADDRESSED IN A REPORT PRESENTED TO BUILDING DEPT. PRIOR TO FINAL  * ALL FIELD WELDING OF STRUCTURAL STEEL  * INSTALLATION OF ALL HIGH STRENGTH BOLTS  * CERTIFICATION OF WELD, & BOLTING TO BE GIVEN TO BUILDING DEPARTMENT PRIOR TO FRAMING INSPECTION.28. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. @ SHOWERS & TUBS.29. MAINTENANCE INFORMATION: THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, AND COMPONENTS ANDMANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLEAND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE.30. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION ISCONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THEMINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R-VALUE.31. ON PROJECTS WITH EXCAVATIONS THAT WILL BE LOWER THAN ADJOINING PROPERTIES, 30 DAY NOTICE IS LEGALLY REQUIRED BY THE OWNERS & CONTRACTORS TO THE ADJOINING PROPERTY OWNERS OUTSIDE THE SETBACK AREA.32. DISTANCE FROM THE FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS.33. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH ON EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CBC 1203.4.3.2.1, CMC T-4-435. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.536. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. CPC 411.737. WALL COVERINGS OR SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70-INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD OR CEMENTPLASTER BACKING FOR TILE. CBC 1210.338. MIN. 5/8" TYPE 'X' MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CBC 2510.640. THE WATER HEATER BURNER TO BE AT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.1441. PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 508.1442. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1-1/2" X 16 GAUGE STRAP WITH 3/8" DIA. X 3" LAG BOLT EACH IND. CPC 508.243. DRYER: THE CLOTHES DRYERS VENT SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH. CMC 504.3.2 DRYER VENT TERMINATION MUST BE 3 FT. CLEAR FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS). CMC504.5 PROVIDE A MIN. 100 SQ.IN. OPENING IN THE DRYER DOOR. CMC. 504.3.244. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. D. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.545. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R315.3): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. C. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.546. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP, CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6-FEET OF WET BAR SINK/LAUNDRY SINK TO BE PROTECTED BY GROUND FAULT CIRCUITINTERRUPTER (GFCI) CEC 210.847. ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS (RECEPTACLES, LIGHTING, SMOKE DETECTORS, ETC.) TO BE PROTECTED BY COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER (AFCI) CEC 210.1248. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS >50%. NBMC 12.32.01549. INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE PRIOR TO CONCRETE PLACEMENT.50. UTILITY COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION.51. FACTORY-BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING52. FIREPLACE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEY SYSTEMS AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS R1005.4NG.CMC (802.5.2.4) PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX IN A SOLD FUEL BURNING FIREPLACE. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDSMANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS."53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. CBC 3109.4.4.254. GENERAL CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIESARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HANDWRITTEN NOTES AND/OR WRITING (FAX,EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/ORWRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS.55. ISSUANCE OF A BUILDING PERMIT DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAINPLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.56. LAND. WALLS LOCATED IN FRONT AND BACK OF PROPERTY SHALL NOT EXCEED 42" HT. REFER. LAND. DWGS FOR LOC'T.57. LAND. WALLS LOCATED BTW. NEIGHBORS SHALL BE SHARED ON PROP. LINE. REFER. LAND. DWGS AND SEE ATTACHED DOCUMENT FOR "AGREEMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTY WALL."58. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR SEALANT TO FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITHARCHITECT.59. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENTREQUIREMENT.60. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTSPRIOR TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS.61. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT DUSTFROM RISING.62. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING STRUCTURES DURING THE CONSTRUCTION OR THENEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE.63. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. CONTRACTOR SHALL PROVIDE PROPERSAFEGUARDS DURING ALL PHASES OF CONSTRUCTION.64. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, ELECTRICAL, TELEPHONE, WATER, SEWER, GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL COORDINATE THIS WORK WILL ALL LOCAL UTILITYCOMPANIES.65. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE CAUSED BY INSUFFICIENT PROTECTION.66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS.67. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO PROCEED; SIGNED BY THE ARCHITECT &OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR.68. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRUCTION IS REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND COMBINATION OF MATERIALS WITHIN FIRE RATEDASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE INMATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR ITS SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY.SPECIFIC SEQUENCES OR METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED.69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALLBE CONSTRUCTED TO SUPPORT THE IMPOSED LOAD.70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE MANUFACTURERS.71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNER/VENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES.72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE MANUFACTURERS.73. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL, LANDSCAPE, ARCHITECTURAL, MECHANICAL, PLUMBING ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES,OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES ANDREVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST.74. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED AREAS, CLEAN ALL FLOORING, MILLWORK, LIGHT FIXTURES, GLASS, ETC. AND UNCOVER AND VACUUM OUT ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEANCONDITIONS THROUGH THE TENANT'S MOVE-IN.23 BRANDON ARCHITECTSDATET-1.2PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCESUPPLEMENTALDOCUMENTS &NOTES151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTSAPPLICABLE STANDARDS: 2019 CALIFORNIA RESIDENTIAL CODE (CRC); 2019 CALIFORNIA BUILDING CODE (CBC); 2019 CALIFORNIA PLUMBING CODE (CPC); 2019 CALIFORNIA ELECTRICAL CODE (CEC); 2019 CALIFORNIA MECHANICAL CODE (CMC); 2019 BUILDING ENERGY EFFICIENCYSTANDARDS (BEES); 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN); & CHAPTER 15 OF THE NEWPORT BEACH MUNICIPAL CODE (NBMC)GENERAL:1. RESIDENTIAL BUILDING UNDERGOING PERMITTED ALTERATIONS, ADDITIONS OR IMPROVEMENTS SHALL REPLACE NON-COMPLIANT PLUMBING FIXTURES WITH WATER-CONSERVING PLUMBING FIXTURES MEETING THE REQUIREMENTS OF THE 2019 CALIFORNIA GREEN BUILDINGSTANDARDS CODE, SECTION 4.303.1 PLUMBING FIXTURE REPLACEMENT IS REQUIRED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR FINAL INSPECTION BY THE CHIEF BUILDING OFFICIAL. (CIVIL CODE, SECTION 1101.1 ET SEQ., NBMC 15,11.010)2. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS, WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOUSHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT.3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.4. A SITE SURVEY BY A LICENSED SURVEYOR SHALL BE REQUIRED PRIOR TO FOUNDATION CONCRETE POUR.5. GARAGE CEILING HEIGHT. THE MINIMUM UNOBSTRUCTED VERTICAL CLEARANCE FOR PARKING SPACES SHALL BE SEVEN FEET, EXCEPT THAT THE FRONT FOUR FEET MAY HAVE MINIMUM VERTICAL CLEARANCE OF FOUR FEET. (NBMC 20.40.090 A 4)6. UTILIZE ONE OF THE CITY'S APPROVED FRANCHISE HAULER TO RECYCLE AND/OR SALVAGE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE. (CALGREEN 4.408.1, 4.408.3)7. STAIRWAYS SHALL NOT BE LESS THAN 36 INCHES CLEAR WIDTH. (CRC 311.7.1) THE MINIMUM HEAD CLEARANCE SHALL BE 6'-8" MEASURED VERTICALLY FROM THE SLOPED LINE ADJOINING TREAD NOSING (CRC 311.7.2)8. ADVISORY NOTE: HOMEOWNERS ASSOCIATION (HOA) APPROVAL MAY BE REQUIRED FOR THIS IMPROVEMENT.9. ADDITIONAL PERMITS ARE REQUIRED FOR DETACHED STRUCTURES INCLUDING BUT NOT LIMITED TO: A. ACCESSORY STRUCTURES, DETACHED PATIO COVERS, AND TRELLISES, B. MASONRY OR CONCRETE FENCES OVER 3.5 FT. HIGH, C. RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO THE TOP OF THE WALL.CONSTRUCTION:10. PEDESTRIAN PROTECTION ADJACENT TO PUBLIC WAY TO BE AS FOLLOWS:** INSERT TABLE HERE**11. ALL EXTERIOR LATH AND PLASTER SHALL HAVE TWO LAYERS OF GRADE D PAPER OVER WOOD BASE SHEATHING. (CRC R703.7.3, CBC 2510.6)12. WALL COVERING OF SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET. BACKING FOR TILE SHALL BE CEMENT BOARD OR CEMENT PLASTER. (CRC R307.2, CBC1209.2.3)13. SAFTEY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: (CRC R308.4, CBC 2406.4) A. SWINGING, BI-FOLD, AND SLIDING DOORS. B. WHEN LOCATED WITHIN 60 INCHES ABOVE THE FLOOR OF WET SURFACES SUCH AS TUBS, SHOWERS, SAUNAS, STEAM ROOMS, OR OUTDOOR SWIMMING POOLS. C. GLAZING ADJACENT TO DOORS:  I. WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND WITHIN 60 INCHES OF WALKING SURFACE.  II. WHER THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF THE HINGE SIDE OF AN IN-SWING DOOR. D. WHER GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH THE BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR, TOP EDGE MORE THAN 36 INCHES ABOVE FLOOR, AND WITHIN 36 INCHES OF A WALKING SURFACE, MEASURED HORIZONTALLY. E. GLAZING WHER THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS. F. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD. G. GLAZING IN GUARDS AND RAILINGS.14. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. (CBC 3109 (115922))15. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. C. ON EACH ADDITIONAL STORY, INCLUDING BASEMENTS AND HABITABLE ATTICS. D. NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. E. A MINIMUM OF 20 FEET HORIZONTALLY FROM ANY PERMANENTLY INSTALLED COOKING APPLIANCE.F. SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R314.4 & R314.5 OR CBC 907.2.10.5 & 907.2.10.6.16. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (CRC R315.3): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S). B. ON EVERY OCCUPIABLE LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. C. WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITH A BEDROOM OR ITS ATTACHED BATHROOM, A CARBON MONOXIDE ALARM SHALL BE INSTALLED WITH THE BEDROOM. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH CRC R315.6(4).17. ALL FENESTRATIONS ON WINDOWS AND DOORS SHALL HAVE U-FACTORS (0.30 MAX) AND SOLAR HEAT GAIN COEFFICIENT (SHGC=0.23 MAX) VALUES IN ACCORDANCE WITH T-24, PART 6 ENERGY CALCULATIONS. ALL FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENTLABELS.TEMPORARY GENERATOR:18. HAND OPERATED CONSTRUCTION TOOLS POWERED BY ELECTRICITY MUST USE POWER PROVIDED BY SOUTHERN CALIFORNIA EDISON THROUGH A TEMPORARY POLE OR AVAILABLE OUTLET. IN THE RARE CASE WHERE ELECTRICITY IS NOT READILY AVAILABLE AND A PORTABLETEMPORARY GENERATOR IS NECESSARY, THEN THE FOLLOWING RESTRICTIONS MUST BE ADHERED TO: A. MUST BE PORTABLE AND MAY BE EASILY RELOCATED. B. TEMPORARY GENERATORS ARE TO BE LOCATED A MINIMUM DISTANCE FROM ANY PROPERTY LINE ACCORDING TO THE FOLLOWING TABLE:** INSERT TABLE HERE** C. IF THE MINIMUM DISTANCE CANNOT BE ACHIEVED, THEN THE GENERATOR SHALL BE LOCATED THE MOST EXTREME DISTANCE PRACTICAL TO INHIBIT NOISE. OTHER METHODS TO INHIBIT NOISE MAY BE UTILIZED WHEN PRACTICAL. D. MAY BE OPERATIONAL FOR A MAXIMUM OF FIVE CONSECUTIVE CALENDAR DAYS. AFTER FIVE CONSECUTIVE CALENDAR DAYS OF USE, POWER SHALL BE PROVIDED THROUGH THE USE OF A TEMPORARY POWER POLE. E. USAGE IS LIMITED TO WEEKDAYS BETWEEN THE HOURS FROM 8:00 AM AND 3:30 PM MONDAY THROUGH FRIDAY. NO USE ON THE WEEKENDS OR FEDERAL HOLIDAYS.FIREPLACE:19. ALL FIREPLACES: A. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1) B. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE U.S. EPA'S VOLUNTARY FIREPLACE PROGRAM PHASE 2 EMISSIONS LEVEL. (CRC 1004.1.1) C. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCEWITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3) D. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET TO A PROPERTY LINE. (TABLES R302.1(1)&(2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM PROPERTY LINES. E. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2)20. SOLID FUEL BURNING FIREPLACES: A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. B. SOLID FUEL BURING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE.21. DIRECT VENT GAS APPLIANCE FIREPLACE: A. DIRECT VENT SEALED-COMBUSTION GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS AND MUST COMPLY WITH ANZI Z21.50 (CALGREEN 4.503.1)MECHANICAL:22. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR HAVING A MINIMUM CAPACITY OF 50 CFM DUCTED TO TERMINATE OUTSIDE THE BUILDING. (CRC R303.3, CALGREEN 4.506.1,CBC 1202.5.2.1, CMC 402.5)23. WHERE WATER CLOSET COMPARTMENT IS INDEPENDENT OF THE BATHROOM OR SHOWER AREA, A FAN WILL BE REQUIRED IN EACH AREA. BATHROOMS SHALL HAVE AN EXHAUST FAN WITH HUMIDITY CONTROL SENSOR, MIN. 50 CFM CAPACITY. (CRC R303.3)24. WHERE WHOLE HOUSE FANS ARE USED IN BATHROOM AREAS, THE FAN MUST RUN CONTINUOUSLY AND SHALL NOT BE TIED TO A HUMIDITY CONTROL SENSOR. (CALGREEN 4.506.1(2))25. THE CLOTHES DRYER VENT SHALL NOT EXCEED14 FT. IN OVERALL LENGTH WITH MAXIMUM TWO 90 DEGREE ELBOWS. (CMC 504.4.2.1)26. MECHANICAL EQUIPMENT SHALL BE INSTALLED PER THE MANUFACTURE'S INSTALLATION INSTRUCTIONS. (CMC 303.1)28. DOMESTIC RANGE VENTS TO BE SMOOTH METALLIC INTERIOR SURFACE. (CMC 504.3)29. SUPPLY AND RETURN AIR DUCTS TO BE INSULATED AT A MINIMUM OF R-6. (CAL ENERGY CODE TABLE 150.1-A.)PLUMBING:30. SEPARATE WATER METERS ARE REQUIRED FOR ALL NEW DUPLEXES. SEPARATE FIRE RISERS ARE REQUIRED AT EACH WATER METER.31. PLUMBING FIXTURE: A. NEW CONSTRUCTION & ADDITION/ALTERATIONS THAT INCREASES CONDITION SPACE AREA, VOLUME, OR SIZE (CALGREEN 4.303):  I. COMPLY WITH CALGREEN MANDATORY REQUIREMENTS B. ADDITION & ALTERATION: EXISTING FIXTURE SHALL BE REPLACED TO MEET THE FOLLOWING REQUIREMENTS:  I. SHOWER HEADS: 1.8 GPM @ 80 PSI  II. LAVATORY FAUCETS: 1.2 GPM @ 60 PSI  III. KITCHEN FAUCETS: 1.8 GPM @ 60 PSI  IV. WATER CLOSET: 1.28 GALLONS PER FLUSH32. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24 INCHES IN FRONT, AND 15 INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. (CPC 402.5)33. THE WATER HEATER BURNER TO BE AT LEAST 18 INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. (CPC 507.13)34. INSTALL A 3 INCH DIAMETER BY 3 FT. TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS LOCATED IN GARAGE. (CPC 507.13.1)35. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1 1/2" X 16 GAUGE STRAP WITH 3/8" DIAMETER. X 3" LAG BOLT EACH END. (CPC 507.2)36. ABS AND PVC DRAIN WASTE AND VENT PIPING MATERIAL IS LIMITED TO 2 STORIES MAXIMUM. (CPC 701.2(2) (A). AND 903.1.1)37. ABS AND PVC ROOF AND DECK DRAIN MATERIAL IS LIMITED TO 2 STORIES MAXIMUM. (CPC 1101.4)38. ROOF AND DECK DRAIN SYSTEMS INSIDE THE BUILDING ARE REQUIRED TO BE INSTALLED WITH DIRECTIONAL DWV DRAINAGE FITTINGS. (CPC 1101.4 AND 706.0)39. CLEANOUTS ARE REQUIRED WITHIN 2 FEET OF THE CONNECTIONS BETWEEN THE INTERIOR ROOF AND DECK DRAIN PIPING SYSTEM, AND THE EXTERIOR ONSITE STORM DRAIN SYSTEM. (CPC 1101.13)40. ALL HOSE BIBBS SHALL HAVE VACUUM BREAKERS. (CPC 603.5.7)41. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH HORIZONTAL DRAINAGE SYSTEM LINE IS 3. (CPC TABLE 703.2)42. THE MAXIMUM AMOUNT OF WATER CLOSETS ON A 3 INCH VERTICAL DRAINAGE SYSTEM LINE IS 4. (CPC TABLE 703.2)43. PROVIDE GASS LINE WITH A MIN CAPACITY OF 200,000 BTU FOR WATER HEATER. (CAL ENERGY CODE 150.0(N))44. PROVIDE A CONDENSATE DRAIN NO MORE THAN 2 INCHES ABOVE THE BASE OF THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N))45. PROVIDE A STRIAGHT VENT PIPE FROM THE WATER HEATER SPACE TO THE OUTSIDE TERMINATION FROM THE WATER HEATER SPACE. (CAL ENERGY CODE 150.0 (N))46. INSULATE ALL HOT WATER PIPES. (CAL ENERGY CODE 150.0 (J)(2), AND CPC 609.11).47. ISLOATION VALVES ARE REQUIRED FOR TANKLESS WATER HEATERS ON THE HOT AND COLD SUPPLY LINES WITH HOSE BIBBS ON EACH VALVE, TO FLUSH THE HEAT EXCHANGER. (CAL ENERGY CODE 110.3 (6))48. INSTALL 1 AUTOMATIC CLOTHES WASHER CONNECTION PER ONE AND TWO FAMILY DWELLING. (CPC TABLE 422.1)ELECTRICAL:49. ELECTRICAL SERVICE SHALL BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING, OR ADDITION TO AN EXISTING BUILDING EXCEEDS FIFTY (50) PERCENT OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 15.32.015)50. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION.51. FIELD INSPECTORS SHALL REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT.52. SERVICE EQUIPMENT AND SUBPANELS SHALL HAVE A MIN 30" WIDE BY 36" DEEP CLEAR WORK SPACE. (CEC 110.26)53. ALL LIGHTING IS REQUIRED SHALL BE HIGH EFFICACY. (CALFORNIA ENERGY CODE SECTION 150.0 (K) AND TABLE 150.0-A.)54. PROVIDE A LISTED 1 INCH RACEWAY TO ACCOMMODATE A DEDICATED 208/240-VOLT CIRCUIT FOR FUTURE ELECTRICAL VEHICLE (EV) CHARGER. (CALGREEN 4.106.4.1)55. ALL RECEPTACLE OUTLETS ARE REQUIRED SHALL BE LISTED TAMPER RESISTANT (CEC 406.12 AND 250.52)56. COMBINATION TYPE AFCI CIRCUIT BREAKERS ARE REQUIRED FOR ALL 120 VOLT SINGLE PHASE 15/20 AMP BRANCH CIRCUITS. EXCEPT FOR BATHROOMS, GARAGES, AND OUTDOORS. (CEC 210.12)57. A MINIMUM OF ONE DEDICATED 20 AMP CIRCUIT IS REQUIRED FOR A BATHROOM. (CEC 210.11(C)(3))58. GFCI PROTECTION IS REQUIRED FOR ALL RECEPTACLE OUTLETS LOCATED OUTDOORS, GARAGES, ACCESSORY BUILDINGS, BATHROOMS, CRAWL SPACES, KITCHENS, LAUNDRY AREAS, KITCHEN DISHWASHER BRANCH CIRCUIT, GARBAGE DISPOSAL, ALL AREAS WITHIN 6 FEET OF ASINK, AND ALL RECEPTACLES WITHIN 6 FEET OF A BATHTUB OR SHOWER STALL. (CEC 210.8)59. RECEPTACLE OUTLETS ARE NOT ALLOW WITHIN OR OVER A BATHTUB OR SHOWER STALL (CEC 406.9 (C))60. SUBPANELS ARE NOT ALLOW TO BE LOCATED IN BATHROOMS OR CLOTHES CLOSETS. (CEC 240.24 (D))61. CIRCUITS SHARING A GROUNDED CONDUCTOR (NEUTRAL) WITH TWO UNGROUNDED (HOT) CONDUCTORS MUST USE A TWO POLE CIRCUIT BREAKER OR AN IDENTIFIED HANDLE TIE. (CEC 210.4(B)) GROUP NON-CABLE CIRCUITS IN PANEL (CEC 210.4(D))62. THE RECEPTACLE OUTLETS THAT SERVE KITCHEN COUNTER TOPS, DINING ROOM, BREAKFAST AREA, AND PANTRY, MUST HAVE A MIN OF 2 DEDICATED 20 AMP CIRCUITS. (CEC 210.52 (B)(1))63. KITCHEN COUNTER TOPS 12 INCHES OR WIDER MUST HAVE A RECEPTACLE OUTLET. (CEC 210.52(C)(1))64. KITCHEN COUNTER TOPS MUST HAVE RECEPTACLE OUTLETS SO NO POINT ALONG THE COUNTER WALLS IS MORE THAN 24 INCHES FROM A RECEPTACLE. (CEC 210.52 (C)(1))65. ISLAND AND PENINSULAR COUNTER TOPS MUST HAVE AT LEAST ONE RECEPTACLE (CEC 210.52(C)(1),(2), AND (3))66. THE SPACING FOR GENERAL RECEPTACLE OUTLETS MUST BE LOCATED SO THAT NO POINT ON ANY WALL, FIXED GLASS, OR CABINET IS OVER 6 FEET FROM A RECEPTACLE OUTLET. (CEC 210.52(A)(1))67. HALLWAYS 10 FEET OR MORE MUST HAVE AT LEAST ONE RECEPTACLE OUTLET. (CEC 210.52(H))68. GARAGES SHALL HAVE AT LEAST ONE RECEPTACLE FOR EACH CAR SPACE ON THE INTERIOR. THE BRANCH CIRCUIT SUPPLYING THE RECEPTACLES SHALL NOT SERVE OUTLETS OUTSIDE OF THE GARAGE. (CEC 210.52 (G) (1))69. LAUNDRY ROOMS MUST HAVE AT LEAST ONE DEDICATED 20 AMP RECEPTACLE CIRCUIT. (CEC 210.11(C) (2)).70. PROVIDE 120V RECEPTACLE WITHIN 3 FEET OF WATER HEATER. (CAL ENERGY CODE 150.0 (N) 1 A.)24 BRANDON ARCHITECTSDATET-1.3PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCECALGREENSTANDARDS CODE(JAN. 2020, AUG.2019 SUPP'L.)151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specimFEBTNBOEBUPSZJOUIFBQpMJDBUJPODIFDLMJTUTDPOUBJOFEJOUIJTDPEF. Voluntary green building measures are also included in the application checklists and may be included in the design andconstruction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specimFEJO4FDUJPO101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply onlyto and/or within the specimDBSFBPGUIFBEdJUJPOPSBMUFSBUJPO.Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing mYUVSFTXJUIXBUFS-conserving plumbing mYUVSFT. Plumbing mYUVSFSFQMBDFNFOUJTSFRVJSFEQSJPSUPJTsVBODFPGBDFSUJmDBUFPGmOBMcompletion, certimDBUFPGPDcVQBODZPSmOBMQFSNJUBQQSPWBMCZUIFMPDBMCVJMEJOHEFQBSUNFOU. See Civil Code Section 1101.1, et seq., for the demOJUJPOPGBOPODPNQMJBOUQMVNCJOHmYUVSF, types of residential buildings affected and other important enactment dates.301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section appliesspecimDBMlZUPMPX-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used.SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specimDHSFeOCVJMEJOHNFBTVSFTBQpMJDBCMFUPFBDITQFDJmDPDDVQBODZ.ABBREVIATION DEFINITIONS:HCD  Department of Housing and Community DevelopmentBSC  California Building Standards CommissionDSA-SS  Division of the State Architect, Structural SafetyOSHPD  OfmDFPG4UBUFXJEF)FBMUI1MBOnJOHBOE%FWFMPQNFOULR  Low RiseHR  High RiseAA  Additions and AlterationsN  NewCHAPTER 4RESIDENTIAL MANDATORY MEASURESDIVISION 4.1 PLANNING AND DESIGNSECTION 4.102 DEFINITIONS4.102.1 DEFINITIONSThe following terms are demOFEJO$IBQUFS2 (and are included here for reference)FRENCH DRAIN. A trench, hole or other depressed area loosely mMlFEXJUISPDL, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water.WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downnPXTMPQF. Wattles are also used for perimeter and inlet controls.4.106 SITE DEVELOPMENT4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall complywith this section.4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. Inorder to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent nPoEJOHPGBEKBDFOUQSPQFSUZ, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufmDJFOUTJ[FTIBMlCFVUJMJ[FEUPSFUBJOTUPSNXBUFSPOUIFTJUF. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be mMUFSFECZVTFPGBCBSrJFSTZTUFN, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance.Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil.(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water nPXTUPLFeQXBUFSGSPNFOUFSJOHCVJMEJOHT. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path.4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the CaliforniaElectrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions:  1.1 Where there is no commercial power supply.  1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 perdwelling unit. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch insidediameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas andspaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.  4.106.4.1.1 IdentimDBUJPO. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EVCAPABLE". 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE.Calculations for the required number of EV spaces shall be rounded up to the nearest whole number.Notes:1. Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging.2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.  4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall beavailable for use by all residents.  4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as demOFEJOUIF$BMJGPSOJB#VJMEJOH$PEF, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3.Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11B.  4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm).  a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction.  4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service orsubpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimumdedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device.  4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, racewaymethod(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufmDJFOUDBQBDJUZUPTJNVMUBOFPVTMZDIBSHFBMl&7TBUBMlSFRVJSFE&7TQBDFTat the full rated amperageof the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction.  4.106.4.2.5 IdentimDBUJPO. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code.4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces.Notes:1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging.2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.  4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spacesshall be rounded up to the nearest whole number.** INSERT TABLE HERE **  4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm)  4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3.  4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4.  4.106.4.3.5 IdentimDBUJPO. The service panels or sub-panels shall be identimFEJOBDcPSEBODFXJUI4FDUJPO4.106.4.2.5.  4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B.DIVISION 4.2 ENERGY EFFICIENCY4.201 GENERAL4.201.1 SCOPE. For the purposes of mandatory energy efmDJFODZTUBOEBSETJOUIJTDPEF, the California Energy Commission will continue to adopt mandatory standards.DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION4.303 INDOOR WATER USE4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing mYUVSFT(water closets and urinals) and mUtJOHT(faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4.Note: All noncompliant plumbing mYUVSFTJOBOZSFTJEFOUJBMSFBMQSPQFSUZTIBMlCFSFQMBDFEXJUIXBUFS-conserving plumbing mYUVSFT. Plumbing mYUVSFSFQMBDFNFOUJTSFRVJSFEQSJPSUPJTsVBODFPGBDFSUJmDBUFPGmOBMDPNQMFUJPO, certimDBUFPGPDcVQBODZ, or mOBMQFSNJUBQpSPWBMCZUIFMPDBMbuilding department. See Civil Code Section 1101.1, et seq., for the demOJUJPOPGBOPODPNQMJBOUQMVNCJOHmYUVSF, types of residential buildings affected and other important enactment dates. 4.303.1.1 Water Closets. The effective nVTIWPMVNFPGBMlXBUFSDMPTFUTTIBMlOPUFYDFeE1.28 gallons per nVTI. Tank-type water closets shall be certimFEUPUIFQFSGPSNBODFDSJUFSJBPGUIF6.S. EPA WaterSense SpecimDBUJPOGPS5BOL-type Toilets.Note: The effective nVTIWPMVNFPGEVBMnVTIUPJMFUTJTEFmOFEBT UIFDPNQoTJUF, average nVTIWPMVNFPGUXPSFEVDFEnVTIFTBOEPOFGVMMnVTI. 4.303.1.2 Urinals. The effective nVTIWPMVNFPGXBMlNPVOUFEVSJOBMTTIBMlOPUFYDFeE0.125 gallons per nVTI. The effective nVTIWPMVNFPGBMlPUIFSVSJOBMTTIBMlOPUFYDFeE0.5 gallons per nVTI. 4.303.1.3 Showerheads.  4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum nPXSBUFPGOPUNPSFUIBO1.8 gallons per minute at 80 psi. Showerheads shall be certimFEUPUIFQFSGPSNBODFDSJUFSJBPGUIF6.S. EPA WaterSense SpecimDBUJPOGPS4IPXFSIFBET.  4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined nPXSBUFPGBMlUIFTIPXFSIFBETBOE/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi,or the shower shall be designed to only allow one shower outlet to be in operation at a time.Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets.  4.303.1.4.1 Residential Lavatory Faucets. The maximum nPXSBUFPGSFTJEFOUJBMMBWBUPSZGBVDFUTTIBMlOPUFYDFeE1.2 gallons per minute at 60 psi. The minimum nPXSBUFPGSFTJEFOUJBMMBWBUPSZGBVDFUTTIBMlOPUCFMFTsUIBO0.8 gallons per minute at 20 psi.  4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum nPXSBUFPGMBWBUPSZGBVDFUTJOTUBMlFEJODPNmPOBOEQVCMJDVTFBSFBT(outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi.  4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle.  4.303.1.4.4 Kitchen Faucets. The maximum nPXSBUFPGLJUDIFOGBVDFUTTIBMlOPUFYDFeE1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the nPXBCPWFUIFNBYJNVNSBUF, but not to exceed 2.2 gallons per minute at 60 psi, and mustdefault to a maximum nPXSBUFPG1.8 gallons per minute at 60 psi.Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction.4.303.2 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing mYUVSFTBOEmUUJOHTsIBMMCFJOTUBMMFEJOBDDPSEBODFXJUIUIF$BMJGPSOJB1MVNCJOH$PEF, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code.** INSERT TABLE HERE **4.304 OUTDOOR WATER USE4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efmDJFOUMBOETDBQFPSEJOBODFPSUIFDVSrFOU$BMJGPSOJB%FQBSUNFOUPG8BUFS3FTPVSDFT' Model Water EfmDJFOU-BOETDBQF0SEJOBODF(MWELO), whichever is morestringent.NOTES:1. The Model Water EfmDJFOU-BOETDBQF0SEJOBODF(MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable tothe enforcing agency.4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolitionwaste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility.4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by theenforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both.4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verimBCMFEPDVNFOUBUJPOUIBUUIFQFSDFOUBHFPGDPOTUSVDUJPOBOEEFNPMJUJPOXBTUFNBUFSJBMEJWFSUFEGSPNUIFMBOEmMMDPNQMJFTXJUI4FDUJPO4.408.1.Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company.4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landmMlT, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reductionrequirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined  weight of construction and demolition waste disposed of in landmMlT, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65%construction waste reduction requirement  in Section 4.408.14.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section.2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).4.507 ENVIRONMENTAL COMFORT4.507.2 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. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certimFEJOUIFQSPQFSJOTUBMlBUJPOPG)7"$TZTUFNTJODMVEJOHEVDUTBOEFRVJQNFOUCZBOBUJPOBMlZPSSFHJPOBMlZSFDPHOJ[FEUSBJOJOHPSDFSUJmDBUJPOQSPHSBN. UncertimFEQFSTPOTNBZQFSGPSN)7"$JOTUBMlBUJPOTXIFOunder the direct supervision and responsibility of a person trained and certimFEUPJOTUBMl)7"$TZTUFNTPSDPOUSBDUPSMJDFOTFEUPJOTUBMl)7"$TZTUFNT. Examples of acceptable HVAC training and certimDBUJPOQSPHSBNTJODMVEFCVUBSFOPUMJNJUFEUPUIFGPMlPXJOH:1. State certimFEBQpSFOUJDFTIJQQSPHSBNT. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verimDBUJPOPSHBOJ[BUJPOT. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency.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 inspection or other duties necessary to substantiate compliance with this code. Specialinspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certimDBUJPOTPSRVBMJmDBUJPOTBDDFQUBCMFUPUIFeOGPSDJOHBHFODZ, the following certimDBUJPOTPSFEVDBUJPONBZCFDPOTJEFSFEby the enforcing agency when evaluating the qualimDBUJPOTPGBTQFDJBMJOTQFDUPS: 1. CertimDBUJPOCZBOBUJPOBMPSSFHJPOBMHSFeOCVJMEJOHQSPHSBNPSTUBOEBSEQVCMJTIFS.2. CertimDBUJPOCZBTUBUFXJEFFOFSHZDPOTVMUJOHPSWFSJmDBUJPOPSHBOJ[BUJPO, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no mOBODJBMJOUFSFTUJOUIFNBUFSJBMTPSUIFQSPKFDUUIFZBSFJOTQFDUJOHGPSDPNQMJBODFXJUIUIJTDPEF.2. HERS raters are special inspectors certimFECZUIF$BMJGPSOJB&OFSHZ$PNmJTsJPO(CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC] 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 inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstratecompetence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certimDBUJPOGSPNBSFDPHOJ[FETUBUF, national or international association, as determined by the local agency. The area ofcertimDBUJPOTIBMlCFDMPTFMZSFMBUFEUPUIFQSJNBSZKPCGVODUJPO, as determined by the local agency.Note: Special inspectors shall be independent entities with no mOBODJBMJOUFSFTUJOUIFNBUFSJBMTPSUIFQSPKFDUUIFZBSFJOTQFDUJOHGPSDPNQMJBODFXJUIUIJTDPEF.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specimDBUJPOT, builder or installer certimDBUJPO, inspection reports, or other methods acceptable to the enforcing agency which demonstratesubstantial conformance. When specimDEPDVNFOUBUJPOPSTQFDJBMJOTQFDUJPOJTOFDFTsBSZUPWFSJGZDPNQMJBODF, that method of compliance will be specimFEJOUIFBQpSPQSJBUFTFDUJPOPSJEFOUJmFEBQQMJDBCMFDIFDLMJTU.4.410 BUILDING MAINTENANCE AND OPERATION4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of mOBMJOTQFDUJPO, a manual, compact  disc, web-based reference or other media acceptable to the enforcing agency whichincludes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following:  a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other majorappliances and equipment.  b. Roof and yard drainage, including gutters and downspouts.  c. Space conditioning systems, including condensers and air mMUFST.  d. Landscape irrigation systems.  e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in thatrange. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verimDBUJPOTSFRVJSFECZUIFFOGPSDJOHBHFODZPSUIJTDPEF.4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and areidentimFEGPSUIFEFQPTJUJOH, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waster, and metals, ormeet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion ofthis section.DIVISION 4.5 ENVIRONMENTAL QUALITYSECTION 4.501 GENERAL4.501.1 ScopeThe provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous, irritating and/or harmful to the comfort and well being of a building's installers,occupants and neighbors.SECTION 4.502 DEFINITIONS5.102.1 DEFINITIONSThe following terms are demOFEJO$IBQUFS2 (and are included here for reference)AGRIFIBER PRODUCTS. AgrimCFSQSPEVDUTJODMVEFXIFBUCPBSE, strawboard, panel substrates and door cores, not including furniture, mYUVSFTBOEFRVJQNFOU(FF&E) not considered base buildingelements.COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density mCFSCPBSE. "Composite wood products" does not include hardboard,structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I-joists or mOHFS-jointed lumber, all as specimFEJO$BMJGPSOJBCode of regulations (CCR), title 17, Section 93120.1.DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all nVFHBTFTUPUIFPVUTJEFatmosphereMAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compoundadded, expressed to hundredths of a gram (g O³/g ROC).Note: MIR values for individual compounds and hydrocarbon solvents are specimFEJO$C3, Title 17, Sections 94700 and 94701.MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram ofozone formed per gram of product (excluding container and packaging).Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere.VOC. A volatile organic compound (VOC) broadly demOFEBTBDIFNJDBMDPNQPVOECBTFEPODBSCPODIBJOTPSSJOHTXJUIWBQPSQSFTsVSFTHSFBUFSUIBO0.1 millimeters of mercury at room temperature.These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).4.503 FIREPLACES4.503.1 GENERAL. Any installed gas mSFQMBDFTIBMlCFBEJSFDU-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards(NSPS) emission limits as applicable, and shall have a permanent label indicating they are certimFEUPNFeUUIFFNJTsJPOMJNJUT. Woodstoves, pellet stoves and mSFQMBDFTTIBMlBMTPDPNQMZXJUIapplicable local ordinances.4.504 POLLUTANT CONTROL4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and untilmOBMTUBSUVQPGUIFIFBUJOH, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methodsacceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system.4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regionalair pollution or air quality management district rules apply: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management districtrules where applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certaintoxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), except for aerosol products, as specimFEJO4VCTFDUJPO2 below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than 1 pound and do not consistof more than 16 nVJEPVODFT) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,commencing with section 94507. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of  the ARB Architectural Suggested Control Measure, as shown in Table4.504.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the demOJUJPOTGPSUIFTQFDJBMUZDPBUJOHTDBUFHPSJFTMJTUFEJO5BCMF4.504.3 shall be determinedby classifying the coating as a Flat, NonnBUPS/POnBU-High Gloss coating, based on its gloss, as demOFEJOTVCTFDUJPOT4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, SuggestedControl Measure, and the corresponding Flat, NonnBUPS/POnBU-High Gloss VOC limit in Table 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, includingprohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of Regulations, Title 17, commencing with Section 94520; and inareas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.2.4 VerimDBUJPO. VerimDBUJPOPGDPNQMJBODFXJUIUIJTTFDUJPOTIBMlCFQSPWJEFEBUUIFSFRVFTUPGUIFFOGPSDJOHBHFODZ. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specimDBUJPO.2. Field verimDBUJPOPGPO-site product containers.4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the testing and product requirements of at least one of the following: 1. Carpet and Rug Institute's Green Label Plus Program. 2. California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers"Version 1.1, February 2010 (also known as SpecimDBUJPO01350). 3. NSF/ANSI 140 at the Gold level. 4. ScientimD$FSUJmDBUJPOT4ZTUFNT*OEPPS"EWBOUBHF5.(PME. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute's Green Label program. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient nPoSJOHJTJOTUBMlFE, at least 80% of nPoSBSFBSFDFJWJOHSFTJMJFOUnPPSJOHTIBMMDPNQMZXJUIPOFPSNPSFPGUIFGPMMPXJOH: 1. Products compliant with the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources UsingEnvironmental Chambers," Version 1.1, February 2010 (also known as SpecimDBUJPO01350), certimFEBTB$)14-PX-Emitting Material in the Collaborative for High Performance Schools (CHPS) HighPerformance Products Database.2. Products certimFEVOEFS6-(3&E/(6"3%(PME(formerly the Greenguard Children & Schools program). 3. CertimDBUJPOVOEFSUIF3FTJMJFOU'MPoS$PWFSJOH*OTUJUVUF(RFCI) FloorScore program. 4. Meet the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using EnvironmentalChambers", Version 1.1, February 2010 (also known as SpecimDBUJPO01350).4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density mCFSCPBSEDPNQPTJUFXPoEQSPEVDUTVTFEPOUIFJOUFSJPSPSFYUFSJPSPGUIFCVJMEJOHTTIBMlNFeUUIFrequirements for formaldehyde as specimFEJO"3#'s Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specimFEJOUIPTFTFDUJPOT, as shown in Table4.504.54.504.5.1 Documentation. VerimDBUJPOPGDPNQMJBODFXJUIUIJTTFDUJPOTIBMlCFQSPWJEFEBTSFRVFTUFECZUIFFOGPSDJOHBHFODZ. Documentation shall include at least one of the following:  1. Product certimDBUJPOTBOETQFDJmDBUJPOT.  2. Chain of custody certimDBUJPOT.  3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.).  4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, andCanadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards.  5. Other methods acceptable to the enforcing agency.4.505 INTERIOR MOISTURE CONTROL4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground nPoSTSFRVJSFEUPIBWFBvapor 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 specimFECZBMJDFOTFEEFTJHOQSPGFTsJPOBM.4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and nPoSGSBNJOHTIBMlOPUCFFODMPTFEXIFOUIFGSBNJOHmembers exceed 19 percent moisture content. Moisture content shall be verimFEJODPNQMJBODFXJUIUIFGPMlPXJOH: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verimDBUJPONFUIPETNBZCFBQpSPWFECZUIFFOGPSDJOHBHFODZBOEshall 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 verimFE. 3. At least three random moisture readings shall be performed on wall and nPoSGSBNJOHXJUIEPDVNFOUBUJPOBDcFQUBCMFUPUIFFOGPSDJOHBHFODZQSPWJEFEBUUIFUJNFPGBQpSPWBMUPFODMPTFthe wall and nPoSGSBNJOH.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 nPoSDBWJUJFT. Wet-applied insulation products shall follow themanufacturers' drying recommendations prior to enclosure.4.506 INDOOR AIR QUALITY AND EXHAUST4.506.1 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 or equal to 50% to a maximum of 80%. A humidity control may utilize manual orautomatic means of adjustment.  b. A humidity control may be a separate component to the exhaust fan and is not required to be 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.25 VICINITY MAPBENCHMARK INFORMATIONTITLE REPORT/EASEMENT NOTESLEGAL DESCRIPTIONREAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AND ISDESCRIBED AS FOLLOWS:LOT 495 IN TRACT NO. 907, IN THE CITY OF NEWPORT BEACH,COUNTY OF ORANGE, STATE OF CALIFORNIA AS PER MAPRECORDED IN BOOK 28, PAGES 25-36, OF MISCELLANEOUSMAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAIDCOUNTY.LCEXISTING ELEVATIONLEGEND( )ACASPHALT PAVEMENTFOUND MONUMENTSEARCHED, FOUND NOTHING; SETNOTHINGFSFLFINISHED SURFACEFLOWLINEFFG FINISHED FLOOR GARAGECONCRETE SURFACET.B.M.TEMPORARY BENCHMARKSET ON A FOUND LEAD ANDTAG STAMPED SEWER MANHOLE (SMH)ELEVATION = 12.36 FEETHUNTINGTON BEACH, CALIFORNIA 92646PHONE:(714)488-5006 FAX:(714)333-4440 APEXLSINC@GMAIL.COMPAUL D. CRAFT, P.L.S. 8516 DATENOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODESTATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY ALICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THEPREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYINGDOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONREGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THECERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE,EITHER EXPRESSED OR IMPLIED.LICENSE RENEWAL DATE 12/31/22PAULDOMINICKCRAFT PROFESSIONALLANDSURVEYOR FFFINISHED FLOORWATER METERWMEGEDGE OF GUTTERGAS METERGMCENTERLINETCTOP OF CURBGRAPHIC SCALESURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTYCORNERS OR OFFSETS BEFORE STARTING GRADING.PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE.SURVEYOR'S NOTESBLOCK WALLNGNATURAL GROUNDBENCHMARK NO: NB3-21-92DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCSALUMINUM BENCHMARK DISK STAMPED "NB3-21-92", SET IN THE NORTHWEST CORNER OF A 4 FT. BY10 FT. CONCRETE CATCH BASIN. MONUMENT ISLOCATED IN THE SOUTHWEST CORNER OF THEINTERSECTION OF VIA LIDO NORO AND VIA KORON,40 FT. WESTERLY OF THE CENTERLINE OF VIAKORON AND 20 FT. SOUTHERLY OF THECENTERLINE OF VIA LIDO NORO. MONUMENT IS SETLEVEL WITH THE SIDEWALK.ELEVATION: 11.912 FEET (NAVD88), YEAR LEVELED 2015ACU AIR CONDITION UNITCATV CABLE TV BOXSMH SEWER MANHOLEPAPLANTER AREAEVTELECTRICAL VAULTTWTOP OF WALLTDTOP OF DOCKTSTOP OF STEPCLM COLUMN3/12/202126 27 28 29 30 31 PPROJECT LOCATIONVICINITY MAPNOT TO SCALEMONROVIAHIGHWAYFREEWAY JAMBOREEHIGHWAYWESTBALBOABALBOAPENINSULABALBOAISLANDBLVDPLACENTIA 17TH ST15TH STSUPERIORCOASTAVESANTA ANA AVE20TH STDOVER18TH STBLVD15TH STNEWPORTAVEIRVINETUSTIN19TH STDRAVEAVE55 FREEWAY73 MACARTHURRDEASTJOAQUINMIGUELCORONA DE L MA R COASTSANNEWPORTHILLSCOASTDRIVEBONITAAVEROADFORDSANRDBISONBLVDCANYONDRDRUNIVERSITYAVECAMPUS DRCAMPUS DRFREEWAY73 CITY OF COSTAMESACITY OFIRVINEPACIFIC OCEANJOHN WAYNEAIRPORTUPPERNEWPORTBAYNEWPORTCENTERFOYER 2-CAR GARAGE PWDR. MUD ROOM STAIRS DINING ROOM ELEV. KITCHEN GREAT ROOM PANTRY LOUNGE C.C. DN.UPVIA LIDO NORDW.M.EX. PROPERTY LINE WALLEX. PROPERTY LINE WALLGATEGATESYNTHETIC TURF DOG RUNGATERAISED FIRE TROUGHGLASS RAILINGSEE CIVIL ENGINEER'S PLAN FOR DRAINAGE AND ELEVATIONSLANDSCAPE ARCHITECTURAL PLANSFORTHE DEVIR RESIDENCELIGHTING PLANL-6L-7L-8L-5L-4 L-2 L-1 SHEET INDEX:COVER SHEETCONSTRUCTION PLANIRRIGATION PLANPLANTING PLANIRRIG. & PLANTING SPECS.COVERSHEET1L-3 CONSTRUCTION DETAILS NOTICE TO HOMEOWNER: HOME OWNER SHALL PROCESS PLANS THROUGH THE HOME OWNER’S ASSOCIATION PRIOR TO ANY CONSTRUCTION. ISSUANCE OF A BUILDING PERMIT BY THE CITY DOES NOT RELIEVE THE APPLICANT OF LEGAL REQUIREMENT TO OBSERVE COVENANTS, CONDITIONS, AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN COMMUNITY ASSOC. APPROVAL.SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL UNDERGROUND SERVICE ALERT.TOLL FREE 1-800-422-4133(TWO WORKING DAYS BEFORE YOU DIG)DIG ALERT: 800.227.2600SOUTHERN CALIFORNIA EDISON: 714.895.0246SOUTHERN CALIFORNIA GAS: 800.427.2000CITY WATER & SEWER: 949.644.3011PACIFIC BELL TELEPHONE: 800.750.2355CCITY OF NEWPORT BEACHPUBLIC WORKS DEPT.: 949.644.3311CITY OF NEWPORT BEACH PLANNING DEPT.:GENERAL INFOMATION: 949.644.3200ZONING INFORMATION: 949.644.3204CITY OF NEWPORT BEACH BUILDING DEPT.:GENERAL: 949.644.3275PERMITS: 949.644.3288INSPECTIONS: 949.644.3255NEWPORT BEACH FIRE DEPT: 949.644.3106ORANGE COUNTY HEALTH SERVICES: 714.834.3882NOTES:1. THE CONTRACTOR SHALL PROVIDE ALL LABOR, TRANSPORTATION, MATERIALS, AND SERVICES NECESSARY TO FURNISH AND INSTALL ALL CONSTRUCTION ELEMENTS AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN.2. ALL WORK SHALL BE PERFORMED BY A CALIFORNIA LICENSED CONTRACTOR.3. CONSTRUCTION AND INSTALLATION OF ALL LANDSCAPE ITEMS SHALL BE ACCORDING TO STATE, COUNTY AND LOCAL CODES, ORDINANCES AND UP TO CAL-OSHA SAFETY ORDERS REGARDING PERFORMANCE OF WORK.4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE NATURE AND LOCATION OF ALL UNDERGROUND UTILITIES, PIPES AND STRUCTURES. THE CONTRACTOR SHALL TAKE SOLE RESPONSIBILITY FOR ALL COSTS INCURRED DUE TO DAMAGE AND / OR REPLACEMENT OF SAID UTILITIES, INCLUDING DELAYS.5. ANY DISCREPANCIES BETWEEN THE FIELD CONDITIONS AND THE CONTRACT DOCUMENTS AND / OR THE DESIGN INTENT AFFECTING THE SUCCESSFUL COMPLETION AND COST OF THE PROJECT SHALL BE REPORTED TO THE OWNER (JOB SUPERINTENDENT) AND LANDSCAPE ARCHITECT IMMEDIATELY. ALL WORK RELATED TO THE PROBLEM AREA SHALL CEASE UNTIL THE DISCREPANCIES HAVE BEEN RESOLVED BY THE OWNER (JOB SUPERINTENDENT) OR LANDSCAPE ARCHITECT IN WRITING. ANY CONTINUATION OF WORK PRIOR TO THE RESOLUTION OF DISCREPANCIES IS AT THE CONTRACTOR'S RISK AND EXPENSE.6. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR THEIR AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER.7. CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION.8. WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT.10. CONTRACTOR SHALL INSTALL THIS PROJECT UTILIZING THE LANDSCAPE INDUSTRIES'S B. M. P. BEST MANAGEMENT PRACTICES.IRRIGATION DETAILSLANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.12-30-20© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-32 NORTHSCALE: 3/16" = 1'-0"0GRAPHIC SCALE5 10 15 20 2530FOYER 2-CAR GARAGE PWDR. MUD ROOM STAIRS DINING ROOM ELEV. KITCHEN GREAT ROOM PANTRY LOUNGE C.C. DN.UPVIA LIDO NORDW.M.PAVER STEPS. SEE LIGHTING PLAN FOR LIGHTS IN STEPS.CONSTRUCTIONPLAN2PAVER STEPPING PADS ON 4" CONCRETE BASE, ALLOW ±5" BETWEEN EACH FOR PLANTING. EXISTING PROPERTY LINE WALL, PROTECT IN PLACE.PAVER HARDSCAPE, SLOPE TO DRAIN. GROUT SHALL BE TIGHT AND UNIFORM .PAVER DRIVE WITH 6 INCH CONCRETE BASE.CONSTRUCTION BID ITEMS:CONTRACTOR SHALL PROVIDE AN ITEMIZED BID COST FOR EACH OF THE FOLLOWING.12345678910GENERAL:CONTRACTOR SHALL PROVIDE DECK-O-SEAL EXPANSION MASTIC (COLOR TO MATCH ADJACENT HARDSCAPE, FINISHED WITH SILICA SAND AS EXPANSION JOINTS. EXPANSION JOINTS SHALL OCCUR AT BOTTOM OF STEPS, CHANGE IN DIRECTION OF CONCRETE WALKS, ADJACENT TO BUILDINGS, AND WHERE NEW CONCRETE PAVING ABUTS EXISTING SIDEWALKS AND / OR CURBS. THE RECOMMENDED SPACING FOR EXPANSION JOINTS IN WALKS IS 16 FT. O.C. FOR CONTINUOUS WALKS UNLESS OTHERWISE RECOMMENDED BY SOILS ENGINEER.ALL INSIDES OF ALL RAISED PLANTERS / RETAINING WALLS SHALL RECEIVE THOROSEAL WATERPROOFING PER MANUFACTURES SPEC.CONTRACTOR SHALL CONSULT OWNER IN REGARDS TO OUTDOOR SPEAKER LOCATION. AND PROVIDE SEPARATE BID FOR RUNNING SPEAKER WIRE IN PVC SCH 80 CONDUIT AND WIRE TO EACH LOCATION. CONTRACTOR SHALL PROVIDE OWNER AS BUILT DRAWINGS FOR ALL UNDERGROUND UTILITIES - IRRIGATION WIRES, ANY SPEAKER WIRES AND OR GAS LINES.ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. ALL DOWNSPOUTS SHALL BE CONNECTED TO THE LOT DRAINAGE SYSTEM. SEE DRAINAGE PLANCONTRACTOR SHALL BE IN CHARGE OF PROCESSING ALL PERMITS WHERE NEEDED. POOLS, SPAS, WALLS, FENCES, PATIO COVERS, AND OTHER FREE-STANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. NO WORK SHALL BE PERFORMED WITHIN THE PUBLIC RIGHT-OF-WAY BY THE APPLICANT / OWNER, OR HIS OR HER AGENTS UNTIL A PUBLIC PROPERTY ENCROACHMENT PERMIT IS ISSUED BY THE CITY ENGINEER.MASONRY CONTRACTOR SHALL COORDINATE WITH DRAINAGE CONTRACTOR, IRRIGATION CONTRACTOR AND ELECTRICIAN TO ENSURE THAT ALL SLEEVES AND CROSSINGS ARE PROVIDED PRIOR TO PLACING OF PAVING, CONCRETE, ETC.ALL CONSTRUCTION SHALL CONFORM TO ALL LOCAL CODES AND ORDINANCES.FINISH SURFACE OF CONCRETE OR HARDSCAPE SURFACE TO BE A 3" MINIMUM BELOW STUCCO SCREED; VERIFY IN FIELD AND ADJUST GRADES IF NECESSARY TO ACHIEVE THIS. CHECK WITH GOVERNING CODES FOR REQUIREMENTS AND COMPLY WITH IF DIFFERENT.STEP TREADS TO BE 12" WIDE MINIMUM.CONTRACTOR SHALL INSTALL THIS PROJECT IN ACCORDANCE TO ALL CITY CODES AND REQUIREMENTS. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE OWNER AND THE LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION ANY KNOWN DISCREPANCY BETWEEN THAT WHICH IS SPECIFIED ON THESE PLANS AND THAT WHICH IS PERMITTED BY GOVERNING CODES AND THE HOME OWNERS' ASSOCIATION.WITH THE ACCEPTANCE TO CONSTRUCT THIS PROJECT, CONTRACTOR AND OWNER AGREE TO HOLD LANDSCAPE ARCHITECT HARMLESS OF ANY UNFORESEEN CONSTRUCTION COSTS DUE TO ELEMENTS NOT SPECIFIED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ALL SITE CONDITIONS PRIOR TO COMPLETING BIDS. CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF ALL DEMOLITION AND ANY SOIL IMPORT AND OR EXPORT NEEDED TO COMPLETE THIS PROJECT.GENERAL NOTES AND SPECIFICATIONS1. GENERAL NOTICE TO CONTRACTORSALL CONTRACTORS AND SUBCONTRACTORS PERFORMING WORK SHOWN ON OR RELATED TO THESE PLANS SHALL CONDUCT THEIR OPERATIONS SO THAT ALL EMPLOYEES ARE PROVIDED A SAFE PLACE TO WORK AND THE PUBLIC IS PROTECTED. ALL CONTRACTORS AND SUBCONTRACTORS SHALL COMPLY WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR, AND WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS' "CONSTRUCTION SAFETY ORDERS". THE OWNER AND OWNERS' REPRESENTATIVES SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTOR'S AND SUBCONTRACTOR'S COMPLIANCE WITH SAID REGULATIONS AND ORDERS.CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY: THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS: AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND HIS REPRESENTATIVE HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR HIS REPRESENTATIVE.IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO ASCERTAIN THE LOCATION OF ALL UNDERGROUND UTILITIES OR STRUCTURES FROM FIELD INVESTIGATIONS AND AVAILABLE RECORDS PRIOR TO COMMENCING ANY EXCAVATION.2. CONCRETE AND REINFORCING STEEL:CEMENT FOR CONCRETE SHALL BE A STANDARD BRAND MEETING THE REQUIREMENTS FOR TYPE V CEMENT OF ASTM SPECIFICATIONS C-150 "PORTLAND CEMENT".MINIMUM COMPRESSIVE STRENGTH OF ALL CONCRETE SHALL BE 2,500 PSI IN 28 DAYS. 6 SACK MIX WITH A 5" MAX. SLUMP. AT A MINIMUM THICKNESS OF FOUR INCHES OVER 1" SAND BASE AND 90% COMPACTED NATIVE SOIL. (DRIVEWAY MIN. THICKNESS OF 6 INCHES)THE LARGEST PRACTICAL SIZE OF COARSE AGGREGATE UP TO 1/2" SHALL BE USED IN THE CONCRETE.MINIMUM CONCRETE CLEAR COVERAGE OF REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS: CONCRETE PLACED AGAINST EARTH...3" CONCRETE PLACED AGAINST FORMS EXPOSED TO EARTH.. 2" SLABS..1 1/2"ALL REINFORCING STEEL SHALL BE DEFORMED BARS IN ACCORDANCE WITH ASTM A-615 - GRADE 40.ALL BARS AT SPLICES IN CONCRETE SHALL LAP AS FOLLOWS: GRADE 40 IS 40 DIAMETER LAP.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURELY FASTENED IN THE FORMS BEFORE PLACING THE CONCRETE.REINFORCING STEEL SHALL BE SECURELY TIED IN PLACE WITH #16 DOUBLE ANNEALED STEEL WIRE. BARS SHALL BE SUPPORTED ON WELL-CURED CONCRETE BLOCKS OR APPROVED METAL CHAIRS.WIRE FABRIC SHALL CONFORM TO "STANDARD SPECIFICATIONS FOR WELD WIRE FABRIC FOR CONCRETE REINFORCEMENT", "ASTM A-185-64".ALL CONCRETE WORK SHALL RECEIVE 1/2" "FIBERMIX STEALTH MULTIFILAMENT FIBERS" AT 2 LBS. PER CU. YD.ALL CONCRETE FLAT WORK AND OR STONE SUB-BASE SHALL RECEIVE NO. 3 BAR AT 18 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE FLAT WORK SHALL RECEIVE NO. 4 BAR AT 12 INCHES ON CENTER, CHAIRED IN PLACE ALONG CENTER OF SLAB. DRIVE CONCRETE SHALL BE A MINIMUM THICKNESS OF 6 INCHES.ALL CONCRETE SHALL BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF A PLASTIC FILM (TEN MIL POLYVINYL CHLORIDE OR EQUIVALENT) AT A MINIMUM. THE VAPOR BARRIER SHOULD BE PROPERLY LAPPED AND SEALED. SINCE THE VAPOR BARRIER WILL PREVENT MOISTURE FROM DRAINING FROM FRESH CONCRETE, A BETTER CONCRETE FINISH CAN USUALLY BE OBTAINED IF AT LEAST TWO INCHES OF SAND IS SPREAD OVER THE VAPOR BARRIER PRIOR TO PLACEMENT OF CONCRETE.3. MASONRY:UNIT MASONRY SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-90 GRADE N. MINIMUM COMPRESSIVE STRENGTH SHALL BE FOR THE GROSS SECTION OF BLOCK.CEMENT FOR MASONRY MORTAR SHALL CONFORM TO THE REQUIREMENTS OF ASTM C-150 "PORTLAND CEMENT", TYPE 1.MORTAR SHALL BE 1:3 1/2 CEMENT AND SAND MIX WITH 1/4 PART APPROVED HYDRATED LIME OR LIME PUTTY, TYPE M OR S.GROUT SHALL BE 1:3:2 CEMENT, SAND, AND 3/8" PEA GRAVEL MIX WITH A SLUMP OF 8" TO 11".DRYPACK SHALL BE 1:3 CEMENT AND SAND MIX.ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE PERFORMED BARS CONFORMING TO ASTM A-615, GRADE 40.REINFORCING STEEL SHALL BE LOCATED AT THE CENTER OF THE WALL UNLESS OTHERWISE NOTED ON THE PLANS, I.E. RETAINING WALLS.SPLICES OF REINFORCING STEEL SHALL LAP 40 DIAMETERS OR 2'-0" MINIMUM.ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURELY ANCHORED IN PLACE PRIOR TO GROUT.SYNTHETIC TURF TO BE K9GRASS BY FOREVER LAWN.ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR.6 FT. OPEN IRON GATE, PAINT BLACK4 FT. OPEN IRON GATE, PAINT WHITERAISED 16 INCH HIGH POUR IN PLACE CONCRETE FIRE TROUGH.42 INCH HIGH GLASS GUARD RAIL.1223456678964SEE CIVIL ENGINEER'S PLAN FOR DRAINAGE AND ELEVATIONS1010LANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.2-4-21© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-33 CCONSTRUCTIONDETAILS3FIRE TROUGH PLAN2'-0"5'-0" ELEVATION16"1. SMOOTH TROWEL CONCRETE2. GAS ON-OFF VALVE ON SIDE.3. 2" DEEP X 3" HIGH TOE KICK.4. PROVIDE GAS HOOP UNDER LAVA ROCK.132"3"9"8"4121. TILE FACED STEPS.2. #4 REBAR AT 12" EACH WAY.3. 6" MINIMUM AVERAGE THICKNESS. 4. #3 REBAR CONTINUOS AT STEP NOSING.5. TREADS AND RISERS -16" WIDE MIN. 6" HIGH MAX.6. EXPANSION JOINT W/ 9" SPEED DOWEL - SEE SEPARATE DETAIL.7. ADJACENT PAVING W/ THICKENED EDGE.8. BULLNOSE EDGE.9. 95% COMPACTED SUBGRADE. TILE STEPS5612345672% 14"10"986"6'-0"MAX.SIDEYARD TUBULAR STEEL FENCEVERIFY ON SITEALL FENCE AND GATE METAL SHALL BE METALIZED AND POWDER COATED AFTER FABRICATION. COLOR TO BE BLACK.STUCCOWALL TO MATCH HOUSE1. TOOLED OR SAWCUT CONTROL JOINT - MIN. 1/8" WIDE x 1/3 DEPTH OF CONCRETE WHERE SHOWN ON PLAN.2. CONCRETE PAVING AND OR CONCRETE SUB-BASE FOR STONE, BRICK ETC.. - SEE PLAN 3. THICKENED EDGE 8" THICK FOR WALKING SURFACES, 10" THICK FOR DRIVEWAY.4. REBAR PER CONSTRUCTION PLAN.5. FINISH LANDSCAPE GRADING.NOTE: MAINTAIN 3" CLEAR BETWEEN REBAR AND EARTH. 2" MIN. PROVIDE SAND BED AND / OR BASE MIX OVER COMPACTED 90% SUBGRADE. 12"MIN.TYPICAL HARDSCAPETHICKENED EDGE123454"4"12345671. CONCRETE PAVING (SEE FINISH SCHEDULE)2. FINISH GRADE3. SUB-BASE MATERIAL REFER TO SPECIFICATIONS4. COMPACTED SUBGRADE5. 1/4" RADIUS ALL EDGES6. DECORATIVE ROCK, TURF OR GROUNDCOVER (SEE FINISH SCHEDULE OR PLANTING PLAN)7. REINFORCING STEEL - REFER TO CONSTRUCTION NOTESCONCRETE STEPPERS1/4"1" SAW CUT1/4" R.CONTROL JOINT / SAW CUT DETAIL1. SECOND POUR2. # 4 REBAR AS STEEL DOWEL3. SAW CUT OR TOOLED CONTROL JOINT, SEE CONSTRUCTION PLAN4. SPEED DOWEL SLEEVE (800) 531-33555. FIRST POUR 6. COMPACTED SOIL7. POLYFELT FOAM EXPANSION. 8. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SANDFOR CONCRETE PAVING COLOR AND TEXTURE, SEE CONSTRUCTION PLAN.COLD JOINTEXPANSION JOINT12345672815EXPANSION JOINT / SPEED DOWEL DETAIL1/2"1/2"1/4" R.1. SIDE OF HOUSE2. WEEP SCREED 3. HARDSCAPE SURFACE.4. SELF-LEVELING DECK-O-SEAL EXPANSION MASTIC COLOR TO MATCH CONC., FINISH WITH SILICA SAND5. 3/ 8" POLYFELT FOAM EXPANSION.6. COMPACTED SOILFOR HARDSCAPE TYPE, SEE CONSTRUCTION PLAN.EXPANSION JOINT AT HOUSE3/8"1/4" R.4"MIN1"MIN123456LANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.2-4-21© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-34 NORTHSCALE: 3/16" = 1'-0"0GRAPHIC SCALE5 10 15 20 2530FOYER 2-CAR GARAGE PWDR. MUD ROOM STAIRS DINING ROOM ELEV. KITCHEN GREAT ROOMPANTRY LOUNGE C.C. DN.UPVIA LIDO NORDW.M.IF DISTANCES FROM TRANSFORMER EXCEED RECOMMENDED LENGTHS AND WATTAGES, EXCESSIVE VOLTAGE DROP WILL OCCUR AND LIGHT OUTPUT WILL GREATLY DIMINISH. CENTER TRANSFORMERS WHENEVER POSSIBLE. MAKE CABLE RUNS AS SHORT AS POSSIBLE TO REDUCE VOLTAGE DROP. SIZE CABLE AND TRANSFORMERS PROPERLY FOR EACH PROJECT. ALLOW ROOM FOR GROWTH OR ADDITIONS TO THE SIGHTING SYSTEM. IT IS RECOMMENDED TO USE EYELET, FLANGE SPADE, OR SPADE TERMINAL CONNECTORS WHEN ATTACHING CABLE TO TERMINAL BLOCK STUDS. THIS ENABLES ADDITIONAL SETS OF CABLE TO BE USEDAND REDUCES THE POSSIBILITY OF STRAY WIRES TO TOUCH FROM ONE CONDUCTOR TO ANOTHER. IF THIS HAPPENS, ARCHING WILL OCCUR CAUSING A SUPER HEATED CONDITION AT THE TERMINAL BLOCK.CAUTION: HALOGEN LIGHTS OPERATED BELOW 10 VOLTS CONTINUOUSLY WILL BLACKEN AND HAVE BOTH LIFE AND LIGHT OUTPUT LESS THAN THE ABOVE FIGURES. FLUORESCENT LIGHTS WILL NOT OPERATE UNDER 10 VOLTS.VOLTAGE DROP IS INHERENT IN ALL LIGHTING SYSTEMS. MAKE CABLE RUNS AS SHORT AS POSSIBLE FROM TRANSFORMER. CENTER THE TRANSFORMER WHENEVER POSSIBLE AND MAKE MULTIPLE RUNS TO ACHIEVE THE DESIRED COVERAGE.CONTRACTOR SHALL USE SILICONE- FILLED SAFETY WIRE CONNECTORS BY "KING CONNECTORS" MODEL NO. KING-6T FOR DIRECT BURRIAL LOW-VOLTAGE LIGHTING SYSTEMS.LIGHTING FIXTURES IN RELATION TO WATER ELEMENTS:RECEPTACLES ON THE PROPERTY SHALL BE LOCATED AT LEAST 10 FEET FROM THE INSIDE WALLS OF A POOL OR FOUNTAIN. EXCEPTION: RECEPTACLES THAT PROVIDE POWER FOR WATER-PUMP MOTORS FOR A PERMANENTLY INSTALLED POOL OR FOUNTAIN SHALL BE PERMITTED BETWEEN 5 AND 10 FEET FROM THE INSIDE WALLS OF THE POOL OR FOUNTAIN, AND WHERE SO LOCATED, SHALL BE SINGLE AND OF THE LOCKING AND GROUNDING TYPES AND SHALL BE PROTECTED BY GROUND-FAULT CIRCUIT-INTERRUPTER.WHERE A PERMANENTLY INSTALLED POOL IS INSTALLED AT A DWELLING UNIT AT LEAST ONE 125 VOLT RECEPTACLE SHALL BELOCATED A MINIMUM OF 10 FEET FROM AND NOT MORE THAN 20 FEET FROM THE INSIDE WALL OF THE POOL.ALL 125 VOLT RECEPTACLES LOCATED WITHIN 20 FEET OF THE INSIDE WALLS OF A POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT-INTERRUPTER. IN DETERMINING THE ABOVE DIMENSIONS, THE DISTANCE TO BE MEASURED IS THE SHORTEST PATH THE SUPPLY CORD OF AN APPLIANCE CONNECTED TO THE RECEPTACLE WOULD FOLLOW WITHOUT PIERCING A FLOOR, WALL, CEILING, DOORWAY WITH HINGED OR SLIDING DOOR, WINDOW OPENING, OR OTHER EFFECTIVE PERMANENT BARRIER.LIGHTING FIXTURES AND LIGHTING OUTLETS SHALL NOT BE INSTALLED OVER THE POOL OR OVER THE AREA EXTENDING 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS NO PART OF THE LIGHTING FIXTURE IS LESS THAN 12 FEET ABOVE THE MAXIMUM WATER LEVEL.EXCEPTION NO. 1 EXISTING LIGHTING FIXTURES AND LIGHTING OUTLETS LOCATED LESS THAN 5 FEET MEASURED HORIZONTALLY FROM THE INSIDE WALLS OF A POOL SHALL BE AT LEAST 5 FEET ABOVE THE SURFACE OF THE MAXIMUM WATER LEVEL AND SHALL BE RIGIDLY ATTACHED TO THE EXISTING STRUCTURE.EXCEPTION NO. 2 LIGHTING FIXTURES AND LIGHTING OUTLETS INSTALLED IN THE AREA EXTENDING BETWEEN 5 FEET AND 10 FEET HORIZONTALLY FROM THE INSIDE WALLS OF THE POOL SHALL BE PROTECTED BY A GROUND-FAULT CIRCUIT INTERRUPTER UNLESS INSTALLED 5 FEET ABOVE THE MAXIMUM WATER LEVEL AND RIGIDLY ATTACHED TO THE STRUCTURE ADJACENT TO OR ENCLOSING THE POOL.CORD CONNECTED LIGHTING FIXTURES SHALL MEET THE SAME SPECIFICATIONS AS OTHER CORD AND PLUG CONNECTED EQUIPMENT SET FORTH IN SECTION 680-7 WHERE INSTALLED WITHIN 16 FEET OF ANY POINT ON THE WATER SURFACE, MEASURED RADIALLY.SWITCHING DEVICES ON THE PROPERTY SHALL BE LOCATED AT LEAST 5 FEET HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID FENCE, WALL, OR OTHER PERMANENT BARRIER.GENERAL LIGHTING NOTES:ALL LIGHTING FIXTURES AND ELECTRICAL INSTALLATION SHALL BE IN CONFORMANCE WITH THE NATIONAL ELECTRICAL CODES AND LOCAL GOVERNMENTAL AGENCY, PERMIT REQUIREMENTS AND STATE HEALTH AND SAFETY REQUIREMENTS.CONTRACTOR SHALL VERIFY LOCATION OF ALL UTILITIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL BE HELD LIABLE FOR ANY DAMAGES INCURRED.ALL ELECTRICAL FIXTURES ARE SHOWN SCHEMATICALLY FOR APPROXIMATE LOCATIONS AND QUANTITIES REQUIRED. FINAL LOCATIONS TO BE VERIFIED ON SITE BY THE CONTRACTOR AT NIGHT.CONTRACTOR SHALL COORDINATE ALL SLEEVING REQUIRED WITH MASONRY AND OTHER SUBCONTRACTORS AS REQUIRED.CONTRACTOR SHALL SIZE AND CIRCUIT ALL ELECTRICAL REQUIREMENTS PER MANUFACTURERS REQUIREMENTS. ALL CABLE MUST BE INSTALLED A MINIMUM OF 12 INCHES BELOW GRADE. PVC SCH 40 SLEEVING SHALL BE PROVIDED UNDER ALL HARDSCAPE AREAS. ALL GROUND-MOUNTED FIXTURE SHALL HAVE A MINIMUM OF 18” OF EXCESS CABLE BURIED AT EACH FIXTURE FOR POSSIBLE RE POSITIONING AND OR MAINTENANCE.CONTRACTOR SHALL PROVIDE OWNER WITH ALL MANUFACTURERS GUARANTEE LITERATURE.LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 36" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR FUTURE RELOCATION.STAKE MOUNTED LIGHTING FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE, COLOR & LAMP.SCALE: NOT TO SCALETYPICAL LANDSCAPE AREA LIGHTSHRUB PLANTING AREAS5641237891. FINISH GRADE2. 2" IN G.C., FLUSH IN LAWN3. VALVE BOX (SEE SPECS.) 4. WATER PROOF CONNECTOR5. 24" LINEAR LENGTH OF WIRE, COILED.6. BRICK ( 1 OF 4 )7. PVC SWEEP ELLS,8. 1 CU. FT. PEA GRAVE (MIN)9. GRAY PVC SCH 40 WHEN SPECIFIED DIRECT BURIAL OTHERWISE. RUN ALL WIRES ADJACENT TO IRRIGATION MAIN LINE WHEN POSSIBLE.WIRE PULL BOX / JUNCTION BOX12" MIN.7LOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OF FIXTURE FOR MAINTENANCE PURPOSES.SPIKE MOUNTSPOT LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL DIRECTIONAL SPOT LIGHTSHRUB PLANTING AREASSCALE: NOT TO SCALEFINISH GRADELOW VOLTAGE CABLE WITH APPROVED WATER PROOF CONNECTION. LEAVE 18" MIN. LOOP COILED IN BOTTOM OFFIXTURE FOR MAINTENANCE PURPOSES.SPIKE MOUNTFLOOD LIGHT FIXTURE. SEE LIGHTING PLAN LEGEND FOR TYPE. TYPICAL FLOOD LIGHTSCALE: NOT TO SCALEFINISHGRADEVOLTAGE GUIDELINETOTAL WATTAGE OF RUNLINEAR FT. OF # 12/2WIRE FROM THE TRANSFORMER TOTHE FIRST LAMP40WATTS80WATTS108WATTS128WATTS144WATTS180WATTSVOLTAGE TAP TO BE USED AT TRANSFORMER25 LN. FT. 50 LN. FT. 75 LN. FT. 100 LN. FT. 150 LN. FT. 200 LN. FT. 250 LN. FT. 300 LN. FT. 350 LN. FT. 400 LN. FT. 450 LN. FT. 500 LN. FT. 550 LN. FT. 600 LN. FT. 650 LN. FT. 700 LN. FT. 750 LN. FT. 800 LN. FT. 12 V 12 V 12 V 13 V13 V13 V12 V 12 V 12 V 13 V14 V14 V12 V 12 V 13 V 13 V14 V14 V12 V 13 V 14 V 14 V15 V16 V13 V 14 V 15 V 16 V16 V18 V14 V 14 V 16 V 17 V18 V20 V14 V 16 V 17 V 18 V20 V20 V15 V 17 V 18 V 20 V20 V15 V 18 V 20 V15 V 20 V15 V 20 V16 V17 V17 V18 V18 V20 V20 V20 V20 VHOW TO USE DIFFERENT VOLT TAPS.EXAMPLE: If the first light tests at 8 volts, subtract 8volts form 12 volts, which equals 4 volts. Now add the 4 volts back into 12 volts and that will equal 16 volts (thus)12 VOLTS-8 VOLTS= 4 VOLTS12 VOLTS+ 4 VOLTS= 16 VOLTSCONTRATOR SHALL RUN MINIMUM OF 8 GUAGE WIRE FROM THETRANSFORMER FOR THE FIRST 15 FT., PRIOR TO THE REDUCTION OFWIRE SIZE. WIRE SIZE UNDER 14 GUAGE IS NOT PERMITTED FOR THIS PROJ.LIGHTING CABLE / DISTANCE CHARTCABLE TYPERECOMMENDED DISTANCE FROMTRANSFORMER(SINGLE RUN)MAXIMUM WATTAGE(LOAD)O N E C I R C U I T 2 C O N D U C T O R S18 / 220 FEET100 WATTS200 WATTS250 WATTS300 WATTS300 WATTS300 WATTS16 / 2150 FEET14 / 2 80 FEET12 / 2 100 FEET10 / 2 150 FEET8 / 2 200 FEET2 C I R C U I T S 3 C O N D U C T O R S12 / 3200 FEET600 WATTS,(300 WATTS PER CIRCUIT)10 / 3250 FEET600 WATTS,(300 WATTS PER CIRCUIT)LIGHTING PLAN4MATTE BRONZE DIRECTIONAL SPOT TOP-UL-114-MBR12TOP20 WATT HAL.MR 8SHINE AT URN OR STATUESYMBOLDESCRIPTION / COLOR MFG.MODEL NO. LAMP VOLTAGENOTES:TRANSFORMERS SHALL BE A TOP 300 WATT TOP LIGHTS TRANSFORMER BY TOP W/ INTEGRAL TIMER ) CONTACT BRETT BROWNING AT TOP LIGHTS INC. TO PLACE ORDER 877-867-5596 (CELL 949-422-4563)TMATTE BRONZE AREA LANDSCAPE / PATHLIGHT, 12” HIGH, "SMALL HAT"TOPTOP-PL-340-MBR 2 WATT LED12LOCATE ±12" AWAY FROM ANY WALK OR PATIO. ± 18" FROM MOW EDGE.MATTE BRONZE DIRECTIONAL UP LIGHT W/ LARGE SHROUDTOP 142-MBR12TOP6 WATT LEDSHINE IN MID BRANCHES OF TREEMATTE BRONZE DIRECTIONAL FLOOD LIGHTTOP-UL-150-MBR12TOPPAR 36 FLOOD6 ALT WATT LEDSHINE IN LOWER BRANCHES OF SHRUB OR VINE.LOUVERED BRASS RECESS LIGHT.TOP-SL-LGBXSL-CVR534-MBR(3) 2 WATT LED12TOPLOCATE 2" BELOW WALL CAP. INSTALL FLUSH TO WALL, WIRES IN BLUE ENT. AND OR IN STEP FACE.L I G H T I N G L E G E N DPrivate landscape lighting is not allowed to be installed within the public right-of-way per City Council Policy TLANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.12-30-20© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-35 NORTHSCALE: 3/16" = 1'-0"0GRAPHIC SCALE5 10 15 20 2530FOYER 2-CAR GARAGE PWDR. MUD ROOM STAIRS DINING ROOM ELEV. KITCHEN GREAT ROOMPANTRY LOUNGE C.C. DN.UPVIA LIDO NORDW.M.508 VIA LIDO N.NEWPORT BEACHNEWPORT BEACHNEWPORT BEACHNEWPORT BEACHNEWPORT BEACHDAVID A. PEDERSEN12-29-203895DAVE@DPLANDSCAPE.COM949-251-899920271 ACACIA ST. NEWPORT BEACH CA. SUITE 1201-30-2212-29-20· TURF AREA DOES NOT EXCEED 25% OF LANDSCAPE PLANTING AREA (PROHIBITED ON SLOPE AREAS AND PARKWAYS LESS THAN 10 FEET WIDE)· 75% OF LANDSCAPE AREA MUST BE PLATED WITH CLIMATE ADAPTED PLANTS WITH AN AVERAGE WUCOLS PLANT FACTOR OF 0.3.· COMPOST AT A RATE OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET TO A DEPTH OF SIX INCHES3-INCH MULCH LAYER APPLIED TO ALL PLANTING AREAS (EXCLUDING TURFAREAS)AUTOMATIC IRRIGATION CONTROLLERS WITH MANUAL SHUT-OFF VALVESSTATEMENT, “I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE PRESCRIPTIVE COMPLIANCE OPTION TO THE MWELO).”POINT OF CONNECTIONMAKE IRRIGATION POINT OF CONNECTION INTO WATER SERVICE LINE DIRECTLY DOWNSTREAM OF EXISTING LOT WATER METER. VERIFY EXACT LOCATION IN THE FIELD AND ADJUST AS NECESSARY. INSTALL BALL VALVE AT POC FOR IRRIGATION SYSTEM ISOLATION. EXTEND MAINLINE AS SHOWN TO SIDE YARD FOR IRRIGATION EQUIPMENT LOCATION. INSTALL BACKFLOW PREVENTER DOWNSTREAM OF BALL VALVE PER ALL LOCATE CODES. FINAL BACKFLOW PREVENTER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. PIPING BETWEEN THE POC AND THE BACKFLOW PREVENTER TO BE 1" TYPE 'K' COPPER INSTALL MASTER VALVE DOWNSTREAM OF BACKFLOW DEVICE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. INSTALL FLOW SENSOR DOWNSTREAM OF MASTER VALVE AND WIRE TO CONTROLLER PER MANUFACTURER'S DIRECTIONS. MAXIMUM DEMAND IS 5 GPM. MINIMUM DESIGN PRESSURE AT POC IS 60 PSI. CONTRACTOR SHALL TAKE A DIRECT PRESSURE MEASUREMENT AT THE POC PRIOR TO START OF WORK. IF STATIC PRESSURE IS GRATER THAN 80 PSI. INSTALL PRESSURE REGULATOR WITH BACKFLOW ASSEMBLY PER THESE PLANS AND SET TO 60 PSI. IF STATIC PRESSURE IS BETWEEN 60 PSI AND 80 PSI, DO NOT INSTALL PRESSURE REGULATOR. IF STATIC PRESSURE IS LESS THAN 60 PSI. NOTIFY LANDSCAPE ARCHITECT IN WRITING. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED.CONTROLLERINSTALL IRRIGATION CONTROLLER OUTSIDE HOUSE AS SHOWN ON THE PLANS. FINAL CONTROLLER LOCATION TO BE APPROVED IN THE FIELD BY THE OWNER OR AUTHORIZED REPRESENTATIVE. THE IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO THE FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND / OR ELECTRICAL CONTRACTOR AS NECESSARY, AND PAY ALL ASSOCIATED COST. THE IRRIGATION CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS PER LOCAL CODES. MOUNT, GROUND, AND WIRE ALL THE CONTROL EQUIPMENT PER THE MANUFACTURER'S DIRECTIONS, THESE PLANS, AND PER ALL LOCAL CODES.SLEEVINGMAINLINE AND VALVES SHOWN OUTSIDE OF PLANTED AREAS FOR CLARITY ONLY. INSTALL ALL IRRIGATION EQUIPMENT IN ADJACENT PLANTED AREAS EXCEPT WHERE SLEEVING IS SHOWN ON THE PLANS. ALL PIPES AND WIRES THAT MUST RUN UNDER HARDSCAPE TO BE SLEEVED IN SCH 40 PVC SLEEVES ACCORDING TO THE SLEEVING CHART.DRIP LINE SYSTEMSSHRUB AREAS AS SHOWN SHALL BE IRRIGATED WITH DRIP LINE IRRIGATION. INSTALL ALL DRIP LINE SYSTEMS PER THE MANUFACTURER'S DIRECTIONS AND RECOMMENDATIONS. CONTRACTORS NOT FAMILIAR WITH DRIP LINE SYSTEM INSTALLATION SHALL CONTACT THE MANUFACTURER'S REPRESENTATIVE PRIOR TO START OF WORK FOR ON-SITE PRODUCT AND INSTALLATION TRAINING. 2. Soil Preparation Mulch and Amendments(a) Prior to planting of any materials, compacted soils shall betransformed to a friable condition. On engineered slopes,only amended planting holes need to meet this requirement.(b) Soil amendments shall be incorporated according to therecommendations of the soil report and what is appropriatefor plants selected.(c) For landscape installations, compost at a rate of a minimumof four cubic yards per 1,000 square feet of permeable areashall be incorporated to a depth of six inches into the soil.Soils with greater than 6% organic matter in the top 6 inchesof soil are exempt from adding compost and tilling.(d) A minimum two, three inch (3″) layers of mulch shall beapplied on all exposed soil surfaces of planting areas exceptin turf areas, creeping or rooting groundcovers, or directseeding applications where mulch is contraindicated. Toprovide habitat for beneficial insects and other wildlife, up to5% of the landscape are may be left without mulch.Designated insect habitat must be included in the landscapedesign plan as such.(e) Stabilizing mulching products shall be used on slopes thatmeet current engineering standards such as those detailedin the USDA/USAID Low Volume Roads Engineering BestManagement Practices Field Guide.(f) The mulching portion of the seed/mulch slurry in hydroseededapplications shall meet the mulching requirement.(g) Organic mulch materials made from recycled or postconsumershall take precedence over inorganic materials orvirgin forest products unless the recycled post-consumer2.3 Soil Management ReportA. All planted landscape areas are required to have friable soil to maximize retention and infiltration. On engineered slopes, only amended planting holes need meet this requirement.B. In order to reduce runoff and encourage healthy plantgrowth, a soil management report shall be completed by the project applicant, or his/her designee, as follows:1. Submit soil samples to a certified agronomic soils laboratory for analysis and recommendations.(a) Soil sampling shall be conducted in accordance with laboratory protocol, including protocols regarding adequate sampling depth for the intended plants.(b) The soil analysis may include, but is not limited to:1. soiltexture;2. infiltration rate determined by laboratory test or soil texture infiltration rate table;3. pH;4. total soluble salts;5. sodium;6. percent organic matter; and7. recommendations.PRESCRIPTIVE COMPLIANCE OPTION 'H'This project submittal is under the City's prescriptive requirements which is an option to the City's Water Efficient Landscape Ordinance.5IRRIGATIONPLANALL PIPING AND RELATED IRRIGATION EQUIPMENT SHOWN IN PAVED AREAS IS FOR CLARITY ONLY, ALL EQUIPMENT TO BE INSTALLED IN PLANTED AREAS WHEN POSSIBLE.THE FINAL LOCATION AND EXACT POSITIONING OF THE IRRIGATION CONTROLLER SHALL BE APPROVED BY THE OWNER PRIOR TO INSTALLATION.THIS IRRIGATION SYSTEM SHALL BE INSTALLED BY A COMPETENT LANDSCAPE CONTRACTOR EXPERIENCED IN IRRIGATION INSTALLATION AND THE BASIC FUNDAMENTALS OF ITS HYDRAULIC DEMANDS. THE IRRIGATION CONTRACTOR SHALL FIELD SELECT ALL IRRIGATION NOZZLES AND ARK PATTERNS TO OBTAIN OPTIMUM HEAD TO HEAD COVERAGE WITH THE MINIMUM OF OVER-SPRAY.THE IRRIGATION CONTRACTOR SHALL GUARANTEE ENTIRE SPRINKLER SYSTEM AGAINST DEFECTIVE MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF APPROVAL. SHOULD ANY REPAIRS BE NECESSARY DURING THE PERIOD, IF DUE TO DEFECTIVE MATERIALS OR WORKMANSHIP, CONTRACTOR SHALL REPAIR AT HIS EXPENSE.OBSTRUCTIONSWHEN VERTICAL OBSTRUCTIONS (UTILITIES BOXES, STREET LIGHTS, TREES, ETC.) INTERFERE WITH THE SPRAY PATTERN OF THE SPRINKLER HEADS SO AS TO PREVENT PROPER COVERAGE, THE IRRIGATION CONTRACTOR SHALL FIELD ADJUST THE SPRINKLER SYSTEM BY INSTALLING A QUARTER CIRCLE OR HALF CIRCLE SPRINKLER HEAD ON EACH SIDE OF THE OBSTRUCTION SO AS TO PROVIDE PROPER COVERAGE. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. (TYPICAL)AUTOMATIC IRRIGATION CONTROLLERS UTILIZING EITHEREVAPOTRANSPIRATION OR SOIL MOISTURE SENSOR DATA WITH NONVOLATILEMEMORY SHALL BE REQUIRED FOR IRRIGATION SCHEDULING INALL IRRIGATION SYSTEMS RECOMMENDING U.S. EPA WATERSENSELABELED DEVICES AS APPLICABLE.ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR.CETP.O.C. (POINT OF CONNECTION) CONTRACTOR SHALL TEE OFF THE HOUSE MAIN BETWEEN THE WATER METER AND THE HOUSE AND RUN A ONE ONE QUARTER INCH MAIN LINE TO THE BACK FLOW PREVENTER. THIS LINE IS NOT SHOWN FOR CLARITY PURPOSES.WATER METER LOCATIONBALL VALVE BEFORE VAVLESEQUIPMENT SHOWN OFF SITE FOR CLARITY ONLYRAINBIRD ASVF 1"AUTOMATIC IRRIGATION CONTROL VALVE / BACKFLOWNIBCO T-580-70 TWO-PIECE BRONZE BALL VALVE - FULL PORTSCH 40 PVC IRRIGATION PRESSURE MAINLINE 18" MIBNIMUM COVERCLASS 200 PVC NON-PRESSURE LATERAL LINE - 12" MINIMUM COVEREQUIPMENT LEGENDSYMBOLMANUFACTUER / MODEL NUMBERADJUSTABLE FLOW BUBBLER ON RISER.TORO TMC-424E-OD+TSM-8F SERIES WEATHER - BASED AUTOMATIC ET ADJUSTING 'SMART' IRRIGATION CONTROLLER - WITH IRRITROL CL-100 SERIES 'CLIMATE LOGIC' WIRELESS ET / RAIN SENSORETCTOTAL IRRIGATED LANDSCAPE AREA = 108 SQ. FT.1" 1" 1"1"1"1"1"1"1"1/2"1/2"1/2"3/4"3/4"1/2" 1/2" 3/4" 3/4" 1/2"1/2"1/2"1/2"3/4" 3/4"1/2"1/2"3/4"3/4"1/2"1/2"3/4"3/4"1"1"1/2" 1/2" 3/4" 3/4"1/2"1/2"LANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.12-30-20© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-36 IRRIGATIONDETAILS61. FINISH GRADE2. NATIVE SOIL / BACKFILL PER SPECIFICATIONS3. POP-UP SPRAY HEAD AND NOZZLE PER LEGEND4. 1/2" MARLEX STREET ELL5. 1/2" SCH 40 PVC STREET ELL TxT6. 1/2" x 12" MIN. SCH 80 PVC THREADED NIPPLE7. SCH. 40 PVC LATERAL LINE FITTING WITH 1/2" FEMALE THREADED OUTLET8. LATERAL LINE PIPING PER LEGENDSEENOTEPOP - UP SPRAY HEAD12345647812"NOTES:USE TEFLON TAPE ON ALL PVC TO PVC CONNECTIONS; NO PIPE DOPE ALLOWED. SET PERIMETER HEADS 4" -4" FROM HARDSCAPE AND 6" - 12" FROM VERTICAL OBJECTS SUCH ASFENCES AND WALLS, ETC. ONLY USE BOTTOM INLET OF HEAD.18"*4"2"4"1. BALL VALVE PER IRRIGATION LEGEND (MAINLINE SIZE)2. RECTANGULAR PLASTIC VALVE BOX WITH LOCKING LID (NDS #314BCB) HEAT BRAND 'BV' ON LID IN 2" HIGH BLOCK LETTERS3. FINISH GRADE 4. SCH 40 PVC MALE ADAPTER (2 REQUIRED)5. SCH 40 PVC 45 DEGREE ELL (4 REQUIRED)6. NATIVE SOIL7. MAINLINE PIPING PER IRRIGATION LEGEND8. COMMON BRICK SUPPORTS (4 REQUIRED)9. FILL BASE OF BOX WITH PEA GRAVEL * 1/2" IN TURF AREAS, 2" IN SHRUB AREASNOTES:OFF-SET VALVE BOX AROUND BALL VALVE TO ALLOW SPACE FOR FULL MOVEMENT OF THE BALL VALVE HANDLE.BRASS BALL VALVE123456789T R E N C H I N G12"MIN.18"MIN.1. FINISH GRADE2. CLEAN BACKFILL WITH ALL ROCKS 1" OR LARGER REMOVED - 90% COMPACTION REQUIRED - SEE SPECS.3. NON- PRESSURE LATERAL LINE PER LEGEND (SNAKE IN TRENCH)5. CONTROL WIRES - INSTALL BELOW PRESSURE MAINLINE6. UNDISTURBED NATIVE SOIL.NOTES: BUNDLE AND TAPE WIRES AT 10' O.C. PIGTAIL AND LOOP WIRES AT All CHANGES IN DIRECTION. SPLICING OF WIRE RUNS IS NOT PERMITTED WITHOUT PRIOR APPROVAL FROM OWNER AND LANDSCAPE ARCHITECT. RUN CONTROL WIRES IN SAME TRENCH AS MAINLINE WHERE POSSIBLE. INSTALL 12"x12"x12" CONCRETE THRUST BLOCKS AT ALL CHANGES IN DIRECTION OF PRESSURE MAINLINE (45'S, 90'S, TEES, ETC.) AND AT ALL TERMINAL POINTS.1234561. INSERT WIRES THROUGH HOLS IN BASE OF BODY.2. STRIP WIRES APPROXIMATELY 5/8" FROM END AND TWIST TOGEATHER.3. PUT CRIMP SLEEVE ON TWISTED WIRES AND USE INDENT-TYPE CRIMPING TOOL TO SECURE. TRIM EXCESS BARE WIRE.4. PLUG PRE-FILLED WITH WATER PROOF SEALANT.5. INVERT BODY AND INSERT PLUG INTO BODY UNTIL IT SNAPS TIGHT.6. PUSH WIRES ALL THE WAY INTO PLUG TO COMPLETELY SEAL THE CRIMP SLEEVE.NOTES:USE SPEARS #DS-400 DRI-SPLICE WIRE CONNECTOR KIT. MAKE ALL WATERPROOF WIRE CONNECTIONS PER THE MANUFACTURER'S DIRECTION.WATERPROOF WIRE CONNECTOR123456ET / RAIN SENSOR - WIRELESSLEGEND:1. CLIMATE LOGIC™ WEATHER SENSOR MOUNTED OUTDOORS ON FLAT SURFACE USING SCREWS.2. CLIMATE LOGIC™ WEATHER SENSOR MOUNTED ON A RAIN GUTTER USING QUICKCLIP™ GUTTER MOUNT.3. CLIMATE LOGIC™ RECEIVER MODULE MOUNTEDINDOORS NEAR THE COMPATIBLE CONTROLLER. MOUNT WITH SCREWS AT EYE LEVEL OR IF IN ASECURE AREA, MOUNT ON HOOK AND LOOP TYPE STRIPS FOR DISMOUNTING AND HANDHELD PROGRAMMING UTILIZING THE SLACK IN THE CORD.4. SINGLE CONNECTION CORD PLUGGED INTO CONTROLLERS REMOTE PORT.5. AUTOMATIC SPRINKLER CONTROLLER 6. FINISH SURFACE OF INTERIOR SPACE WHERE CONTROLLER IS LOCATED.7. PVC SCHEDULE 40 CONTROL WIRE CONDUIT (SIZE AS REQUIRED). 8. PVC SWEEP ELL (PROTECTING LOW VOLTAGE CONTROL WIRES TO THE ELECTRIC VALVES).Irritrol CLIMATE LOGIC69F40%1:15aMENUNo Rain-Irrig a t i o n11/16CL-M1 SMART RXENABLED %AS REQ'DNOTES:INSTALL, MOUNT, AND WIRE THE CLIMATE LOGIC SENSOR AND RECEIVER PER THE MANUFACTURER'S DIRECTIONS. B. FINAL CLIMATE LOGIC SENSOR LOCATION TO BE DETERMINED IN THE FIELD AND APPROVED BY THE OWNER.C. FINAL CLIMATE LOGIC SENSOR LOCATION SHALL BE IN A LOW VISIBILITY AREA.D. FOR MOST ACCURATE SENSING, LOCATE THE SENSOR SO THAT IT IS EXPOSED TO SUN AS MUCH AS POSSIBLE. REFER TO THE OWNER'S GUIDE FOR FURTHER MOUNTING LOCATION DIRECTIONS.12346578SLEEVING12"MIN.24"MIN.1. HARDSCAPE, SEE CONSTRUCTION PLAN 2. CLEAN SAND BACKFILL COMPACT TO MATCH DENSITY OF NATIVE SOIL3. LATERAL LINE IN SCH 40 PVC SLEEVE4. PRESSURE MAINLINE IN SCH 40 PVC SLEEVE5. CONTROL WIRES IN SCH 40 PVC SLEEVE6. UNDISTURBED NATIVE SOIL.NOTES: SIZE ALL SLEEVES PER THE IRRIGATION PLAN. EXTEND SLEEVE MINIMUM 12" BEYOND EDGE OF HARDSCAPE.1234561. AUTOMATIC CONTROLLER PER LEGEND - MOUNT TO WALL PER MANUFACTURER'S DIRECTIONS DIRECTIONS.2. ELECTRICAL JUNCTION BOX FOR 115V AC POWER CONNECTION3. 12" CONDUIT WITH 115V AC POWER WIRES TO POWER SOURCE4. SCH 40 PVC CONDUIT FOR CONTROL WIRES5. SECURE ALL CONDUITS TO WALL WITH "C" CLAMP IN A MINIMUM OF TWO PLACES (TYP)6. FINISH GRADE.7. WALL.WALL MOUNTED IRRIGATION CONTROLLERFRONT VIEWSIDE VIEW1234567WALL24"18"4'-6"8"8242424"12345678910±18"ATMOSPHERIC BACKFLOW / VALVE 6. UV RADIATION RESISTANT (1 OF 2)2. WATER PROOF CONNECTION 1. ID TAG WIRE, COILED3. 30-INCH LINEAR LENGTH7. UV RADIATION RESISTANT4. REMOTE CONTROL VALVE:10. PVC LATERAL PIPE (1 OF 2)9. PVC SCH 40 ELL (1 OF 2)5. INSTALL 6-INCH MIN. ABOVE PVC SCH 40 PIPE (1 OF 2) (1 OF 2)8. FINISH GRADE / TOP OF MULCH PVC SCH 40 MALE ADAPTER HIGHEST POINT OF DISCHARGE11. PVC SCH 40 MAIN LINE TO WATER SOARCE11LANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.12-30-20© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-37 NORTHSCALE: 3/16" = 1'-0"0GRAPHIC SCALE5 10 15 20 2530FOYER 2-CAR GARAGE PWDR. MUD ROOM STAIRS DINING ROOM ELEV. KITCHEN GREAT ROOM PANTRY LOUNGE C.C. DN.UPVIA LIDO NORDW.M. SYMBOLQUANTITY HEU-SAN4 IMP-SPE18 NAN-GUL7 ROS-ALT2 SAN-TRI4 SES-AUT 8 SOL-JAS2 TRA-JAS19 NAN-GUL NANDINA DOMESTICA GULF STREAM GULF STREAM NANDINA 15 GAL. FEATHERY FOLIAGE ON ERECT CANES COMPACT TO 30" , RED FALL COLOR, WHITE FLOWER FOLLOWED BY BERRIES.IMP-SPE IMPATIENSE ONE GAL. ASSORTED COLORS, EVERGREEN PERENNIAL TO 30”, COLOR ALL YEAR.IMPATIENSE SPECIESTRA-JAS TRACHELOSPERMUM JASMINOIDES STAR JASMINE FIVE GAL. TWINING GROWN COVER / VINE PROVIDES A DENSE MAT W/ FRAGRANT WHITE FLOWERS.HEU-SAN HEUCHERA SANGUINEA 'FIREFLY' FIREFLY CORAL BELLS ONE GAL.PERENNIAL TO 12" W/ SCARLET RED BELL-LIKE FLOWERS ON COMPACT CLUMPING PLANT.SOL-JAS SOLANUM JASMINOIDES POTATO VINE / JASMINE NIGHTSHADEFIVE GAL.EVERGREEN TWINING VINE W/ PERPETUAL BLOOM OF STAR SHAPED WHITE FLOWERS. (DEER RESISTANT)ROS-ALT ROSA 'ALTISSIMO'RED CLIMBERFIVE GAL. PROFUSE LARGE SINGLE BRIGHT RED BLOOMING CLIMBING ROSE TO 10 FT. (TIE TO WALL)SESLERIA AUTUMNALISAUTUMN MOOR GRASSSES-AUTONE GAL. GRASS TO 20" TALL, BEARS SPIKE-LIKE SILVER-WHITE (TURNING GOLDEN) FLOWER TASSELS SHRUBSSYMBOL BOTANICAL NAMECOMMON NAMESIZE DESCRIPTIONSAN-TRI SANSECIERIA TRIFASCIATA 'BLACK GOLD' BLACK GOLD SANSECIERIA FIVE GAL. UPRIGHT PERENNIAL W/ 30 IN. LONG STIFF DARK GREEN LEAVES W/ YELLOW MARGIN FROM BASE. TREE PLANTING DETAILTWICE ROOT BALL WIDTH18" MIN.1. CLINCH TIE OR EQUAL (4 REQ'D)2. 10' LODGE POLE STAKES, STAKE SHALL CLEAR ROOT BALL BY 2" TREATED W/ COPPER NAPTHANATE, PLACE AT RIGHT ANGLES TO PREVAILING WINDS.3. VENTILATED TRUNK GUARD IN TURF AREAS4. TOP OF ROOT BALL TO BE 1 1/2" ABOVE FINISH GRADE.5. 4" HIGH WATERING BERM.6. 2" THICK MULCH LAYER. PER SPEC.7. FERTILIZER & MYCORRHIZAE TABS (SEE SPECS.)8. ROUGHEN SURFACE OF ROOT BALL PRIOR TO PLANTING.12345678NOTE: ALL TREES PLANTED WITHIN FIVE FEET OF HARDSCAPE SHALL HAVE A ROOT BARRIER DEVICE INSTALLED ADJACENT TO HARDSCAPE AREA. 2 X BALL DIA.SHRUB PLANTING DETAILNOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT CRACK ROOT BALL..12345671. CROWN OF PLANT TO BE 1" ABOVE FINISH GRADE2. 4" HIGH TEMPORARY BASIN.3. 2" THICK SHREDDED MULCH DO NOT USE BARK CHIPS WHERE PLAN CALLS FOR MULCH COVER.4. FERTILIZER AND MYCORRHIZAE TABS (SEE SPECS.)5. BACKFILL MIX (SEE SPECS.)6. DIG HOLE A MIN. OF 1 1/2 X THE DEPTH OF THE PLANT CONTAINER7. COMPACTED BACKFILL PER SPEC.E L E V A T I O NLEGEND1. WALL OR FENCE2. EYEBOLTS: 3/8" DIA. EYEBOLTS IN LEAD SHIELDS, PROVIDE 6.3. FINISH GRADE4. 12 GA. GALV. WIRE: SECURE VINE TO WIRE WITH NURSERYMAN'S TAPE.5. ANGLE TRUNK OF VINE BACK TO WALL AND REMOVE STAKE & TIE.NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, WIRE TRELLIS SHALL BE CONTINUOUS.VINE DETAILNON-ADHERING TYPE24" TYP.12345EDGE OF PLANTING2/3 O.C.SPACINGEQUALEQUALSPACING O.C.NOTE: ALL MASS PLANTED SHRUBS AND GROUND COVER SHALL BE PLANTED AT EQUAL SPACING (TRIANGULAR) UNLESS OTHERWISE INDICATED ON PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. MULCH ALL PLANTING AREAS PER SPEC.GROUND COVER AND SHRUB SPACINGIIIIIIIIIIIIII7PLANTING PLANHHHHTTTTTTTTTTTTTTTTTTTIIIIHEU-SANROS-ALTTRA-JASTRAIN ON WALLIMP-SPETRA-JASTRAIN ON WALLSAN-TRIAJU-REPSES-AUTSOL-JASTOTAL IRRIGATED LANDSCAPE AREA = 108 SQ. FT.NAN-GULNNNNNNNLANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.2-4-21© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-38 IIRRIGATIONANDPLANTINGSPECIFICATIONS8PLANTING SPECIFICATIONSSCOPE OF WORKPROVIDE ALL LABOR, EQUIPMENT, MATERIAL, AND SERVICES NECESSARY TO COMPLETE THE FINISH GRADING, SOIL PREPARATION, PLANTING, AND MAINTENANCE AS SPECIFIED.A. GENERAL WORK PROCEDURESWORK PROCEDURES SHALL FOLLOW BEST CUSTOMARY PRACTICE.1. ALL MATERIALS SHALL BE BEST AVAILABLE. DO NOT BEGIN SOIL PREPARATION AND PLANTING UNTIL IRRIGATION WORK AROUND PLANTING AREA IS COMPLETE AND TESTED.2. PREMOISTEN - SPECIAL CARE SHALL BE TAKEN TO PREMOISTEN THE SURFACE 8" OF ALL PLANTING AREAS AND INSURE THAT PLANTS ARE PREVENTED FROM DRYING DURING PLANTING OPERATIONS. 3. WEEDING, BEFORE AND DURING PRELIMINARY GRADING AND FINISH GRADING. ALL WEEDS AND STOLONIFEROUS GRASSES, NUT GRASS AND JOHNSON GRASS, SHALL BE CHEMICALLY ERADICATED OR DUG OUT BY THE ROOTS AND DISPOSED OF OFF SITE. 4. PREMISES SHALL BE KEPT CLEAN AND MAINTAINED FREE OF CONSTRUCTION LITTER, ALL EMPTY CONTAINERS, EMPTY BAGS AND DEBRIS SHALL BE REMOVED FROM THE SITE UPON COMPLETION OF EACH DAYS WORK. ALL WALKS OR PAVEMENTS SHALL BE SWEPT OR WASHED CLEAN DAILY. B. MATERIALS1. ORGANIC AMENDMENTS - ORGANIC AMENDMENTS SHALL BE DECOMPOSED NITROGEN STABILIZED COMPOSTED RED WOOD SHAVINGS CULTIVATED INTO TOP 8" OF ALL PLANTING AREAS. 2. HUMATE -PLUS GRANULAR SOIL CONDITIONER BY "TRI-C".3. COMMERCIAL FERTILIZER - COMMERCIAL FERTILIZER SHALL BE AGRIFORM 18-18-6 COATED PELLETS OR EQUAL4. SOIL SULFUR - SOIL SULFUR SHALL BE AGRICULTURAL GRADE.5. POLYMER - POLYMER SHALL BE A SYNTHETIC ACRYLAMID CO-POLYMERS FORMATION AS MANUFACTURED BY TERRA SORB.6. MULCH - MULCH SHALL BE A SHREDDED BARK MATERIAL AS PRODUCED BY KELLOGG'S "XERIMULCH".7. PLANTING TABLETS - PLANTING TABLETS SHALL BE 21 GRAM AGRIFORM BLUE CHIP PLANTING TABLETS. 8. PLANTS - ALL PLANTS SHALL BE HEALTHY, OF NORMAL GROWTH, WELL ROOTED, FREE FROM DISEASE, INSECTS, INSECT EGGS AND LARVAE. THE ROOTS SHALL SHOW NO EVIDENCE OF HAVING BEEN RESTRICTED, DEFORMEDOR BOUND AT ANY TIME. VARIETIES AND SIZE OF PLANTS SHALL BE AS STATED ON THE PLAN. PLANTS SHALL BE SUBJECT TO INSPECTION AND APPROVAL OR REJECTION BY THE OWNER OR THEIR REPRESENTATIVE ON THE SITE AT ANY TIME BEFORE OR DURING PROGRESS OF PLANTS SHALL BE REMOVEDFROM THE SITE IMMEDIATELY. SPECIAL CARE SHALL BE TAKEN TO INSURE THAT PLANTS IN CONTAINERS ARE ADEQUATELY WATERED.9. PLANTING MIX - ALL SOIL BACKFILL IMPUTS FOR TREES, SHRUBS, VINES, UNLESS OTHERWISE NOTED, SHALL BE PREPARED SOIL CONSISTING OF 40% NITROLIZED ORGANIC AMENDMENTS AND 60% SUITABLE EXISTING SOIL. PLUS POLYMERS PER THE FOLLOWING AMOUNTS.MYCORRHIZAE SPECIFICATIONS.CONTRACTOR SHALL APPLY TTRY-C' ENDO 120 ARBUSCULAR MYCORRHIZAL INOCULUM AT THE FOLLOWING RATES APPLY AT 1 1/2 LBS. PER 1,000 SQ. FT. FOR ALL LANDSCAPE AREAS TILL INTO SOIL W/ AMENDMENTS. (SEE SPECS) FOR BACKFILLED BEDS APPLY AT 5 LBS. PER CUBIC YARD OF MIX.CONTRACTOR SHALL ALSO APPLY 'TRY-C' MYCO PACS PLACE INDIVIDUAL PACKETS ADJACENT TO ALL SHRUB ROOT BALLS AT THE FOLLOWING RATES.1 GAL = 1 PACK5 GAL. = 3 PACKS15 GAL. = 8 PACKSCONTACT TRY-C 1-800-927-3311 FOR SUPPLIERS.C. INSTALLATION. 1. SOIL CONDITIONING (NON SLOPE AREAS)THE FOLLOWING APPLICATION SHALL BE MADE PER 1,000 SQUARE FEET OF AREA AND SHALL BE THOROUGHLY CULTIVATED INTO THE TOP 8 INCHES OF PREMOISTENED SOIL: 4 CUBIC YARDS ORGANIC AMENDMENT20 POUND COMMERCIAL FERTILIZER100 LBS TRI-C HUMATE PLUS GRANULAR SOIL CONDITIONER (AREAS WITH SLOPES GREATER THAN A 3:1 RATIO ARE EXEMPT.2. TREE AND SHRUB PLANTING a) EXCAVATE PITS WITH VERTICAL SIDES FOR ALL PLANTS, SHRUBS, AND TREES. PITS SHALL BE 1-1/2 TIMES THE DEPTHOF BALLS, AND TWICE THEIR WIDTH. b) TERRA SORB AG POLYMER SHALL BE ADDED TO PLANT BACKFILL PER THE FOLLOWING: 1 TABLE SPOON PER 1 GALLON PLANT 3 TABLE SPOON 5 GALLON PLANT 4 TABLE SPOON 15 GALLON PLANT 2 TABLE SPOON 1/2" CALIPER OF TREE TRUNK FOR SPECIMEN PLANTS LARGER THAN 15 GALLONS. UNUSED EXCAVATED SOIL SHALL BE DISPOSED OF OFF THE THE SITE. SIZE OF CONTAINER NUMBER OF TABLETS WEIGHT GRAMS 1 GALLON 1 21 5 GALLON 2 42 15 GALLON 6 126 BOXED CONTAINER 10 210 d) PLANTING HEIGHT OF SHRUBS AND TREE CROWNS TO BE 1 INCH ABOVE FINISH GRADE UNLESS NOTED OTHERWISE ON PLAN. e) COMPACT SOIL AT BOTTOM OF PIT AND TRAMP FIRMLY. FILL SOIL AROUND BALL OF PLANT USING BACKFILL AS SPECIFIED AND WATER THOROUGHLY f) IMMEDIATELY AFTER PLANTING, STAKE ALL TREES TO PREVENT DAMAGE FROM WIND AS DETAILED. g) GRADE AREAS AROUND PLANTS, TO FINISH GRADE AND DISPOSE OF EXCESS SOIL. h) WATER - IMMEDIATELY AFTER PLANTING, WATER SHALL BE APPLIED TO EACH TREE AND SHRUB, IN SUCH A MANNER AS NOT TO DISTURB BACKFILL OR MULCH, AND TO THE EXTENT THAT ALL MATERIALS IN THE PLANTING HOLE ARE THOROUGHLY SATURATED. (SEE PLANTING DETAILS FOR VARIATIONS FROM ABOVE.)3. GROUND COVER AREASPLANTING PITS FOR GROUND COVERS SHALL BE 4" X 4", OR ADEQUATE TO ACCEPT MATERIAL FROM FLATS WITHOUT CRUSHING OR DEFORMING THE ROOT BALL. PLANT AT SPACINGS AND IN AREAS INDICATED ON THE DRAWINGS. SOIL SHALL BE FIRMLY PRESSED AROUND EACHPLANT, AND THE EXCESS SOIL REMOVED FROM THE CROWN. EACH SECTION OF GROUND COVER SHALL BE IMMEDIATELY WATERED UPON COMPLETION OF PLANTING, OR WITHIN ONE HOUR.4. MULCHING OF SHRUB AREASCONTRACTOR SHALL APPLY A MINIMUM OF TWO INCHES OF KELLOGG’S “XERIMULCH” TO ALL GROUND COVER AND SHRUB PLANTING AREAS AFTER COMPLETION OF ALL PLANT INSTALLATION (ONE CUBIC YARD COVERS 162 SQ. FT. AT TWO INCH DEEP.) AREAS LESS THAN ONE INCH DEEP AFTER SETTLEMENT FOR ONE WEEK SHALL BE REMULCHED TO ACHIEVE THE REQUIRED 1" DEPTH.5. MAINTENANCE AND GUARANTEE (OPTIONAL - 60 DAYS AS SEPARATE BID ITEM)ALL PLANTING SHALL BE MAINTAINED (BY CULTIVATING, MOWING, WEEDING, WATERING, FEEDING, SPRAYING AND PRUNING) FOR 60 DAYS AFTER COMPLETION AND ACCEPTANCE OF ALL PLANTING. ALL SHRUBS AND TREES NOT LIVING AFTER 60 DAY MAINTENANCE SHALL BE REPLACED. A FINAL INSPECTION SHALL BE MADE BY THE OWNER OR THEIR REPRESENTATIVE TO VERIFY THE FOLLOWING: HEALTHY, PEST FREE PLANT MATERIALS, VIABLE WEED FREE GROUND COVER AREAS, STAKING OF TREES, ETC. IRRIGATION NOTES:1. GENERAL - ALL WORK SHALL BE IN ACCORDANCE WITH APPLICABLE CODES AND THESE PLANS. THE CONTRACTOR SHALL APPLY FOR ALL PERMITS AND PAY SAME.1.A. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS SHOWN ON THE PLANS AT THE SITE PRIOR TO COMMENCEMENT OF ANY WORK UNDER THIS CONTRACT.1.B. THE CONTRACTOR SHALL CARRY ALL WORKERS COMPENSATION,PUBLIC LIABILITY AND PROPER DAMAGE INSURANCE, AS REQUIRED BY THE OWNER AND / OR GOVERNING AGENCY.2. SCOPE OF WORK - UNLESS OTHERWISE SPECIFIED, THE CONSTRUCTION OF IRRIGATION SYSTEMS SHALL INCLUDE THE FURNISHINGS, INSTALLING AND TESTING OF ALL POINTS OF CONNECTION, BACKFLOW DEVICES AND MAINLINE; AND THE FURNISHING AND INSTALLING OF CONTROLLERS, ELECTRIC CONTROL VALVES, OTHER SPECIFIED VALVES, LATERAL LINES, RISERS AND FITTINGS, SPRINKLER HEADS, AND DRIP LINES; AND EXCAVATION AND BACKFILL AND ALL OTHER WORK IN ACCORDANCE WITH THESE PLANS, DETAILS, AND NOTES. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIAL EQUIPMENT PROPERTY, TRANSPORTATION, AND PERFORM ALL OPERATIONS REQUIRED FOR A COMPLETE AND OPERABLE IRRIGATION SYSTEM AS INDICATED ON OR REASONABLY IMPLIED BY THE DRAWINGS, DETAIL AND NOTES. INCLUDED AS A PART OF THE IRRIGATION WORK BUT NOT LIMITED BY IT ARE THE FOLLOWING:2.A. INSTALL COMPLETE OPERABLE INDEPENDENT IRRIGATION SYSTEMS PER THE PLANS, DETAILS, LEGENDS, AND NOTES.2.B. ALL IRRIGATION WORK SHALL BE GUARANTEED BY THE CONTRACTOR AS TO MATERIAL AND WORKMANSHIP, INCLUDING SETTLING OF BACKFILLED TRENCHES BELOW GRADE FOR A PERIOD OF ONE YEAR FOLLOWING THE DATE OF FINAL ACCEPTANCE OF THE WORK.3. CHECK AND VERIFY ALL SITE CONDITIONS AND UTILITY LOCATIONS PRIOR TO ANY SITE WORK. IF IT IS FOUND THAT THE SITE VARIES FROM DRAWINGS, NOTIFY THE LANDSCAPE ARCHITECT. THE LANDSCAPE ARCHITECT SHALL DECIDE ALL QUESTIONS RELATING TO THE INTERPRETATION OF THE DRAWINGS AND THE ACCEPTABLE FULFILLMENT OF THE CONTRACT.4. COORDINATE ALL IRRIGATION WORK WITH PLANTING AND GRADING OPERATIONS TO AVOID ANY CONFLICT WITH PLANTINGS PITS, DRAINAGE SWALES, ETC.5. PIPING SHOWN ON THE PLANS IS ESSENTIALLY DIAGRAMMATIC. CONTRACTOR SHALL ROUT PIPING TO AVOID CONFLICT WITH STATIONARY ELEMENTS AND IN SUCH A MANNER AS TO CONFORM WITH THE VARIOUS DETAILS AND DESIGN INTENT OF THESE PLANS. WHERE TREES, LIGHT STANDARDS, OR OTHER PHYSICAL OBSTRUCTIONS EXIST, THE PIPING AND SPRINKLER HEAD LOCATIONS SHALL BE ADJUSTED AND / OR RELOCATED AS NECESSARY TO OBTAIN FULL COVERAGE WITH MINIMAL OVER SPRAY.6. THE CONTRACTOR SHALL AT ALL TIMES PROTECT HIS WORK FROM DAMAGE AND THEFT AND REPLACE ALL DAMAGED OR STOLEN PARTS AT HIS EXPENSE UNTIL THE WORK IS ACCEPTED IN WRITING BY THE OWNER AND / OR GOVERNING AGENCY.7. EXTREME CARE SHALL BE EXERCISED IN EXCAVATING AND WORKING NEAR EXISTING UTILITIES. CONTRACTOR SHALL VERIFY THE LOCATION AND CONDITION OF ALL UTILITIES AND BE RESPONSIBLE FOR ANY DAMAGE. CONTRACTOR SHALL CONTACT UNDERGROUND SERVICE ALERT A MINIMUM OF TWO WORKING DAYS PRIOR TO DIGGING.8. THE CONTRACTOR SHALL KEEP THE PREMISES CLEAN AND FREE OF EXCESS EQUIPMENT, MATERIALS AND RUBBISH INCIDENTAL TO HIS WORK.9. THE IRRIGATION DESIGN IS BASED ON THE METER AND OR POINT OF CONNECTION SIZE AND WATER PRESSURE INDICATED ON THE WATER SOURCE / POINT OF CONNECTIONS NOTE ON THE PLANS. CONTRACTOR SHALL VERIFY THE PRESSURE PRIOR TO CONSTRUCTION. SHOULD A DISCREPANCY EXIST, NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO BEGINNING CONSTRUCTION. DO NOT PROCEED WITH ANY IRRIGATION INSTALLATION WORK UNTIL ANY AND ALL WATER SUPPLY AND PRESSURE ISSUES HAVE BEEN RESOLVED. 10. CONTRACTOR SHALL MAKE POINT OF CONNECTION (P.O.C.) AS NOTED ON THE PLANS. ALL FEES AND LOCAL REQUIREMENTS SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR.11. IRRIGATION CONTRACTOR SHALL COORDINATE 120V AC POWER TO FINAL CONTROLLER LOCATION WITH GENERAL CONTRACTOR AND OR ELECTRICAL CONTRACTOR AS NECESSARY. IRRIGATION CONTRACTOR SHALL PAY ALL ASSOCIATED FEES FOR ELECTRICAL SERVICE. IRRIGATION CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING ALL FINAL CONTROLLER CONNECTIONS PER LOCAL CODES.12. CONTRACTOR SHALL PROVIDE ALL EQUIPMENT REQUIRED TO PERFORM A MAINLINE PRESSURE TEST. THE HYDROSTATIC TEST SHALL HOLD A MINIMUM OF 150 PSI FOR 3 HRS OR MORE. CONTRACTOR SHALL CONTACT THE OWNER'S REPRESENTATIVE A MINIMUM OF 48 HOURS IN ADVANCE O THE TEST FOR CERTIFICATION. 13. CONTRACTOR SHALL THOROUGHLY FLUSH THE ENTIRE MAINLINE PRIOR TO INSTALLING REMOTE CONTROL VALVES. ALL LATERAL LINES SHALL BE COMPLETELY FLUSHED PRIOR TO INSTALLING HEADS AND NOZZLES. FOR DRIP SYSTEMS, ALL PIPING / TUBING DOWNSTREAM OF THE CONTROL VALVE SHALL BE THOROUGHLY FLUSHED PRIOR TO 'CLOSING' SYSTEM (FOR GRIND SYSTEMS), OR BEFORE INSTALLING FLUSH VALVES.14. ALL WIRES SHALL BE SOLID COOPER, PLASTIC INSULATED, U.F. DIRECT BURIAL WIRE. ALL COMMON WIRE SHALL BE #14 WHITE; ALL CONTROL WIRES SHALL BE AWG #14 RED OR BLACK. CONTROLLERS SHALL HAVE SEPARATE COLOR CODED COMMON WIRES AND CONTROL WIRES WHEN TWO OR MORE CONTROLLERS ARE ON THE PROJECT.15. ALL CONTROL WIRES AND IRRIGATION PIPING THAT RUNS UNDER HARDSCAPE / PAVING SHALL BE ENCASED IN PVC SLEEVES PER THE LEGEND. SLEEVES SHALL BE SIZED ACCORDING TO THE SLEEVING CHART ON THE PLANS. SLEEVES SHALL BE STRAIGHT RUNS OF PVC PIPE WITH NO FITTINGS INSTALLED UNDER HARDSCAPE AREAS. IF WIDTH OF HARDSCAPE EXCEEDS A FULL LENGTH OF PIPE , USE BELLED END CONNECTION OR COUPLER WITHIN SLEEVE. ENSURING SLEEVE IS LARGE ENOUGH FOR THE ADDED DIAMETER OF THE CONNECTION. 16. THE FINAL LOCATION FOR CONTROL VALVES AND QUICK COUPLERS SHALL BE APPROVED IN THE FIELD BY THE LANDSCAPE ARCHITECT OR THE OWNER'S AUTHORIZED REPRESENTATIVE. ALL VALVES AND QUICK COUPLERS SHALL BE LOCATED IN SHRUB AREAS WHEREVER POSSIBLE.17. THE CONTRACTOR SHALL HEAT BRAND VALVE NUMBERS OR OTHER MARKINGS AS CALLED FOR IN THE IRRIGATION DETAILS ON OUTSIDE OF ALL VALVE BOX LIDS.18. ALL BRASS OR GALVANIZED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE OR APPROPRIATE PIPE JOINT COMPOUND. ALL PVC TO PVC THREADED CONNECTIONS SHALL BE COATED WITH TEFLON TAPE. NO PIPE DOPE IS ALLOWED AT VALVE OR SPRINKLER HEAD CONNECTIONS. ANY PVC TO METAL CONNECTIONS SHALL BE MADE WITH A MALE THREADED PVC FITTING AND A FEMALE THREADED METAL FITTING.19. ALL PVC SOLVENT-WELD CONNECTIONS SHALL BE MADE WITH SOLVENT-WELD MATERIALS AS RECOMMENDED BY THE PIPE MANUFACTURER. SOLVENT-WELD PRIMER SHALL BE APPLIED AT ALL CONNECTIONS.20. LOW HEAD DRAINAGE WILL NOT BE ALLOWED. CONTRACTOR TO DETERMINE IN THE FIELD WHICH HEADS DRAIN AFTER THE VALVE IS SHUT OFF. CONTRACTOR SHALL PROVIDE AND INSTALL ADDITIONAL IN-LINE CHECK VALVES AS NEEDED AT NO ADDITIONAL COST TO THE OWNER.21. ALL PRESSURE SUPPLY LINES AND CONTROL WIRES TO HAVE 18" - 24" MINIMUM COVER. ALL LATERAL LINES TO HAVE 12" MINIMUM COVER. FOR RECYCLED WATER SYSTEMS, PIPE DEPTH TO BE DETERMINED BY THE LOCAL GOVERNING AGENCY. 22. MAINLINE AND WIRE SLEEVING TO HAVE A MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. MAIN LINE AND WIRE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO HAVE 36" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING TO HAVE 12" MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. LATERAL LINE SLEEVING UNDER ALL VEHICULAR ACCESS WAYS TO BE 36"MINIMUM COVER FROM TOP OF SLEEVE TO BOTTOM OF AGGREGATE BASE. CONTRACTOR SHALL INSTALL SLEEVING UNDER ALL HARDSCAPE 36" WIDE OR GREATER DUE TO GRAPHIC CLARITY. NOT ALL SLEEVES MAY BE SHOWN ON PLANS. CONTRACTOR SHALL INSTALL ALL SLEEVING PRIOR TO HARDSCAPE AND PAVING INSTALLATION.23. THE RADIUS OF EACH HEAD IS TO BE ADJUSTED SO THAT HEAD-TO-HEAD COVERAGE IS MAINTAINED, BUT OVER SPRAY ON BUILDINGS, WALKS, WALLS, AND OTHER HARD SURFACES IS MINIMIZED. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO USING THE BEST NOZZLE RADIUS AND PATTERN, USING PRESSURE COMPENSATING DEVICES FOR NOZZLES, USING ADJUSTABLE NOZZLES, OR USING THE RADIUS ADJUST SCREW ON INDIVIDUAL NOZZLES. 24. FINE TUNE EACH CONTROL VALVE FOR OPTIMUM OPERATION. THIS SHALL BE DONE BY TURNING DOWN THE FLOW CONTROL OF THE VALVE UNTIL SYSTEM PERFORMANCE STARTS TO SUFFER. AT THAT POINT OPEN UP VALVE FLOW CONTROL ABOUT ONE-HALF TURN OR UNTIL THE VALVE IS JUST OPEN ENOUGH FOR DESIRED OPERATION.25. CONTRACTOR SHALL INSTALL 2 EXTRA WIRES FROM CONTROLLER TO EACH END OF THE MAINLINE. WIRES SHALL COME UP INTO ALL VALVE BOXES ALONG THE MAINLINE PATH WITH 36" EXPANSION COILS IN EACH BOX. SPARE WIRES SHALL BE COLOR-CODED DIFFERENTLY THAN OTHER CONTROL WIRES.26. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR IS TO TURN OVER TO THE OWNER THE FOLLOWING:a. A REPRODUCIBLE SET OF "AS-BUILT" DRAWINGS AND CONTROLLER CHART.b. 2 KEYS FOR EACH CONTROLLER AND ENCLOSURE (IF APPLICABLE).c. 2 QUICK COUPLER KEYS AND MATCHING HOSE SWIVELS. (IF QUICK COUPLERS ARE SPEC).27. RECORD DRAWINGS - THE CONTRACTOR SHALL PROVIDE AND KEEP UP TO DATE A COMPLETE RECORD SET OF PRINTS WHICH SHALL BE CORRECTED DAILY AND SHOW EVERY CHANGE FROM THE ORIGINAL DRAWINGS. PRIOR TO FINAL INSPECTING, THE CONTRACTOR SHALL TRANSCRIBE ALL INFORMATION FROM THE RECORD SET TO A BLACK-LINE PRINT PROCURED FROM THE OWNER. ALL WORK SHALL BE NEAT AND LEGIBLE, LOCATION THE FOLLOWING ITEMS FROM PERMANENT POINTS OF REFERENCE: SHUT-OFF VALVES, CONTROLLER, QUICK COUPLING VALVES, OR HOSE BIBS AND OTHER PERMANENT UNDERGROUND ITEMS.28. "CONTROLLER CHART" - UPON APPROVAL OF THE FINAL RECORD DRAWINGS, PROVIDE ONE CHART FOR EACH CONTROLLER INSTALLED. THE CHART IS TO BE A REDUCED COPY OF THE APPROVED RECORD DRAWING (A BLACK-LINE PRINT REDUCED TO THE MAXIMUM SIZE THE CONTROLLER DOOR WILL ALLOW, COLORED WITH A DIFFERENT COLOR FOR EACH VALVE STATION'S AREA OF COVERAGE). WHEN COMPLETED AND APPROVED, THE CHART SHALL BE LAMINATED BETWEEN TWO PIECES OF 20 MIL. CLEAR PLASTIC AND MOUNTED ON THE INSIDE OF THE CONTROLLER DOOR USING VELCRO TAPE OR EQUAL.29. DRIP LINE IRRIGATION29.A. DRIP LINE TUBING IS SHOWN ON PLANS IN THE SUGGESTED LAYOUT. CONTRACTOR SHALL ADJUST LAYOUT AS DETERMINED NECESSARY IN THE FIELD TO MATCH THE ACTUAL SITE CONDITIONS, DIMENSIONS, ETC.29.B. ALL DRIP LINE SYSTEMS SHALL BE INSTALLED PER THE MANUFACTURER'S RECOMMENDATIONS AND DIRECTIONS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO SOIL TYPE CONSIDERATIONS, PLANT TYPE CONSIDERATIONS, SLOPES, TYPICAL TUBING LAYOUT, SUPPLY HEADERS, FLUSH HEADERS, AIR-RELEASE VALVES, FLUSH VALVES, SOIL STAPLES, AND OPERATION INDICATORS, ETC.29.C EACH DRIP LINE SYSTEM SHALL HAVE A DRIP ZONE VALVE ASSEMBLY THAT INCLUDES A PRESSURE REGULATOR AND IN-LINE FILTER PER THE IRRIGATION LEGEND. 29.D. EXTEND PVC LATERAL LINE PIPING PER IRRIGATION LEGEND FROM THE DRIP ZONE VALVE INTO THE PLANTING AREAS. ALL SUPPLY HEADERS AND FLUSH HEADERS SHALL BE PVC PIPING OR DRIP LINE TUBING AS SPECIFIED ON THE DRAWINGS.29.E. CONNECT THE DRIP LINE TUBING INTO THE PVC / POLY TUBING HEADERS PER THE MANUFACTURER'S DIRECTIONS, USING FITTINGS AS SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING.29.F. DRIP LINE TUBING RUNS SHALL BE SPACED AT APPROXIMATELY 12" O.C. OR AS NOTED ON THE PLANS.29.G. TUBING SHALL RUN GENERALLY PARALLEL TO THE LONG AXIS OF THE PLANTING AREAS. THE EXCEPTION TO THIS WOULD BE SLOPED AREAS WHERE THE TUBING SHALL RUNG PARALLEL TO THE SLOPE CONTOURS. 29.H. FLUSH VALVES SHALL BE INSTALLED AT THE TERMINAL ENDS AND OR LOW POINTS OF ZONES IN ALL DIRECTIONS. AIR RELEASE VALVES, WHERE REQUIRED FOR BURIED SYSTEM, SHALL BE INSTALLED AT THE HIGH POINTS OF EACH ZONE. REFER TO THE MANUFACTURER'S DIRECTIONS FOR THE QUANTITY OF FLUSH VALVES AND AIR-RELEASE VALVES RECOMMENDED FOR EACH ZONE.29.I. DRIP LINE TUBING SHALL BE BURIED 3"-4" BELOW FINISH GRADE, STAPLE DOWN AND COVER WITH MULCH PER THE PLANTING PLAN.29.K. ALL FITTINGS USED FOR DRIP LINE TUBING CONNECTIONS AND DRIP LINE TUBING TO PVC CONNECTIONS SHALL BE AS PRODUCED AND SUPPLIED BY THE MANUFACTURER OF THE DRIP LINE TUBING.IRRIGATION MAINTENANCE SCHEDULETHE IRRIGATION MAINTENANCE SCHEDULE TASKS LISTED BELOW ARE INTENDED AS MINIMUM STANDARDS AND MORE FREQUENT ATTENTION MAY BE REQUIRED DEPENDING ON THE PARTICULAR SITE CONDITIONS.FREQUENCY MAINTENANCE TASKQUARTERLY CONTROLLER CABINET - OPEN CABINET AND CLEAN OUT DEBRIS AND REPLACE BATTERY AS NECESSARY. CHECK WIRING AND REPAIR AS NEEDED AND CHECK CLOCK AND RESET IF NECESSARY.MONTHLY IRRIGATION SCHEDULE - ADJUST SCHEDULE FOR SEASONAL VARIATIONS AND OTHER CONDITIONS WHICH MAY AFFECT THE AMOUNT OF WATER NEEDED TO MAINTAIN PLANT HEALTH. ADJUST AS NECESSARY.QUARTERLY P.O.C. - VISUALLY INSPECT COMPONENTS FOR LEAKS, PRESSURE SETTINGS, SETTLEMENT OR OTHER DAMAGE AFFECTING THE OPERATION OF A COMPONENT. REPAIR AS NEEDED.QUARTERLY REMOTE CONTROL VALVES, ISOLATION VALVES AND QUICK COUPLER VALVES - VISUALLY INSPECT FOR LEAKS, SETTLEMENT, WIRE CONNECTIONS AND PRESSURE SETTINGS. REPAIR OR ADJUST AS NEEDED.QUARTERLY MAINLINE AND LATERALS - VISUALLY INSPECT FOR LEAKS OR SETTLEMENT OF TRENCHES. REPAIR AS NEEDED.WEEKLY SPRINKLERS - VISUALLY CHECK FOR ANY BROKEN, MISALIGNMENT OR CLOGGED HEADS, HEADS WITH INCORRECT ARC, INADEQUATE COVERAGE OR OVER-SPRAY AND LOW HEAD DRAINAGE. REPAIR AS NEEDED.MONTHLY FILTERS AND STRAINERS - VISUALLY CHECK FOR LEAKS, BROKEN FITTINGS. CLEAN AND FLUSH SCREENS.LANDSCAPE ARCHITECTURAL PLANS FORJOHN AND KRISTINA DEVIR 508 VIA LIDO NORD • NEWPORT BEACH, CA 92663DATE:DRAWN BY:D.P.12-30-20© DAVID A. PEDERSEN INC. - LANDSCAPE ARCHITECT EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT & OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY, WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION OF MR. PEDERSEN. IN THE EVENT OF UNAUTHORIZED USE OF THESE PLANS BY ANY THIRD PARTY THE CLIENT AGREES TO HOLD HARMLESS INDEMNIFY AND DEFEND D. PEDERSEN INC. LANDSCAPE ARCHITECT FROM ANY CLAIMS ARISING FROM SUCH UNAUTHORIZED RE-USE.D A V I D A. P E D E R S E N • INC.20271 ACACIA ST., SUITE 120NEWPORT BEACH, CA 92660TEL. (949) 251-8999FAX. (949) 251-0899L A N D S C A P E A R C H I T E C T U R ESHEET NO.OF - 8L-39 BRANDON ARCHITECTSDATEA-0.1PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEARCHITECTURALSITE PLAN & GRADEPLAN EXHIBIT151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.ASITE PLAN NOTESBKEYNOTESHOA NOTE:A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AFTER ROOF FRAMING AND INSTALLATION OF ROOF MATERIAL.MEASURE SHALL BE TAKEN FROM THE AVERAGE CURB HEIGHT OF 11.92'.DIMENSION NOTE:ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACTARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS.STAIRWAY NOTE:ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7ROUGH FRAMING:ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDSSECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8"ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOODGENERAL NOTE:SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES).C.N.B. NOTES:1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTSTO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANSYOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THISPERMIT.2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLICWORKS DEPARTMENT.3. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING.4. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION, REPLACEMENT BUILDING OR ADDITIONS TO AN EXISTINGBUILDING EXCEEDING 50% OF THE GROSS FLOOR AREA OF THE EXISTING BUILDING. (NBMC 12.32.015)5. FIELD INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE REQUIREMENT PRIOR TO CONCRETE PLACEMENT.6. EDISON COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION.LANDSCAPE NOTES:1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W.2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLANS, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS ANDMATERIALS.WATERPROOFING AND DAMPPROOFING NOTES:R406.1 Concrete and masonry foundation dampproomOHExcept where required by Section R406.2 to be waterproofed, foundation walls that retain earth and enclose interior spaces and nPoSTbelow grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches (152 mm) below the top of the basementnPoS, to the mOJTIFEHSBEF. Masonry walls shall have not less than 3/8-inch (9.5 mm) Portland cement parging applied to the exterior of thewall. The parging shall be dampproofed in accordance with one of the following:1. Bituminous coating.2. Three pounds per square yard (1.63 kg/m2) of acrylic modimFEDFNFOU.3. One-eighth-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C887.4. Any material permitted for waterproomOHJO4FDUJPO3406.2.5. Other approved methods or materials.Exception: Parging of unit masonry walls is not required where a material is approved for direct application to the masonry.concrete wallsshall be dampproofed by applying any one of the listed dampproomOHNBUFSJBMTPSBOZPOFPGUIFXBUFSQSPomOHNBUFSJBMTMJTUFEJO4FDUJPOR406.2 to the exterior of the wall.R406.2 Concrete and masonry foundation waterproomOHIn areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation walls that retain earth andenclose interior spaces and nPoSTCFMPXHSBEFTIBMlCFXBUFSQSPoGFEGSPNUIFIJHIFSPG(a) the top of the footing or (b) 6 inches (152 mm)below the top of the basement nPoS, to the mOJTIFEHSBEF. Walls shall be waterproofed in accordance with one of the following:1. Two-ply hot-mopped felts.2. Fifty-mWF-pound (25 kg) roll roomOH.3. Six-mil (0.15 mm) polyvinyl chloride.4. Six-mil (0.15 mm) polyethylene.5. Forty-mil (1 mm) polymer-modimFEBTQIBMU.6. Sixty-mil (1.5 mm) nFYJCMFQPMZNFSDFNFOU.7. One-eighth-inch (3 mm) cement-based, mCFS-reinforced, waterproof coating.8. Sixty-mil (1.5 mm) solvent-free liquid-applied synthetic rubber.All joints in membrane waterproomOHTIBMlCFMBQpFEBOETFBMFEXJUIBOBEIFTJWFDPNQBUJCMFXJUIUIFNFNCSBOF.Exception: Organic-solvent-based products such as hydrocarbons, chlorinated hydrocarbons, ketones and esters shall not be used for ICFwalls with expanded polystyrene form material. Use of plastic roomOHDFNFOUT, acrylic coatings, latex coatings, mortars and pargings to sealICF walls is permitted. Cold-setting asphalt or hot asphalt shall conform to Type C of ASTM D449. Hot asphalt shall be applied at atemperature of less than 200°F (93°C).*HERS VERIFICATION REQUIRED- REFERENCE T-24.12'-6 1/2"4'-2"5'-9"10.97' (E.) FS14.22' TR10.99' (E.) FS14.22' TR11.00' F S 14.50' T W 11.79' F S 17.79' T W 11.79' F S 17.79' T W 12.41' F S 18.41' T W 12.29' F S 18.29' TW 12.10' FS 18.10' T W12.42' F.F.REF. CIVIL FOR T.O.S.11.15' F.F.REF. CIVIL FOR T.O.S.11.15' F.F.REF. CIVIL FOR T.O.S.11.31' (E .) FS 17.79' T W10.97' TOP OF SEAWALL01.0101.0101.0101.0101.0402.0602.0632.2101.0402.3202.3702.0402.0502.0602.0601.0832.0332.0332.04SLOPE PER CIVIL32.2132.29SLOPE PER CIVIL10.0310.0332.0611.3111.3111.0132.2111.31' (E.) FS 14.50' T.W.NERGHBORING RESIDENCE(NOT PART OF SCOPE)NERGHBORING RESIDENCE(NOT PART OF SCOPE)VIA LIDO NORDNEWPORT CHANNELAPN: 423-191-02LOT 495TRACT 907M.M 28/25-36 PROJECT ZERO (FINISH FLOOR): 11.15'DN.DN.N29° 00' 00"E 105.00'N29° 00' 00"E 105.00'N61° 00' 00"W 30.00'N61° 00' 00"W 30.00'FOYERPWDR.STAIRSDINING ROOMELEV.KITCHENGREAT ROOMPANTRYLOUNGE(E.) DOCKNOT A PART4'-0"F.Y.S.B.5'-7"F.O.F.3'-2"4'-1 1/2"F.O.F.10'-0"F.Y.S.B. (OCEAN)15'-8 1/2"F.O.F.2'-8"F.O.F.3'-9"F.O.F.3'-1 1/2"F.O.F.2'-4 1/2"F.O.F.21'-2"CLEAR19'-9"CLEAR3'-0"S.Y.S.B.3'-9 1/2"F.O.F.22'-6"TO STREET C.L.4'-5"F.O.F.3'-0"F.O.F.4'-7"4'-7"4'-5"F.O.F.3'-2"15'-10 1/2"3'-2"3'-0"F.O.F.5'-9"11.59' FS17.59' TW11.36' (E.)' FS17.36' TW10.97' (E.)' FS14.47' TW10.0732.0332.2132.2632.08ELECTRIC VAULT32.0632.0602.2332.0632.2232.2232.2232.0622.1322.1522.1322.1522.1322.1522.1322.1522.1322.1522.1722.1722.1732.2622.1722.1732.0632.0602.2333.02TRASHRAMPDRIVEWAYSTORAGE2-CAR GARAGEMUD ROOMC.C.NOTESGENERAL NOTES01.01 PROPERTY LINE01.04 SIDE YARD SETBACK01.08 OUTLINE OF STRUCTURE/WALLS BELOW/ABOVEEXISTING CONDITIONS02.04 CURB02.05 GUTTER02.06 EXISTING STRUCTURETO BE DEMOLISHED02.23 (E.) NEIGHBORING SITE WALL AND FENCENOT A PART02.32 (E.) SEWER M.H.REF. SURVEY & CIVIL DWGS.02.37 (E.) WATER METER LOCATIONREF. SURVEY & CIVIL DWGS.SPECIALTIES10.03 EXTERIOR GUARDRAILMIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-110.07 STAIRSMAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOTCANDLE (CBC 1205.4) REF. DTL. 3/AD-1EQUIPMENT11.01 FIREPITPROVIDE GAS STUB-OUT, REF. LAND. DWGS., VERIFY W/. OWNER11.31 WATER HEATERTANK-LESS - SIZE PER T-24 REPORT REF. DTL. 1/AD-1 - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G.CONN.)PLUMBING22.13 DRAIN LINEIN WALL/FROM DECK/ROOF ABV. PROVIDE DRAIN SWEEP(ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURING SLAB.VERIFY LOC'N. W/. SITE DRAINAGE & COORD. W/. CIVIL22.15 OVERFLOW DRAININ WALL - FROM DECK/ROOF ABOVE - PROVIDE DRAIN SWEEP (ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURINGSLAB. VERIFY LOC'N. W/ SITE DRAINAGE & COORD. W/. CIVIL22.17 DOWNSPOUTALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE)EXTERIOR IMPROVEMENTS32.03 (N.) HARDSCAPESTONE PAVERS (AS SELECTED), REF. LAND. DWGS.32.04 (N.) LANDSCAPE SYNTHETIC TURF'TURFBLOCK'/'GRASSCRETE' OR EQUIV. (REF. LANDSCAPE)32.06 PLANTED AREACOORDINATE WITH LANDSCAPE DESIGNER32.08 TRASH LOCATIONSCREEN FROM STREET AS NEEDED32.18 (N.) LANDSCAPE WALLCMU PILASTER W/. STONE FINISH & PRE-CAST CONC. CAP, MAX. HT. 42" (REF. CIVIL DWGS.)32.21 (N.) PROPERTY LINE WALLPLASTER FINISH TO MATCH (MAX. 6' ABV. N.G.)32.22 (N.) WOOD GATEAS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE)32.26 (N.) CONCRETE STEPS ON GRADEREF. CIVIL DWGS.32.29 (N.) PROPERTY LINE WALLPLASTER FINISH TO MATCH (MAX. 42" ABV. N.G.)UTILITIES33.02 (N.) UTILITY PANEL LOCATIONPROVIDE MIN. 36" CLEAR IN FRONT(11.96)FF(11.00)FSN61°00'00"W 30.00'N29°00'00"E 105.00'N29°00'00"E 105.00'N61°00'00"W 30.00'EXISTINGBUILDINGEXISTINGBUILDINGEXISTINGBUILDING(13.27)FF(38.95)CHIMNEY TOP(11.36)FS(11.94)NG(12.18)FFG(12.10)FS(12.10)FS(12.35)FS(36.27)RIDGE(12.50)FS(34.66)RIDGE(35.79)CHIMNEY TOP(10.89)FS(35.10)RIDGE(12.44)FS(12.44)FS(12.70)FS(11.31)FS(11.49)FS(12.36)TS(11.79)FS(10.54)FS(10.56)FS(10.98)FSR(10.56)TD(10.51)TD(12.41)FSEVT(11.83)TC(11.33)FL(11.85)TC(11.35)FL(11.81)TC(11.40)FL(11.99)TC(11.48)FL(12.00)TC(11.48)FL(11.07)FS(11.27)FS(35.71)RIDGEVIA LIDO NORDCLCLMCLMPA(11.51)EG(11.55)EG(11.49)TC 0"(11.48)TC 0"(11.48)EG(11.44)EG(12.17)AC(12.37)AC(12.35)AC(12.36)SMHGATEGATECLMDRIVEWAYAC PAVEMENT(35.00)RIDGE(12.29)FS(12.28)FS(12.29)FS(12.37)FS(35.00)RIDGE(12.86)TS(12.87)TS(11.59)FS(11.59)FS(12.11)TS(12.14)FS(35.78)ROOF(35.75)RIDGE(11.96)FS(12.23)FS(12.09)FS(11.97)FS(12.04)FS(11.97)FS(11.49)EG(11.41)FL(10.98)FS(15.15)TWPALOT 495TRACT 907M.M. 28/25-36LOT 494(10.97)FS(11.00)FS(7.73)FS(7.62)FSLOWERBULKHEADPATIOPATIOPROPERTYLINEPROPERTYLINEPROPERTYLINEPROPERTYLINESCALE: 3/16" = 1'-0"2ARCHITECTURAL SITE PLANGRADE PLANE DETERMINATIONPT. 1:  12.10'PT. 2:  12.04'PT. 3:  11.50'PT. 4: 11.38'  47.02' / 4 = 11.76'AVERAGE SLOPE(12.10' - 11.50') / 94.125' = .01%AVERAGE CURB HEIGHTPT. 5:  11.99'PT. 6: 11.85'  23.84' / 2 = 11.92'(N X: 0"Y: 0"Z: 0"94'-1 1/2"PT. 311.50' INTERPOLATED FSPT. 411.38' INTERPOLATED FSPT. 212.04' FSPT. 112.10' FSPT. 611.85' TCPT. 511.99' TCSCALE: 1/8" = 1'-0"1GRADE PLANE & AVERAGE CURB HEIGHT EXHIBITSTRUE NORTHPROJECT NORTHTRUE NORTHPROJECT NORTH40 BRANDON ARCHITECTSDATEA-0.3PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCESLAB EDGE PLAN151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.BKEYNOTESAGENERAL NOTESNOTE:GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERALCONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING.ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTSPRIOR TO FABRICATION & POURING.DIMENSION NOTE:ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS.WATERPROOFING AND DAMPPROOFING NOTES:R406.1 Concrete and masonry foundation dampproomOHExcept where required by Section R406.2 to be waterproofed, foundation walls that retain earth and enclose interior spaces and nPoSTbelow grade shall be dampproofed from the higher of (a) the top of the footing or (b) 6 inches (152 mm) below the top of the basementnPoS, to the mOJTIFEHSBEF. Masonry walls shall have not less than 3/8-inch (9.5 mm) Portland cement parging applied to the exterior ofthe wall. The parging shall be dampproofed in accordance with one of the following:1. Bituminous coating.2. Three pounds per square yard (1.63 kg/m2) of acrylic modimFEDFNFOU.3. One-eighth-inch (3.2 mm) coat of surface-bonding cement complying with ASTM C887.4. Any material permitted for waterproomOHJO4FDUJPO3406.2.5. Other approved methods or materials.Exception: Parging of unit masonry walls is not required where a material is approved for direct application to the masonry.concretewalls shall be dampproofed by applying any one of the listed dampproomOHNBUFSJBMTPSBOZPOFPGUIFXBUFSQSPomOHNBUFSJBMTMJTUFEJOSection R406.2 to the exterior of the wall.R406.2 Concrete and masonry foundation waterproomOHIn areas where a high water table or other severe soil-water conditions are known to exist, exterior foundation walls that retain earth andenclose interior spaces and nPoSTCFMPXHSBEFTIBMlCFXBUFSQSPoGFEGSPNUIFIJHIFSPG(a) the top of the footing or (b) 6 inches (152mm) below the top of the basement nPoS, to the mOJTIFEHSBEF. Walls shall be waterproofed in accordance with one of the following:1. Two-ply hot-mopped felts.2. Fifty-mWF-pound (25 kg) roll roomOH.3. Six-mil (0.15 mm) polyvinyl chloride.4. Six-mil (0.15 mm) polyethylene.5. Forty-mil (1 mm) polymer-modimFEBTQIBMU.6. Sixty-mil (1.5 mm) nFYJCMFQPMZNFSDFNFOU.7. One-eighth-inch (3 mm) cement-based, mCFS-reinforced, waterproof coating.8. Sixty-mil (1.5 mm) solvent-free liquid-applied synthetic rubber.All joints in membrane waterproomOHTIBMlCFMBQpFEBOETFBMFEXJUIBOBEIFTJWFDPNQBUJCMFXJUIUIFNFNCSBOF.Exception: Organic-solvent-based products such as hydrocarbons, chlorinated hydrocarbons, ketones and esters shall not be used forICF walls with expanded polystyrene form material. Use of plastic roomOHDFNFOUT, acrylic coatings, latex coatings, mortars and pargingsto seal ICF walls is permitted. Cold-setting asphalt or hot asphalt shall conform to Type C of ASTM D449. Hot asphalt shall be applied ata temperature of less than 200°F (93°C).6"CURB10"19'-9"6 1/2"8'-10 1/2" 7'-10 1/2"32'-3 1/2"7'-8" 5'-6"6" 1'-1 1/2"19'-0"1'-1 1/2" 6"4'-4"15'-0"4'-4"2'-2 1/2"1'-5"7 1/2"7 1/2"1'-0"4'-7 1/2"11"5'-1 1/2" 9'-10 1/2"9"5'-9"83'-4 1/2"15'-10 1/2"21'-2"16'-9"45'-5 1/2"3'-2"23'-8"3'-2"3'-2"22'-3"4'-7"11'12.29'11'11'22.1722.1722.1722.1522.1522.1526.0312'-7" T.C.12'-7" T.C.12'-7" T.C.SLAB DEPRESSION FORELEV. VERIFY W/. G.C. &MFGR.SLAB DEPRESSION FORSLIDING DOORS VERIFYW/. G.C. & MFGR.SLAB DEPRESSION FORFIREPLACE VERIFYW/. G.C. & MFGR.SLOPE PER CIVILFOYERPWDR.STAIRSDINING ROOMELEV.KITCHENGREAT ROOMPANTRYLOUNGE6"CURB10"CURB10"21'-0 1/2" 8'-2" 8'-0" 5'-9"1'-5"36'-10 1/2"1'-3 1/2"1'-3 1/2"16'-6 1/2"4'-7"6"3 1/2"5'-8 1/2"10"5'-1 1/2"5 1/2"10'-2"1'-0"11'-1 1/2"9'-7 1/2"6"12'-0"3'-4"11'-7"11'-8"6'-8"6'-0"4'-7 1/2"16'-8"5'-9"83'-4 1/2"15'-10 1/2"30'-0 1/2"8'-0" 7'-1 1/2"38'-2"1'-3 1/2"26.3426.3405.0305.0322.1722.1722.1522.15STORAGE2-CAR GARAGEMUD ROOMC.C.NOTESMETALS05.03 HFX PANELSIZE PER STRUCT. DWGS. - G.C TO VERIFY LOCATIONPLUMBING22.15 OVERFLOW DRAININ WALL - FROM DECK/ROOF ABOVE - PROVIDE DRAIN SWEEP (ELBOW JOINT) PER CIVIL DWG'S., PRIOR TO POURINGSLAB. VERIFY LOC'N. W/ SITE DRAINAGE & COORD. W/. CIVIL22.17 DOWNSPOUTALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE)ELECTRICAL26.03 MAIN SERVICE PANEL400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)26.12 EXTERIOR LIGHTINGTO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #3326.34 PROVIDE FLUSH MOUNTED OUTLET IN FLOORVERIFY LOC'N. W/. OWNERSCALE: 1/4" = 1'-0"1SLAB EDGE PLANTRUE NORTH PROJECT NORTH41 BRANDON ARCHITECTSDATEA-0.4PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCHECK SETPLAN CHECK NO.508-2020REVISIONS NO.DATE03/25/21DEVIR RESIDENCEAREA PLANS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.21'-0"21'-2"8'-11"8'-0"7'-1 1/2"38'-2"2"22'-3"FIRST FLOOR AREA CALCULATIONSA:   23’-8” x 38’-1 ¾”  = 902.78422 S.F.B:   22’-3” x 7’-1 ¾” = 158.99479 S.F.C:   20’-5 ½” x 8’-0 ¼ ”  = 164.09288 S.F.D:  21’-3” x 8’-10 ¾”  = 189.03646 S.F.E:   22’-3” x 21’-1 ¾”  = 470.49479 S.F.F:  1’-0”  x 0’-2”  = 0.1666667 S.F.SUBTOTAL:     = 1885.56981S.F. ≈ 1,886 S.F.2-CAR GARAGEA: 473 sq ftN X: 0"Y: 0"23'-8"1'-0"22'-3"20'-5 1/2"21'-3"ABCDEFFIRST FLOOR LIVINGA: 1,413 sq ft15'-3 1/2"20'-1 1/4"4'-10 3/4"12'-0 1/2"10'-1 1/2"5 1/2"9'-10 1/2"23'-8"23'-0 1/4"8'-0 1/4"4'-11 1/4"24'-11 1/2"15'-4 3/4"SECOND FLOOR AREA CALCULATIONS (HOA)A:   2’-5 ½” x 15’-3 ½”  = 37.592014 S.F.B:   15’-4 ¾” x 20’-1 ¼”  = 309.5204 S.F.C:  24’-11 ½”  x 23’-8”  = 590.68056 S.F.D:   4’-11 ¼” x 12’-0 ½”  = 59.455729 S.F.E:   4’-10 ¾” x 6’-6 ¼”  = 31.924913 S.F.F:   8’-0 ¼” x 9’-10 ½”  = 79.205729 S.F.G:   4’-0 ¼”  x 0’-5 ½”  = 1.8381076 S.F.H:   23’-0 ¼” x 23’-9 ½”  = 547.70399 S.F.I:   1’-8 ½” x 10’-10 ¼”  = 18.542535 S.F.HOA 1:     = 25   S.F.HOA 2:     = 43   S.F.HOA 3:     = 41   S.F.SECOND FLOOR GRAND TOTAL (+ HOA) = 1,786 S.F.FIRST FLOOR:    = 1,886 S.F.SECOND FLOOR (+HOA):   = 1,786 S.F.GRAND TOTAL LIVING (+HOA):  = 3,672 S.F.SECOND FLOOR AREA CALCULATIONS (CITY)A:   2’-5 ½” x 15’-3 ½”  = 37.592014 S.F.B:   15’-4 ¾” x 20’-1 ¼”  = 309.5204 S.F.C:  24’-11 ½”  x 23’-8”  = 590.68056 S.F.D:   4’-11 ¼” x 12’-0 ½”  = 59.455729 S.F.E:   4’-10 ¾” x 6’-6 ¼”  = 31.924913 S.F.F:   8’-0 ¼” x 9’-10 ½”  = 79.205729 S.F.G:   4’-0 ¼”  x 0’-5 ½”  = 1.8381076 S.F.H:   23’-0 ¼” x 23’-9 ½”  = 547.70399 S.F.I:   1’-8 ½” x 10’-10 ¼”  = 18.542535 S.F.SUBTOTAL:    = 1676.464 S.F. ≈ 1,677 S.F.FIRST FLOOR:    = 1,886 S.F.SECOND FLOOR:    = 1,677 S.F.GRAND TOTAL LIVING:  = 3,563 S.F.HOA 3A: 41 sq ftN X: 0"Y: 0"4'-0 1/8"4'-0 5/8"10'-10 1/4"6'-6 1/4" 5'-1 1/4"23'-9 1/2"HIGFDECBASECOND FLOOR LIVINGA: 1,677 sq ftHOA 2A: 43 sq ftHOA 1A: 25 sq ft46'-11 1/2"1'-8 1/2"11"22'-5 1/2"1'-6 1/2"19'-0"24'-0"5'-8 1/2"FIRST FLOOR OPEN AREA CALCULATIONS (HOA)A:   0’-10 7/8” x 19’-0”  = 17.22 S.F.B:   1’-8 1/2” x 22’-5 1/2” = 38.37 S.F.C:   46’-11 1/2” x 1’-6 1/2”  = 72.39 S.F. SUBTOTAL:    = 127.98S.F. ≈ 128 S.F.FIRST FLOOR OPEN AREA CALCULATIONS (CITY)D:   5’-8 3/4” x 22’-3 5/8”  = 137.5 S.F. SUBTOTAL:     = 137.5S.F. ≈ 138 S.F.N X: 0"Y: 0"ABCDFIRST FLOOR OPEN AREAA: 128 sq ft5"7'-0 3/4"1'-11"2'-9 1/2"24'-0"1'-11" 1'-11 1/2"28'-8"3 1/2"2'-3 1/2"10'-10 1/4"6 1/2"5'-0"1 1/2"5'-10 1/4"4'-4"5'-10 1/4"4'-4"SECOND FLOOR OPEN AREA CALCULATIONS (HOA)A:   1’-11 ½” x 0’-5”  = 0.816 S.F.B:   1’-11” x 10’-10 ¼” = 20.804  S.F.C:  7’-0 ¾”  x 24’-0”  = 169.5  S.F.D:   1’-11” x 2’-3 ½”  = 4.392  S.F.E:   2’-9 ½” x 0’-3 ½”  = 0.814  S.F.F:  0'-6 1/2" x 5'-0" = 2.71  S.F.G:  28'-8" x 0'-1 1/2" = 3.58 S.F.SUBTOTAL:    = 202.616  S.F. ≈ 203 S.F. FIRST FLOOR     = 128 S.F.SECOND FLOOR    = 203 S.F.GRAND TOTAL:   = 331S.F. > 327.60 S.F.SECOND FLOOR OPEN AREA CALCULATIONS (CITY)B:   1’-11” x 10’-10 ¼” = 20.804  S.F.C:  7’-0 ¾”  x 24’-0”  = 169.5  S.F.F:  0’-6 ½”  x 5’-0”  = 2.71  S.F.SUBTOTAL:     = 193.014  S.F. ≈ 193 S.F. FIRST FLOOR     = 138 S.F.SECOND FLOOR    = 193 S.F.GRAND TOTAL:   = 331 S.F. > 327.60 S.F.SECOND FLOOR OPEN AREAA: 203 sq ftMASTER BALCONYA: 11 sq ftMASTER BALCONYA: 11 sq ftN X: 0"Y: 0"ABCDEFGHHLANDSCAPE AREA CALCULATIONSL-A:    = 3  S.F.L-B:    = 29 S.F.L-C:    = 45 S.F.L-D:   = 70 S.F.L-E:    = 15 S.F.L-F:   = 79 S.F.GRAND TOTAL:= 241S.F. < 500 S.F.L-EA: 15 sq ftL-CA: 45 sq ftL-AA: 3 sq ftL-BA: 29 sq ftL-DA: 70 sq ftL-FA: 79 sq ftN X: 0"Y: 0"Z0"12'-11 1/2"18'-1 1/2"29'-11 3/4"15'-4 3/4"10'-8 1/4"1'-7 1/4"9'-4"2'-3"2'-2 1/2"10'-10" 10'-2 1/4" 7'-8 1/4" 30'-1 3/4" 5'-10 5/8" 3'-8" 5'-10 1/8"2'-6"10'-6 1/8"9'-10 1/2"15'-2"2'-1 1/2"4 1/8"11'-3 1/2"12'-3 1/2"10'-6 1/8"ROOF AREA CALCULATIONS1:   2’-2 ½” x 10’-8 ¼”  = 23.602 S.F.2:   12’-11 ½” x 2’-3”  = 29.156 S.F.3:  10’-2 ¼”  x 6’-6 ¾”  = 66.855 S.F.4:   2’-6”  x 15’-2”  = 37.912 S.F.SUBTOTAL (FLAT ROOF):   = 157.53 S.F. ≈ 157 S.F.A:   14’-8 ½” x 1’-7 ¼”  = 23.595 S.F.B:   10’-10” x 10’-8 ¼”  = 115.78 S.F.C:  10’-2 ¼”  x 5’-8 ¾”  = 58.366 S.F.D:   7’-8 ¼” x 11’-3 ½”  = 86.805 S.F.E:  30'-1 ¾”x 12’-3 ½”  = 370.54 S.F.F:  5'-10 3/8”x 10’-6 1/8”  = 61.639 S.F.G:  3'-8”x 9’-10 ½”  = 36.208 S.F.H:  5'-10 1/8”x 10’-6 1/8”  = 61.420 S.F.I:  15'-4 ¾”x 0’-4 1/8”  = 5.292 S.F.J:  78'-1 ½”x 9’-4”  = 729.17 S.F.K:  29'-11 ¾”x 2’-1 ½”  = 63.706 S.F.L:  18'-1 ½”x 2’-3”  = 40.781 S.F.SUBTOTAL (SLOPED ROOF):   = 1653.3 S.F ≈ 1,653 S.F.GRAND TOTAL    = 1,810 S.F.N X0"78'-1 1/2"14'-8 1/2"5'-8 3/4" 6'-6 3/4"124BCDEJLKIFGHA3SCALE: 1/8" = 1'-0"4FIRST FLOOR AREA PLANSCALE: 1/8" = 1'-0"5SECOND FLOOR AREA PLANSCALE: 1/8" = 1'-0"1FIRST FLOOR OPEN AREA PLANSCALE: 1/8" = 1'-0"2SECOND FLOOR OPEN AREA PLANSCALE: 1/8" = 1'-0"3LANDSCAPE AREA PLANSCALE: 1/8" = 1'-0"6ROOF AREA PLAN42 BRANDON ARCHITECTSDATEA-0.5PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCHECK SETPLAN CHECK NO.508-2020REVISIONS NO.DATE03/25/21DEVIR RESIDENCEAVERAGE ROOFHEIGHT EXHIBITS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.22'-9 1/4"15'-2"19'-1 1/4"22'-8"1'-0"22'-10 1/2"9'-10 1/4"1'-1 1/2"22'-7 1/4"9'-0 1/4"28'-10 3/4"15'-4 3/4"3'-0 1/2"4'-0 1/8"31'-4 7/8"0"15'-4 3/4"2'-7 1/2"4'-8 3/4"2'-9 1/2"4'-8 3/4"10'-3 3/4"8'-4 3/8"5'-0 1/8"6'-9 1/8"19'-5 3/4"4'-0 1/8"31'-4 7/8"15'-4 3/4"10'-0 3/4"8'-6 3/8"20'-7"10'-3 3/4"4'-3 1/4"5'-2 1/2"8 7/8"TOTAL AVERAGE ROOF HEIGHT:A:   1’-1 ½” x 9’-10 ¼”  =  11.09 S.F.B:   22’-7 ¼” x 22’-10 ½” = 517.07  S.F.C:  22’-9 ¼”  x 1’-0”  =  22.77 S.F.D:   9’-¼”  x 20’-7”  = 185.68 S.F.E:   28’-10 ¾” x 22’-8”  = 654.97  S.F.F:  15'-4 ¾" x 19'-1 ¼" = 294.13 S.F.G:  3'- ½" x 15'-2" =  46.13 S.F.SUBTOTAL:     =   S.F. ≈ 1732 S.F. TOTAL ROOF AREA   = 1732 S.F.ROOF AREA ABOVE 22'   = 826 S.F.PERCENT ABOVE 22':   = 826 / 1732 = 47.6%TOTAL ROOF HEIGHT ABV. 22':H:   6’-9 1/8” x 5’-0 1/8”  =  33.87 S.F.I:   4’-8 ¾” x 10’-3 ¾”  = 48.77  S.F.J:  19’-5 ¾”  x 8’-4 3/8”  = 162.94 S.F.K:   4’-3 ¼” x 5’-2 ½”  = 22.24 S.F.L:   4’-8 ¾” x 10’-3 ¾”  = 48.77  S.F.M:  4'-0 1/8" x 20'-7" = 82.55 S.F.N:31'- 5"x 8'-6 3/8" = 268.02 S.F.O: 2’- 7 ½” x 0’-9”  = 1.96 S.F.P:  2’-9 ½” x 0’-9”  = 2.09  S.F.Q:  15'-4 ¾" x 10'-¾" = 154.92 S.F.SUBTOTAL:     =   S.F. ≈ 826 S.F. TOTAL ROOF AREA   = 1732 S.F.ROOF AREA ABOVE 22'   = 826 S.F.PERCENT ABOVE 22':   = 826 / 1732 = 47.6% N X: 0"Y: 0"Z: 0"19'-1 1/4"22'-8"8'-6 3/8"20'-7"8 7/8"28'-10 3/4"15'-4 3/4"3'-0 1/2"826 sq ft826 sq ftABCDEFGHIJKLMNQOPSCALE: 1/8" = 1'-0"1HOA AVERAGE ROOF HEIGHT43 BRANDON ARCHITECTSDATEA-1.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCE3D VIEWS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.NOT TO SCALE1WEST AXONOMETRICNOT TO SCALE2SOUTH AXONOMETRICNOT TO SCALE3NORTH AXONOMETRICNOT TO SCALE4EAST AXONOMETRIC44 BRANDON ARCHITECTSDATEA-2.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEFLOOR PLANS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.AGENERAL NOTESBANNOTATION LEGENDCKEYNOTESHOA NOTE:A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AFTER ROOF FRAMING AND INSTALLATION OF ROOF MATERIAL.MEASURE SHALL BE TAKEN FROM THE AVERAGE CURB HEIGHT OF 11.92'.DIMENSION NOTE:ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACTARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS.ROUGH FRAMING:ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDSUSE 2X6 MINIMUM STUDS FOR PLUMBING WALLSSECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8"ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOODDUCTS PENETRATION:DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BECONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVEOPENINGS INTO THE GARAGE (R302.5.2)STAIRWAY ILLUMINATION:1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THELIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TOCONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7)  EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS   PROVIDED.2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY.EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH ANARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8)GARAGE FLOOR:GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OFAUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAINVEHICLE ENTRY DOORWAY. (R309.1)PLUMBING:1. ALL FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAX FLOW RATE SET BY CALGREEN (CALIFORNIA GREEN BUILDINGSTANDARD CODE) AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE AND FITTING2. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCEW/. ASSE 1070/ASME A112.1070/CSA B125.70 @ SHOWERS & TUBS.3. MAX. TEMP. OF 110° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCEW/. ASSE 1070/ASME A112.1070/CSA B125.70 @ BIDETS.4. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALLOR OBSTRUCTION. CPC 407.55. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALLOR OBSTRUCTION (CPC 402.5).6. CLEAR SPACE IN FRONT OF LAVATORY SHALL NOT BE LESS THAN 24-INCHES (CPC 402.5)7. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THECONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITHASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC402.5)8. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, ANDSHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6)9. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN AGARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TOMECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THEVEHICLE. (CPC 507.13)10. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE ATTHE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITHSTRAPPING AT LOWER POINT.MATERIALS & FINISHES:1. WALLS COVERINGS AND FLOOR OF SHOWERS AND BATHTUBS WITH A SHOWER HEAD SHALL BE OF CEMENT PLASTER, TILE, ORAPPROVED EQUAL NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 72-INCHES ABOVE THE FLOOR. PROVIDE CEMENTBOARD, CEMENT PLASTER BACKING, OR TILE BACKBOARD FOR TILE FINISH. (CRC R307.2)2. INSTALL MIN. 5/8" TYPE 'X' MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS.FIREPLACES:1. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITHTHEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1)2. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE U.S. EPA’S VOLUNTARY FIREPLACE PROGRAM PHASE 2EMISSIONS LEVEL. (CRC 1004.1.1)3. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCHSHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED INACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3)4. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET TO A PROPERTY LINE. (TABLESR302.1(1)&(2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM PROPERTY LINES.5. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2)6. SOLID FUEL BURNING FIREPLACES (IF PERMISSIBLE): A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. B. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE.7. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT VENT SEALED-COMBUSTION PER CAL GREEN SECTION 4.503.FEMA: ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING (INCLUDING DUCTS) MUST BE AT OR ABOVE BFE(NAVD88).WOOD OR WOODBASED PRODUCTS NOTE:WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPAU1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS:1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERSWHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHINTHE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES(203 MM) FROM THE EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATEDFROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH(12.7 MM) ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES(152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTUREBARRIER.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRYWALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL ANDTHE FURRING STRIPS OR FRAMING MEMBERS.*HERS VERIFICATION REQUIRED- REFERENCE T-24.1PROJECT NORTHTRUE NORTHROOM NAMEUP20R x 7 1/2"NN15'-6"1A-4.01A-5.0N90° 00' 00"E 78.25'101.131iELEVATION/SECTION INDICATORWINDOW TAGDOOR TAGROOM TAGPROPERTY LINE TAGSTAIR TAG (NO. OF RISER & HEIGHT)KEYNOTE TAGSPOT ELEVATION1-HR RATED CONDITION, REF. DTLS.98121392A-5.12A-5.152'-3"3'-0"S.Y.S.B.3'-0"S.Y.S.B.10'-0"OCEAN F.Y.S.B.4'-0"F.Y.S.B.4'-10" CLR1'-0 1/2"11.15' F.F.12.42' F.F.3A-5.03A-5.04A-5.04A-5.01A-5.11A-5.12A-5.02A-5.01A-5.01A-5.01A-4.11A-4.02A-4.006.4206.4322.0801.0101.0101.0401.0201.0101.0126.3426.3408.0208.0108.0110.0711.33DN.UPUP2R X 7 5/8"FOYERPWDR.STAIRSDINING ROOMELEV.KITCHENGREAT ROOMPANTRYLOUNGE325610121113147443'-0"CLR4'-0"11"5'-0" CLR11'-1 3/4" F.F.2A-4.134.0111.0406.4206.4306.2606.4206.4306.4114.0126.4006.4306.4106.4306.4211.0923.0206.4106.4306.3411.0922.0611.1306.4206.4106.2606.4306.4206.4106.4106.4312.0112.0106.4306.4312.0111.0611.1106.4134.0112.0111.2208.0926.0311.3111.3110.07SLOPE PER CIVILSLOPE PER CIVIL(2) LAYERS 5/8" MOLD TOUGH VHIFIRECODE 'X' BD.STORAGE16R X 7 3/4"2-CAR GARAGEMUD ROOMC.C.2A-5.12A-5.1312981920141321231916262718222415282526272517202110612730113A-5.03A-5.04A-5.04A-5.01A-5.11A-5.12A-5.02A-5.01A-5.01A-5.01A-4.11A-4.02A-4.03'-0"S.Y.S.B.3'-0"S.Y.S.B.4'-0"F.Y.S.B.10'-0"OCEAN F.Y.S.B.13'-9"9 5/8"3'-0"CLR2'-6"CLR2'-6"CLR2'-6"CLR4'-6"CLR5'-0"CLR2'-6"CLR2'-6"CLR2'-6"CLR2'-6"CLR9 5/8"22.73'22.73' F.F22.73' F.F22.0822.0822.0822.082%2%2%2% MIN.2%08.0108.0122.1611.0408.0508.0508.0506.02FLAT ROOF BELOW05.01MASTERBALCONYBALCONYROOFACCESSABV.ATTICACCESSABV.FAUABV.FAUABV.DOWNDOWNBATH #3BEDROOM #3BEDROOM #4BATH #4W.I.C.STAIRSBATH #2FUTURE ELEV.LNDRY.MASTER BATHBEDROOM #2MA. W.I.C.W.C.MASTER BEDROOM2A-4.11516181724232211"4'-0" 4'-0"4'-0"CLR14.0126.4012.0112.0111.1806.4306.4312.0112.0112.0106.2606.2612.0106.2606.2606.3006.2606.4306.4206.4306.3006.3806.3806.3806.3806.3806.3022.0522.2022.0522.2022.0522.2022.0522.2022.0406.2606.4306.3010.0710.0110.017:1209.2622.1222.1216R X 7 3/4"DOWNOFFICE / HUBPROJECT NORTHTRUE NORTHPROJECT NORTHTRUE NORTHNOTESGENERAL NOTES01.01 PROPERTY LINE01.02 FRONT YARD SETBACK01.04 SIDE YARD SETBACKMETALS05.01 EXPOSED STEEL BEAMSIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D.WOOD, PLASTICS, & COMPOSITES06.02 DECK FRAMING - REF. STRUCT.06.26 BASE CABINETSINK UNIT, BUILT-IN, FINISH AS SEL.06.30 COUNTERTOPAS SELECTED06.34 KITCHEN ISLANDBASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER06.38 BUILT-IN CLOSETCUSTOM PER INTERIOR DESIGNER06.41 TALL CABINETBUILT-IN, FINISH AS SEL.06.42 UPPER CABINETBUILT-IN, FINISH AS SEL.06.43 BASE CABINETBUILT-IN, FINISH AS SEL.OPENINGS08.01 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1)08.02 7 3/4" STEP AT IN SWING DOORS (R311.3.1.)08.05 WINDOW TO MEET EGRESS REQUIREMENTSREF. DOOR AND WINDOW NOTES #6, SHT. A-7.008.09 GARAGE DOORRATED, 1-3/8" SOLID CORE, SELF-CLOSING AND SELF-LATCHING. REF. DOOR SCHEDULEFINISHES09.26 CONCRETE ROOF TILECOLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.0SPECIALTIES10.01 EXTERIOR GLASS GUARDRAILTEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-110.07 STAIRSMAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOTCANDLE (CBC 1205.4) REF. DTL. 3/AD-1EQUIPMENT11.04 WASHER/DRYERPROVIDE 4" MIN. DIA. DUCT, 14' MAX. LENGTH INCLUDING (2) 90 DEGREE ELBOWS, DEDUCT TWO(2) FEET FOREACH 90 DEGREE ELBOW IN EXCESS OF TWO(2) (CMC 504.3.2)11.06 FREEZERVERIFY APPLIANCE W/. OWNER11.09 RANGEVERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TOOUTDOOR AIR11.11 REFRIGERATORVERIFY APPLIANCE W/. OWNER11.13 TRASH COMPACTORVERIFY APPLIANCE W/. OWNER11.18 FIREPLACEFIREPLACE - PREFABRICATED, GAS ONLY, 'MASON-LITE FIREPLACE ', MODEL 'BURNTECH GBVS49' ICC# ESR-2401[DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BELISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS.GASEOUS FUELBURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLYW/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.)11.22 FIREPLACEPREFABRICATED, GAS ONLY, 'FLARE - FF-45-H' - ANSI Z21.50B-2014 [DTL. 22/AD-1] (FACTORY BUILTFIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/.THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BEPERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGYSTANDARDS MANDATORY MEASURES.)11.31 WATER HEATERTANK-LESS - SIZE PER T-24 REPORT REF. DTL. 1/AD-1 - VERIFY SIZE REQ'D. W/. MFG. (PROVIDE ADEQUATE N.G.CONN.)11.33 REFRIGERATOR/ FREEZERVERIFY APPLIANCE W/. OWNERFURNISHINGS12.01 FURNISHINGSAS SELECTEDCONVEYING EQUIPMENT14.01 RESIDENTIAL ELEVATOR'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 56"" X 60"" CLEAR - PROVIDE SHOP DWGS. TOARCH. PRIOR TO PURCHASE & INSTALLATIONPLUMBING22.04 BATHTUBFREE-STANDING, AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER)22.05 SHOWERPROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH (R307.2)22.06 DISHWASHERAS SELECTED22.08 TOILETMIN. 24" CLR. IN FRONT, MIN. 30"" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO.22.12 DECK DRAINSLOPE 2% MIN. - REF. DTL. 11/AD-122.16 FLOOR DRAIN22.20 CUSTOM SHOWERSEAT PER I.D.HEATING VENTILATING & AIR CONDITIONING23.02 KITCHEN EXHAUST HOODTO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTIONELECTRICAL26.03 MAIN SERVICE PANEL400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION)26.34 PROVIDE FLUSH MOUNTED OUTLET IN FLOORVERIFY LOC'N. W/. OWNER26.40 PROVIDE POWER FOR ELEVATOR EQUIPMENTVERIFY LOC'N. & LOAD W. MFG.TRANSPORTATION34.01 VEHICLEMINIMUM PARKING DIMENSIONS ON PLANSNN NNSCALE: 1/4" = 1'-0"2FIRST FLOOR PLANSCALE: 1/4" = 1'-0"1SECOND FLOOR PLAN45 BRANDON ARCHITECTSDATEA-2.1PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEDIMENSION PLANS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.AGENERAL NOTESBANNOTATION LEGENDCKEYNOTESHOA NOTE:A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AFTER ROOF FRAMING AND INSTALLATION OF ROOF MATERIAL.MEASURE SHALL BE TAKEN FROM THE AVERAGE CURB HEIGHT OF 11.92'.DIMENSION NOTE:ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST1/8" AND INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE (F.O.S.) U.N.O. - CONTACTARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS.ROUGH FRAMING:ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDSUSE 2X6 MINIMUM STUDS FOR PLUMBING WALLSSECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8"ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOODDUCTS PENETRATION:DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BECONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL NOT HAVEOPENINGS INTO THE GARAGE (R302.5.2)STAIRWAY ILLUMINATION:1.INTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND TREADS. THELIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11LUX) AS MEASURED AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT EACH FLOOR LEVEL TOCONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OR MORE RISERS. (R303.7)  EXCEPTION: A SWITCH IS NOT REQUIRED WHERE REMOTE, CENTRAL OR AUTOMATIC CONTROL OF LIGHTING IS   PROVIDED.2.EXTERIOR STAIRWAYS SHALL BE PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE LOCATED AT THE TOP LANDING OF THE STAIRWAY.EXTERIOR STAIRWAYS PROVIDING ACCESS TO A BASEMENT FROM THE OUTDOOR GRADE LEVEL SHALL BE PROVIDED WITH ANARTIFICIAL LIGHT SOURCE LOCATED AT THE BOTTOM LANDING OF THE STAIRWAY. (R303.8)GARAGE FLOOR:GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL.THE AREA OF FLOOR USED FOR PARKING OFAUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAINVEHICLE ENTRY DOORWAY. (R309.1)PLUMBING:1. ALL FIXTURES AND FITTINGS SHALL COMPLY WITH THE MAX FLOW RATE SET BY CALGREEN (CALIFORNIA GREEN BUILDINGSTANDARD CODE) AND CALIFORNIA PLUMBING CODES. G.C. TO VERIFY PRIOR TO PURCHASE AND INSTALL OF ANY FIXTURE AND FITTING2. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCEW/. ASSE 1070/ASME A112.1070/CSA B125.70 @ SHOWERS & TUBS.3. MAX. TEMP. OF 110° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP. IN COMPLIANCEW/. ASSE 1070/ASME A112.1070/CSA B125.70 @ BIDETS.4. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALLOR OBSTRUCTION. CPC 407.55. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALLOR OBSTRUCTION (CPC 402.5).6. CLEAR SPACE IN FRONT OF LAVATORY SHALL NOT BE LESS THAN 24-INCHES (CPC 402.5)7. SUPPORT ALL WALL-HUNG FIXTURES WITH METAL SUPPORTING MEMBERS TO PREVENT ANY STRAIN TRANSMISSION TO THECONNECTIONS. FRAMING AFFIXED SUPPORTS FOR OFF-THE-FLOOR WATER CLOSETS WITH CONCEALED TANKS SHALL COMPLY WITHASME A112.6.2. SECURE FLUSH TANK AND SIMILAR APPURTENANCES WITH APPROVED NON-CORROSIVE SCREW OR BOLTS. (CPC402.5)8. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, ANDSHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. (CPC 408.6)9. THE WATER HEATER BURNER AND BURNER-IGNITION DEVICE TO BE AT LEAST 18-INCHES ABOVE THE FLOOR, IF LOCATED IN AGARAGE AND IN ADJACENT SPACES THAT OPEN TO THE GARAGE. FOR WATER HEATER IN THE GARAGE OR OTHER AREAS SUBJECT TOMECHANICAL DAMAGE PROVIDE A PROTECTIVE BARRIER OR ELEVATE THE APPLIANCE TO BE OUT OF THE NORMAL PATH OF THEVEHICLE. (CPC 507.13)10. ANCHOR OR STRAP THE WATER HEATER(S) TO RESIST HORIZ. DISPLACEMENT DUE TO THE EARTHQUAKE. STRAPPING SHOULD BE ATTHE UPPER AND LOWER ONE THIRD (1/3) POINTS OF THE APPLIANCE HEIGHT. MAINTAIN A MIN. 4-INCHES ABOVE THE CONTROLS WITHSTRAPPING AT LOWER POINT.MATERIALS & FINISHES:1. WALLS COVERINGS AND FLOOR OF SHOWERS AND BATHTUBS WITH A SHOWER HEAD SHALL BE OF CEMENT PLASTER, TILE, ORAPPROVED EQUAL NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 72-INCHES ABOVE THE FLOOR. PROVIDE CEMENTBOARD, CEMENT PLASTER BACKING, OR TILE BACKBOARD FOR TILE FINISH. (CRC R307.2)2. INSTALL MIN. 5/8" TYPE 'X' MOISTURE & MOLD RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS.FIREPLACES:1. FACTORY-BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITHTHEIR LISTING AND MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1004.1)2. FACTORY BUILT WOOD BURNING FIREPLACES SHALL BE QUALIFIED AT THE U.S. EPA’S VOLUNTARY FIREPLACE PROGRAM PHASE 2EMISSIONS LEVEL. (CRC 1004.1.1)3. DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEYS EXCEPT WHERE SUCHSHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FACTORY-BUILT CHIMNEY SYSTEM AND ARE INSTALLED INACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. (CRC R1005.2 & CMC 802.5.1.1 & CMC 802.5.4.3)4. HORIZONTAL OPENINGS ARE NOT ALLOWED, FOR EXHAUST VENTS, IN WALLS CLOSER THAN 3 FEET TO A PROPERTY LINE. (TABLESR302.1(1)&(2)). HORIZONTAL VENT CAPS SHALL BE 2 FEET CLEAR FROM PROPERTY LINES.5. EXHAUST OPENINGS SHALL NOT BE DIRECTED ONTO WALKWAYS. (R303.5.2)6. SOLID FUEL BURNING FIREPLACES (IF PERMISSIBLE): A. PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX OF A SOLID FUEL BURNING FIREPLACE. B. SOLID FUEL BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES. C. CHIMNEY SHALL EXTEND AT LEAST 2 FT. HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10 FT., BUT SHALL NOT BE LESS THAN 3 FT. ABOVE THE HIGHEST POINT WHERE THE CHIMNEY PASSES THROUGH THE ROOF. (CRC R1003.9) D. LIQUID FUELED FIREPLACES ARE NOT ALLOWED FOR INTERIOR USE.7. ANY INSTALLED GAS FIREPLACE SHALL BE DIRECT VENT SEALED-COMBUSTION PER CAL GREEN SECTION 4.503.FEMA: ALL MECHANICAL, GAS, AND ELECTRICAL EQUIPMENT SERVICING THE BUILDING (INCLUDING DUCTS) MUST BE AT OR ABOVE BFE(NAVD88).WOOD OR WOODBASED PRODUCTS NOTE:WOOD OR WOODBASE PRODUCT SHALL BE OF A NATURAL DURABLE OR PRESERVATIVE-TREADED WOOD IN ACCORDANCE WITH AWPAU1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE IN THE FOLLOWING LOCATIONS:1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHEN CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERSWHEN CLOSER THAN 12 INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED AREA LOCATED WITHINTHE PERIPHERY OF THE BUILDING FOUNDATION.2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8 INCHES(203 MM) FROM THE EXPOSED GROUND.3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT CONTACT WITH THE GROUND UNLESS SEPARATEDFROM SUCH SLAB BY AN IMPERVIOUS MOISTURE BARRIER.4. THE ENDS OF WOOD GIRDERS ENTERING EXTERIOR MASONRY OR CONCRETE WALLS HAVING CLEARANCES OF LESS THAN 1/2 INCH(12.7 MM) ON TOPS, SIDES AND ENDS.5. WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF A BUILDING HAVING A CLEARANCE OF LESS THAN 6 INCHES(152 MM) FROM THE GROUND OR LESS THAN 2 INCHES (51 MM) MEASURED VERTICALLY FROM CONCRETE STEPS, PORCH SLABS,PATIO SLABS AND SIMILAR HORIZONTAL SURFACES EXPOSED TO THE WEATHER.6. WOOD STRUCTURAL MEMBERS SUPPORTING MOISTURE-PERMEABLE FLOORS OR ROOFS THAT ARE EXPOSED TO THE WEATHER,SUCH AS CONCRETE OR MASONRY SLABS, UNLESS SEPARATED FROM SUCH FLOORS OR ROOFS BY AN IMPERVIOUS MOISTUREBARRIER.7. WOOD FURRING STRIPS OR OTHER WOOD FRAMING MEMBERS ATTACHED DIRECTLY TO THE INTERIOR OF EXTERIOR MASONRYWALLS OR CONCRETE WALLS BELOW GRADE EXCEPT WHERE AN APPROVED VAPOR RETARDER IS APPLIED BETWEEN THE WALL ANDTHE FURRING STRIPS OR FRAMING MEMBERS.*HERS VERIFICATION REQUIRED- REFERENCE T-24.1PROJECT NORTHTRUE NORTHROOM NAMEUP20R x 7 1/2"NN15'-6"1A-4.01A-5.0N90° 00' 00"E 78.25'101.131iELEVATION/SECTION INDICATORWINDOW TAGDOOR TAGROOM TAGPROPERTY LINE TAGSTAIR TAG (NO. OF RISER & HEIGHT)KEYNOTE TAGSPOT ELEVATION1-HR RATED CONDITION, REF. DTLS.2A-5.12A-5.14'-4 1/2" 3'-0"14'-6 1/2"8'-1"7'-11"2"7'-1 1/2"5'-8"8'-0"12'-2"6'-0"5'-0 1/2"1'-3 1/2"30'-0"8'-1"83'-4 1/2"20'-7 1/2"1'-7 1/2" 1'-5"23'-8"4'-4 1/2" 3'-0"8'-6"3'-0"2'-3 1/2"2'-9 1/2"6'-11 1/2"7'-0"28'-7 1/2"3'-0"8"7'-8"8"3'-0"6 1/2"1'-3 1/2"21'-2"16'-9"32'-3 1/2"83'-4 1/2"7 1/2"4'-4" 19'-4"24'-3 1/2"22'-3"7'-1 1/2"25'-9 1/2"12'-4"5'-6"4'-7"CLR.11"TYP.1'-0"12.42' F.F.11.15' F.F.12.42' F.F.3A-5.03A-5.04A-5.04A-5.01A-5.11A-5.12A-5.02A-5.01A-5.01A-5.01A-4.11A-4.02A-4.022.1722.1722.1722.1522.1522.1526.03FOYERPWDR.STAIRSDINING ROOMELEV.KITCHENGREAT ROOMPANTRYLOUNGE21'-1"CLR.21'-3"CLR.19'-10"CLR.1'-0"6'-10" 3'-9 1/2" 4'-6 1/2" 5'-1"1'-0"4'-5" 7'-1 1/2" 8'-0"1'-2 1/2"2'-4 1/2" 2'-9 1/2"10"5'-7" 10'-1 1/2"11 1/2"4'-0"CLR.4'-0"CLR.7 1/2" 1'-11 1/2"21'-2 1/2"5'-1 1/2"CLR.19'-9 1/2"1'-9" 1'-7"3'-0" 3'-0 1/2"6"3'-6" 4'-5"9 1/2" 4'-3"2'-3 1/2"6'-7 1/2"1'-0"8'-1 1/2" 7'-7"36'-4 1/2"22'-8"11"TYP.1'-5"1'-0"11.15' F.F.2A-4.105.0305.0322.1722.1722.1522.15STORAGE2-CAR GARAGEMUD ROOMC.C.2A-5.12A-5.13A-5.03A-5.04A-5.04A-5.01A-5.11A-5.12A-5.02A-5.01A-5.01A-5.01A-4.11A-4.02A-4.01'-7 1/2"F.O.3 1/2"2'-9 1/2" 7'-2 1/2" 2'-8"1"3'-11 1/2"2'-0" 4'-1 1/2"1'-0"6'-0"1'-0"3'-11 1/2"2'-0" 4'-8 1/2" 4'-0" 5'-0" 2'-6" 4'-8" 2'-0"1'-0 1/2"10"2'-6" 8'-0" 2'-6"1'-6 1/2"2'-4"2"1'-7 1/2"13'-0 1/2" 10'-1" 8'-0 1/2"29'-11"17'-11"11'-1"80'-6 1/2"13'-4 1/2"1/2"10'-8 1/2" 7'-11" 2'-11"2'-0"3"10'-8 1/2"13'-1"3'-2"23'-9 1/2"3'-0 1/2"1'-11"1'-11 1/2"F.O.10'-11 1/2"4'-3" 2'-0" 3'-9 1/2"10"6'-0"10"1'-0 1/2"2'-0"4'-11 1/2"9"2'-6" 5'-2" 2'-6" 2'-3" 2'-10" 3'-0" 3'-0 1/2"1'-1 1/2"2'-6" 2'-6 1/2" 3'-2"2'-0"2'-6"1'-6 1/2"2'-4"2"24'-10 1/2"7'-8 1/2"30'-1"17'-11"11'-1"80'-6 1/2"13'-4 1/2"1'-9 1/2"2'-4"17'-9"1'-9 1/2"4'-4"3'-2"23'-8"3'-2"4'-4"14'-3 1/2"7"3'-7" 5'-5" 8'-5"10"4'-1 1/2"9'-7"2'-6 1/2" 2'-8" 3'-4" 2'-7"9"3'-9"7'-0"4'-7"CLR.5'-1 1/2"CLR.4 1/2"6'-8 1/2" 5'-11"2'-9 1/2" 5'-7" 17'-7 1/2"7'-6"11'-1 1/2"3'-0 1/2" 3'-11 1/2"3'-0 1/2"3'-11 1/2"11.46'22.73' F.F.22.73' F.F.22.73' F.F.BATH #3BEDROOM #3BEDROOM #4BATH #4W.I.C.STAIRSBATH #2FUTURE ELEV.LNDRY.MASTER BATHBEDROOM #2MA. W.I.C.W.C.MASTER BEDROOM2A-4.1"12'-11 1/2"3'-2 1/2"11 1/2"5'-5"4'-10 1/2" 3'-0 1/2"13'-0"8'-5"4'-8 1/2"5'-8"4'-9" 2'-6"4'-0"4'-0"CLR.1'-4 1/2"12'-11 1/2"9'-7" 8'-7"5'-11 1/2"2'-11"5'-11 1/2"7'-1"3'-10"8'-11"16'-11"3'-5"15'-1 1/2"5'-4 1/2" 3'-4 1/2" 1'-8"8 1/2"2'-2" 3'-10 1/2"8 1/2"2'-6" 2'-5"10'-5"12'-4 1/2"1'-0"4'-4" 6'-3" 3'-7 1/2"2'-0"3'-3 1/2"5'-0 1/2"6'-6"2'-8" 5'-3 1/2"OFFICE / HUBNOTESMETALS05.03 HFX PANELSIZE PER STRUCT. DWGS. - G.C TO VERIFY LOCATIONPLUMBING22.15 OVERFLOW DRAININ WALL - FROM DECK/ROOF ABOVE - PROVIDE DRAIN SWEEP (ELBOW JOINT) PER CIVIL DWG'S.,PRIOR TO POURING SLAB. VERIFY LOC'N. W/ SITE DRAINAGE & COORD. W/. CIVIL22.17 DOWNSPOUTALUMINUM W/. KYNAR FINISH OR EQUIV. - AS SEL. (ARCH. TO APPROVE)ELECTRICAL26.12 EXTERIOR LIGHTINGTO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33SCALE: 1/4" = 1'-0"1FIRST FLOOR PLANSCALE: 1/4" = 1'-0"2SECOND FLOOR PLAN46 BRANDON ARCHITECTSDATEA-3.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEROOF PLAN151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.2A-5.12A-5.13A-3.03A-3.03A-3.04A-3.03A-3.03A-5.03A-5.04A-5.04A-5.01A-5.11A-5.12A-5.02A-5.01A-5.01A-5.01A-4.11A-4.02A-4.03'-1"3'-6"09.2622.1822.1822.1822.1822.1822.1822.1822.1801.0201.0401.0401.0401.0301.0101.0101.0401.0101.0122.183:123:1209.3235.86'HT. CERT REQ'D.35.24'HT. CERT REQ'D.09.3109.3109.31ROOFACCESSSOLAR READY MEASURESNOT TO EXCEED 24' MAX HEIGHT2A-4.13A-3.03A-3.03A-3.04A-3.04A-3.04A-3.04A-3.04A-3.03'-0"S.Y.S.B.3'-0"S.Y.S.B.10'-0"F.Y.S.B.4'-0"R.Y.S.B.3 3/8"4'-8"3 3/8"2'-10 5/8"2"5'-2"3'-0 1/2"2 5/8"2'-9 7/8"12'-6 1/8"2 5/8"10'-10 3/4"2"12'-6 1/8"3 1/8"3'-0"2"4'-0"2"2'-10 5/8"3 3/8"4'-8"3 3/8"2"15'-8 3/4"3 1/8"13'-2 1/8"2"15'-8 3/4"3:123:123:123:122%4:122%2%8:128:128:128:127:127:128:128:128:128:128:128:128:128:1209.2609.2609.2609.2609.2609.2609.264:122%2%2%11.2911.3001.0801.0801.0801.0801.0801.0801.0801.0801.0801.082% MIN.2% MIN.23.0626.3823.0626.3835.51'HT. CERT REQ'D.35.51'HT. CERT REQ'D.35.75'HT. CERT REQ'D.35.56'HT. CERT REQ'D.35.85'HT. CERT REQ'D.35.85'HT. CERT REQ'D.35.60'HT. CERT REQ'D.35.63'HT. CERT. REQ'D.35.63'HT. CERT. REQ'D.13.0113.0109.312% MIN.2% MIN.AGENERAL NOTESBKEYNOTESDIMENSION NOTE:ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OFFINISH FASCIAENLOSED ATTIC AND ENCLOSED RAFTER SPACES VENTING NOTES:1.ENCLOSED ATTIC AND ENCLOSED RAFTER SPACES SHALL HAVE CROSS VENTILATION BY VENTILATION OPENING PROTECTED AGAINSTTHE ENTRANCE OF RAIN OR SNOW UNLESS THEY MEET THE REQUIREMENT OF SECTION R806.5 FOR UNVENTED ATTIC ANDUNVENTED ENCLOSED RAFTER ASSEMBLIES. VENTILATION OPENING SHALL HAVE THE LEAST DIMENSION OF 1/16” MIN. AND 1/4”MAX OTHERWISE THE OPENING SHALL HAVE THE CORROSION-RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATEDVINYL OR SIMILAR MATERIAL WITH OPENINGS HAVE A LEAST DIMENSION OF 1/16” MIN. AND 1/4” MAX. OPENING IN ROOF FRAMINGMEMBERS SHALL BE PER THE REQUIREMENT OF SECTION R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THEOUTSIDE AIR AND SHALL BE PROTECTED TO PREVENT THE ENTRY OF BIRDS, RODENTS, SNAKES AND OTHER SIMILAR CREATURES.(R806.1)2.THE MINIMUM NET FREE VENTILATING AREA SHOULD BE 1/150 OF THE AREA OF THE VENTED SPACE, EXCEPT FOR THE PROJECTLOCATED IN CLIMATE ZONE 14 OR 16 WITH A CLASS I OR II VAPOR RETARDER AT THE WARM-IN-WINTER SIDE OF THE CEILING ANDWHERE MIN. 40% AND MAX 50% OF THE REQUIRED VENTILATION PROVIDED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACEPER SECTION R806.2 THEN THE MINIMUM NET FREE VENTILATING AREA CAN BE 1/300 OF THE VENTED SPACE. (R802.2)3.PROVIDE 1” SPACE BETWEEN THE INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS PROVIDE BLOCKING,BRIDGING AND INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. (R806.3)4.INSTALL VENTILATOR PER MANUFACTURER INSTRUCTION. INSTALL VENTILATOR IN ROOF PER SECTION R903 AND VENTILATOR INWALL ASSEMBLIES PER SECTION R703.1.5.FOR THE ATTIC WITH VERTICAL HEIGHT GREATER THAN OR EQUAL TO 30” (VERTICAL HEIGHT MEASURED FROM THE TOP OF CEILINGJOIST TO THE BOTTOM OF THE ROOF RAFTERS) WITHIN 30S.F. MIN. PROVIDE THE OPENING WITH ROUGH-FRAMED OPENING OF NOTLESS THAN 22”X30” WHICH SHOULD BE LOCATED IN HALLWAY OR OTHER LOCATION WITH READY ACCESS. IF THE ACCESS LOCATEDIN THE WALL THEN THE WIDTH SHOULD BE 22” AND HEIGHT SHOULD BE 30” MIN. IF LOCATED IN CEILING THEN THE MIN.UNOBSTRUCTED HEADROOM IN THE ATTIC SHOULD BE 30” FROM THE BOTTOM OF CEILING JOIST AT SOME POINT.ROOF DRAINAGE:IF THE PROJECT LOCATED IN THE AREA WITH EXPANSIVE OR COLLAPSIBLE SOILS, WATER RUNOFF FROM ROOFS OF ALL DWELLINGSSHALL BE DISCHARGED TO THE GROUND SURFACE NOT LESS THAN 5 FEET FROM FOUNDATION WALLS OR TO AN APPROVED DRAINAGESYSTEM. (R801.3) - REF.CIVIL DWGS FOR STORM WATER MANAGMENT AND SYSTEM.WEATHER PROTECTION:1. ROOF DECKS SHALL BE COVERED WITH APPROVED ROOF COVERINGS SECURED TO THE BUILDING OR STRUCTURE IN ACCORDANCEWITH THE CHAPTER 9 OF THE CURRENT CRC. ROOF ASSEMBLIES SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH THECHAPTER 9 OF CRC AND THE APPROVED MANUFACTURER’S INSTRUCTIONS SUCH THAT THE ROOF ASSEMBLY SHALL SERVE TOPROTECT THE BUILDING OR STRUCTURE. (R903.1)2. PROVIDE AND INSTALL FLASHING TO PREVENT ENTRY OF MOISTURE TO WALL AND ROOF ASSEMBLIES THRU THE JOINTS IN COPINGS,PERMEABLE MATERIAL, AND AT INTERSECTION WITH PARAPET WALLS AND OTHER PENETRATION THRU ROOF. (R903.2)3. FLASHINGS SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, WHEREVER THERE IS A CHANGE IN ROOF SLOPE ORDIRECTION AND AROUND ROOF OPENINGS. A FLASHING SHALL BE INSTALLED TO DIVERT THE WATER AWAY FROM WHERE THE EAVEOF A SLOPED ROOF INTERSECTS A VERTICAL SIDEWALL. WHERE FLASHING IS OF METAL, THE METAL SHALL BE CORROSIONRESISTANT WITH A THICKNESS OF NOT LESS THAN 0.019 INCH (0.5 MM) (NO. 26 GALVANIZED SHEET). (R903.2.1)4. A CRICKET OR SADDLE SHALL BE INSTALLED ON THE RIDGE SIDE OF ANY CHIMNEY OR PENETRATION MORE THAN 30 INCHES (762MM) WIDE AS MEASURED PERPENDICULAR TO THE SLOPE. CRICKET OR SADDLE COVERINGS SHALL BE SHEET METAL OR OF THESAME MATERIAL AS THE ROOF COVERING. EXCEPT FOR UNIT SKYLIGHTS INSTALLED IN ACCORDANCE WITH HYPERLINK"HTTPS://CODES.ICCSAFE.ORG/LOOKUP/CRC2019P1_PT03_CH03_SECR308.6" SECTION R308.6 AND FLASHED IN ACCORDANCEWITH THE MANUFACTURER’S INSTRUCTIONS SHALL BE PERMITTED TO BE INSTALLED WITHOUT A CRICKET OR SADDLE. (R903.2)5. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NOT LESS THANTHE THICKNESS OF THE PARAPET WALL. (R903.3)6. UNLESS ROOFS ARE SLOPED TO DRAIN OVER ROOF EDGES, ROOF DRAINS SHALL BE INSTALLED AT EACH LOW POINT OF THE ROOF.IF WATER CAN BE ENTRAPPED WITHIN THE ROOF AREA THEN SECONDARY EMERGENCY OVERFLOW ROOF DRAINS OR SCUPPERSSHALL BE PROVIDED PER SECTION R903.4.1. (R903.4)MISC. NOTES:1. INSTALL ROOF PER ROOFING MFG'R. SPECS & INSTALLATION GUIDELINE2. ARCH. TO APPV. SIZE, COLOR & PROFILE OF EAVE & RAKE COMPONENTS. G.C. TO PROVIDE MOCK-UPS.3. UNVENTED ENCLOSED RAFTER ASSEMBLY: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE(ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY.4. REF. WOOD OR WOODBASE PRODUCT NOTES ON FLOOR PLANSOVERHANGPER PLANEAVE FLASHING W/. DRIP (BY ROOFING MFGR.) TOMATCH ROOFCAULK & FLASHINGCONT. 2x4 FASCIA - ARCH. TO APPV. SIZE PRIORTO CUTTING ROOF RAFTERS(2) 2X SOLID BLK'G. FOR 1-HR. COND.FLASHING AS NEEDEDEXTERIOR FINISH - REF. PLANS & MAT. SCHED.'TYVEK' OR EQ. BLDG. WRAPCDX PLYWD. SHT'G. (PER STRUCT'L.)INTERIOR FINISH, PER PLAN (WHERE OCCURS)THERMAL BATT INSUL'N.ROOFING PER PLAN & MAT. SCHED. A/A-4.0ROOF SHT'G PER STRUCT.DRIP EDGE (TYP.)2X ROOD RAFTER(2) 2x4 FASCIA BD. - ARCH. TO APPV.SIZE & COLOR(2) SOLID 2X BLK'G. FOR 1-HR. COND.INTERIOR FINISH PER PLANSTYVEK OR EQ. BLD'G. WRAPCDX PLYWD. SHT'G (PER STRUCT.)EXTERIOR SIDING - REF. ELEV. & MAT.SCHED.METAL GUTTER - ARCH. TO APPV.8" FLASHING STRIPPER MFGR. SPECS.8" WIDE EVERGUARDFLASHING STRIP HEAT WELDED1X NAILER, 5/4"x4" MIN.SECURED TO SUBSTRATEFLASH & COUNTER FLASH AS REQ'D.2X4 EXT. GRADE FASCIABOARD PER PLAN2x STRUCTURAL DECKING/T&G,REF. STRUCT. PAINT FINISH,(WHITE)4X6 MIN. HEAVY TIMBER, 12" MAXPROJECTION FOR 1-HR. CONDITIONEXTERIOR FINISH PER PLANSCLASS 'A' ROOFING, "EVERGUARD® TPO" 45-MIL TO 80-MIL OR "EVERGUARD EXTREME® TPO" 50-MIL TO 80-MIL, FULLYADHERED WITH "EVERGUARD® LOW VOC TPO BONDING ADHESIVE", APPLIED AT A RATE OF 0.91 GAL/SQ (TOTAL), ½ TOMEMBRANE AND ½ TO SUBSTRATE - REF. ITEM 2A2/APPENDIX A-TABLE 2 OF UL ER1306MIN. ¼-IN. THICK UNITED STATES GYPSUM CO. SECUROCK® GYPSUM-FIBER ROOD BOARD OR SECUROCK® GLASS-MAT ROOF BOARD MECHANICALLY FASTENED WITH Drill-Tec™ RHINOBOND® TPO XHD PLATES OR DRILL-TEC™RHINOBOND® TPO XHD TREAD SAFE PLATES AND DRILL-TEC™ #14 FASTENERS SECURES INTO THE PLAYWOOD ORWOOD PLANK WITHIN A MAXIMUM CONTRIBUTORY AREA OF 2.67 S.F. PER FASTENER (12 FASTENERS PER 48 x 96 IN.BOARD) - REF. ITEM C-18/TABLE 6 OF UL ER13061X SLEEPERS FOR BUILT UP SLOPE, MIN. 2%/MAX 2.5:12NOTE: APPLY EVERGUARD TPO & PVC CUT EDGE SEALANT TO ALL CUTREINFORCED TPO & PVC EDGE - INSTALL PER MFGR. SPEC.'S & REF.MFGR. MANUAL FOR ADDITIONAL DTL. AND WARRANTY. REFERENCETESTING REPORT - UL ER1306(2% MIN. SLOPE)SUBSTRATE/ROOF SHEATHING PER STRUCT.12SLOPE PER PLANVALLEY DETAILINTERIOR FINISH (PERPLANS,WHERE OCCURS)6"-10"TYP.6" MIN.12"-16"ARCH. TO APPV.1-1/2"HIGH7 1/4"5 1/2"STANDING SEAM METAL (ZINC OREQUIV.) - REF. MAT. SCHED. A/A-5,CLASS 'A' ASSY.FASTENERS PER MFGR.INSTRUCTIONS.MIN. 30# ROOF FELT - (2) LAYERS GAFVERSASHIELD UNDERLAYMENT15/32" CDX PLYWD. SHT'G. MIN(REF. STRUCT.)CONT. LOCK STRIP, SOLDEREDCLEATS @ 18" O.C. MAX.DOUBLE FOLD3/4" LOCK, ALT. METHODINTERIOR FINISH (PERPLANS,WHERE OCCURS)UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE:NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THECEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THECEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY.PRODUCT LISTING:ICC # ESR-2048, CB-150AIR-PERMEABLE INSULATION(PER PLANS & T24), TO BE INDIRECT CONTACT WITH THEUNDER SIDE OF THESTRUCTURAL ROOF SHEATINGFOR UNVENTED ASSEBMLY2x ROOF RAFTER (PER STRUCT.)NOTESGENERAL NOTES01.01 PROPERTY LINE01.02 FRONT YARD SETBACK01.03 REAR YARD SETBACK01.04 SIDE YARD SETBACK01.08 OUTLINE OF STRUCTURE/WALLS BELOW/ABOVEFINISHES09.26 CONCRETE ROOF TILECOLOR AS SEL. REF. MAT. SCHEDULE SHT. A-4.009.32 PARAPET WALLPARAPET WALL - STUCCO FINISH O/. FLASHING SLOPED TOP (2% MIN.)EQUIPMENT11.29 CHIMNEY CAP/SPARK ARRESTORAS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILTCHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)11.30 CHIMNEYSHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9)PLUMBING22.18 GUTTERALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH.HEATING VENTILATING & AIR CONDITIONING23.06 A/C. CONDENSER UNITSIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK)ELECTRICAL26.38 PROVIDE POWER FOR A/C UNITSSCALE: 1/4" = 1'-0"1ROOF PLAN4RAKE DETAIL1 1/2"= 1'-0"3EAVE DETAIL1 1/2"= 1'-0"4FLAT ROOF DETAIL3" = 1'-0"2ROOF DETAIL1" = 1'-0"47 BRANDON ARCHITECTSDATEA-4.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEEXTERIORELEVATIONS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.CKEYNOTESAMATERIAL SPECIFICATIONSBGENERAL NOTESWINDOWS & DOORS:AUTHORIZED DEALER (PRODUCTS LISTED BELOW)SUPPLIER:  ASSOCIATED BUILDING SUPPLYADDRESS:  STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626CONTACT:  JOE YOUNANPHONE:  949-872-3319FAX:  206-666-2150EMAIL:  JYOUNAN@ABSSOCAL.COMWEB:  WWW.ASSOCIATEDBUILDINGSUPPLY.COMALUMINUM CLAD WINDOWS & PATIO DOORSMANUFACTURER:  JELD-WEN WINDOWS & DOORSPRODUCT:  CUSTOM COLLECTIONADDRESS:  3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601PHONE:  541-885-7412 OR 800-535-3936FAX:  541-884-3331WEB:  WWW.JELD-WEN.COMMULTI SLIDE DOORS & STOREFRONTMANUFACTURER: EUROLINE STEEL WINDOWS AND DOORSPRODUCT: CUSTOMADDRESS: 22600 SAVI RANCH PARKWAY, YORBA LINDA, CA 92887PHONE: 714.617.9191WEB:  WWW.EUROLINESTEELWINDOWS.COMWOOD SIDING:MANUFACTURER:  JAMES HARDIE BUILDING PRODUCTS, INC.ADDRESS:  10901 ELM AVENUE, FONTANA, CA, 92337PHONE:  909.356.6366COLOR:   WHITE - TBDAPPLICATION:  V-GROOVE SHIPLAPCODE:   ICC # ESR-2290STONE VENEER:MANUFACTURER:  LOMPAC STONESTONE TYPE: LOMPAC TUMBLED LEDGE CREAM NATURAL STONE THIN VENEERCOLOR:   WHITEAPPLICATION:  TBDWEIGHT:   < 10 LBS./S.F.ROOFING:MANUFACTURER:  BORAL ROOF TILE AND COMPONENTSADDRESS:  7575 IRVINE CENTER DR. # 100, IRVINE, CA 92618PRODUCT: NATURAL SLATECOLOR:   DARK GRAY MIX, TO BE APPROVED BY ARCH. & OWNERAPPLICATION:  CLOSED VALLEY W/. MITERED HIP CUTS, 16 GAUGE COPPER FLASHINGCODE:  CLASS 'A' ASSEMBLY - ICC # ESR-1647WEIGHT:   ~12 LBS./S.F.GUTTERS:MATERIAL:  KYNAR PAINTED ALUMINUM TO MATCH ROOFINGSHAPE:   ROUND (4") (VERIFY W/. ARCH.)GARAGE DOORS:SUPPLIER:  RANCH HOUSE DOORSWEB:  WWW.RANCHHOUSEDOORS.COMSTYLE:   CUSTOMMATERIAL:  CUSTOM BUILT, WOOD & GLASSWATERPROOF DECK MEMBRANE:MFGR:  WESTCOATADDRESS:  770 GATEWAY CENTER DRIVE, SAN DIEGO, CA, 92102PRODUCT:  AXL CUSTOMPHONE:   800.250.4519WEB:  WWW.WESTCOAT.COMCODE:  ICC # ESR-2201FLASHING & WEATHERSTRIPPINGPROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPINGAPPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION.1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS.1A-5.112412312411.15'FIRST FLOOR F.F.11.15'FIRST FLOOR F.F.22.73'SECOND FLOOR F.F.22.73'SECOND FLOOR F.F.31.73'ROOF PLATE TYP.31.73'ROOF PLATE TYP.35.92' MAX RIDGE (HOA)11'-7"9'-0" 4'-2 1/4"2'-0" MAX.1'-0"MAX24'-9 1/4"24'-0"9'-6 1/2"22'-0"HOA AVE. ROOF HT.24'-0"9'-6"HD. HT.8'-6"HD. HT.35.92' MAX. RIDGE HT. (HOA)2A-5.122.1809.2005.0109.1522.1809.2005.0109.1511.2911.3011.92' AVE. CURB HT. (HOA)11.76' EST. GRADE PLANE( CITY)11.76' EST. GRADE PLANE( CITY)11.92' AVE. CURB HT. (HOA)35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)26.03' T.R.26.03' T.R.35.86'HT. CERT. REQ'D.35.51'HT. CERT. REQ'D.38.86'HT. CERT. REQ'D.09.1538PLPL42" MIN.ABV. F.F.05.0105.0124'-0"22'-0"AVE. ROOF HT.12812812812811.15'FIRST FLOOR F.F.11.15'FIRST FLOOR F.F.22.73'SECOND FLOOR F.F.22.73'SECOND FLOOR F.F.31.73'ROOF PLATE TYP.31.73'ROOF PLATE TYP.35.92' MAX RIDGE11'-7"9'-0" 4'-2 1/4"11'-7"9'-0" 4'-2 1/4"42" MIN.ABV. F.F.42" MIN.ABV. F.F.9 1/4"24'-0"24'-0"9'-0"HD. HT.9'-0"HD. HT.9'-9 1/4"HD. HT.9'-9 1/4"HD. HT.8'-0"HD. HT.8'-0"HD. HT.8'-0"HD. HT.35.92' MAX. RIDGE (HOA)2A-5.01A-5.03A-5.04A-5.022.1809.2005.0105.0109.1511.2911.3009.2022.1809.2005.0105.0109.1506.1509.2009.1522.1838.86'HT. CERT REQ'D.12.42' UPPER FIRST FLOOR F.F.11.76' EST. GRADE PLANE (CITY)11.92' AVE. CURB HT. (HOA)35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)11.76' EST. GRADE PLANE (CITY)11.92' AVE. CURB HT. (HOA)35.85'HT. CERT. REQ'D.35.60'HT. CERT. REQ'D.35.51'HT. CERT. REQ'D.35.24'HT. CERT. REQ'D.35.86'HT. CERT. REQ'D.26.08' T.R.26.03' T.R.09.2051314192015161817121122411322% MIN.2% MIN.2% MIN.PLPLNOTESMETALS05.01 EXPOSED STEEL BEAMSIZE PER STRUCT. DWGS., PAINT AND SEAL AS REQ'D.WOOD, PLASTICS, & COMPOSITES06.15 DECO. 'BELLYBAND'EXT. PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILEFINISHES09.15 STONE VENEERREF. MAT. SCHEDULE SHT. A-4.009.20 SHIP LAP SIDINGFINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0EQUIPMENT11.29 CHIMNEY CAP/SPARK ARRESTORAS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILTCHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)11.30 CHIMNEYSHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9)PLUMBING22.18 GUTTERALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH.SCALE: 1/4" = 1'-0"2FRONT ELEVATION - EASTSCALE: 1/4" = 1'-0"1RIGHT ELEVATION - NORTH48 BRANDON ARCHITECTSDATEA-4.1PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEEXTERIORELEVATIONS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.CKEYNOTESAMATERIAL SPECIFICATIONSBGENERAL NOTESWINDOWS & DOORS:AUTHORIZED DEALER (PRODUCTS LISTED BELOW)SUPPLIER:  ASSOCIATED BUILDING SUPPLYADDRESS:  STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626CONTACT:  JOE YOUNANPHONE:  949-872-3319FAX:  206-666-2150EMAIL:  JYOUNAN@ABSSOCAL.COMWEB:  WWW.ASSOCIATEDBUILDINGSUPPLY.COMALUMINUM CLAD WINDOWS & PATIO DOORSMANUFACTURER:  JELD-WEN WINDOWS & DOORSPRODUCT:  CUSTOM COLLECTIONADDRESS:  3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601PHONE:  541-885-7412 OR 800-535-3936FAX:  541-884-3331WEB:  WWW.JELD-WEN.COMMULTI SLIDE DOORS & STOREFRONTMANUFACTURER: EUROLINE STEEL WINDOWS AND DOORSPRODUCT: CUSTOMADDRESS: 22600 SAVI RANCH PARKWAY, YORBA LINDA, CA 92887PHONE: 714.617.9191WEB:  WWW.EUROLINESTEELWINDOWS.COMWOOD SIDING:MANUFACTURER:  JAMES HARDIE BUILDING PRODUCTS, INC.ADDRESS:  10901 ELM AVENUE, FONTANA, CA, 92337PHONE:  909.356.6366COLOR:   WHITE - TBDAPPLICATION:  V-GROOVE SHIPLAPCODE:   ICC # ESR-2290STONE VENEER:MANUFACTURER:  LOMPAC STONESTONE TYPE: LOMPAC TUMBLED LEDGE CREAM NATURAL STONE THIN VENEERCOLOR:   WHITEAPPLICATION:  TBDWEIGHT:   < 10 LBS./S.F.ROOFING:MANUFACTURER:  BORAL ROOF TILE AND COMPONENTSADDRESS:  7575 IRVINE CENTER DR. # 100, IRVINE, CA 92618PRODUCT: NATURAL SLATECOLOR:   DARK GRAY MIX, TO BE APPROVED BY ARCH. & OWNERAPPLICATION:  CLOSED VALLEY W/. MITERED HIP CUTS, 16 GAUGE COPPER FLASHINGCODE:  CLASS 'A' ASSEMBLY - ICC # ESR-1647WEIGHT:   ~12 LBS./S.F.GUTTERS:MATERIAL:  KYNAR PAINTED ALUMINUM TO MATCH ROOFINGSHAPE:   ROUND (4") (VERIFY W/. ARCH.)GARAGE DOORS:SUPPLIER:  RANCH HOUSE DOORSWEB:  WWW.RANCHHOUSEDOORS.COMSTYLE:   CUSTOMMATERIAL:  CUSTOM BUILT, WOOD & GLASSWATERPROOF DECK MEMBRANE:MFGR:  WESTCOATADDRESS:  770 GATEWAY CENTER DRIVE, SAN DIEGO, CA, 92102PRODUCT:  AXL CUSTOMPHONE:   800.250.4519WEB:  WWW.WESTCOAT.COMCODE:  ICC # ESR-2201FLASHING & WEATHERSTRIPPINGPROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPINGAPPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION.1. FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.2. REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS.2A-5.112812811.15'FIRST FLOOR F.F.11.15'FIRST FLOOR F.F.22.73'SECOND FLOOR F.F.22.73'SECOND FLOOR F.F.31.73'ROOF PLATE TYP.31.73'ROOF PLATE TYP.35.92' MAX RIDGE11'-7"9'-0" 4'-2 1/4"42" MIN.ABV. F.F.24'-9 1/4"24'-0"22'-0"HOA AVE. ROOF HT.24'-0"8'-0"HD. HT.8'-0"HD. HT.35.92' MAX. RIDGE HT. (HOA)1A-5.122.1809.2005.0105.0109.2022.1809.2005.0105.0109.1511.2911.3009.2009.1535.56'HT. CERT. REQ'D.35.85'HT. CERT. REQ'D.35.60'HT. CERT. REQ'D.26.08' T.R.26.08' T.R.12.42' UPPER FIRST FLOOR F.F.11.92' AVE. CURB HT. (HOA)11.76' EST. GRADE (CITY)11.76' EST. GRADE (CITY)11.92' AVE. CURB HT. (HOA)12.42' UPPER FIRST FLOOR F.F.35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)17106PLPL1281281281281271272% MIN.11.15'FIRST FLOOR F.F.11.15'FIRST FLOOR F.F.22.73'SECOND FLOOR F.F.22.73'SECOND FLOOR F.F.31.73'ROOF PLATE TYP.31.73'ROOF PLATE TYP.35.92' MAX RIDGE11'-7"9'-0" 4'-2 1/4"42" MIN.ABV. F.F.2'-0"MAX.1'-0"MAX11'-7"9'-0" 4'-2 1/4"42" MIN.ABV. F.F.24'-0"24'-0"2'-0"22'-0"HOE AVE. ROOF HT.24'-0"6'-6"HD. HT.9'-3 1/4"HD. HT.19'-7"8'-0"8'-0"HD. HT.8'-0"HD. HT.9'-0"HD. HT.35.92' MAX. RIDGE HT. (HOA)10'-3 3/4"22'-0"HOE AVE. ROOF HT.3A-5.04A-5.02A-5.01A-5.022.1809.2005.0105.0109.1511.2911.3009.2022.1809.2005.0105.0109.1506.1509.2009.1522.1809.2009.15#ELEVATION T.R.26.03' T.R.35.86'HT. CERT. REQ'D.35.24'HT. CERT. REQ'D.35.51'HT. CERT. REQ'D.35.75'HT. CERT. REQ'D.35.63'HT. CERT. REQ'D.35.56'HT. CERT. REQ'D.35.85'HT. CERT. REQ'D.26.08' T.R.11.92' AVE. CURB HT. (HOA)11.76' EST. GRADE PLANE (CITY)35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)12.42' UPPER FIRST FLOOR F.F.11.92' AVE. CURB HT. (HOA)11.76' EST. GRADE PLANE (CITY)629285252627242231730239842% MIN.2% MIN.2% MIN.PLPLNOTESWOOD, PLASTICS, & COMPOSITES06.15 DECO. 'BELLYBAND'EXT. PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILEFINISHES09.15 STONE VENEERREF. MAT. SCHEDULE SHT. A-4.009.20 SHIP LAP SIDINGFINISH AS SELECTED - REF. MATERIAL SCHEDULE SHT. A-4.0EQUIPMENT11.29 CHIMNEY CAP/SPARK ARRESTORAS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILTCHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)11.30 CHIMNEYSHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9)PLUMBING22.18 GUTTERALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH.SCALE: 1/4" = 1'-0"2REAR ELEVATION - WESTSCALE: 1/4" = 1'-0"1LEFT ELEVATION - SOUTH49 BRANDON ARCHITECTSDATEA-5.0PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEARCHITECTURALSECTIONS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.AFIRE-BLOCKING & DRAFT STOP NOTESBINSULATION SCHEDULECSEPARATION LEGENDDKEYNOTESFIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL ANDHORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, ANDSHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKSAND DRAFT STOPS SHALL BE MAINTAINED.FIRE BLOCKSFIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THECEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL.FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBERBOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TOBE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED.WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS ORBLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS.DRAFT STOPSDRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION.FLOOR-CEILING ASSEMBLIESDRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITHWALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS.ATTICSDRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILARCONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUALDWELLING UNITS FROM EACH OTHER AND FROM OTHER USES.DRAFT STOP CONSTRUCTIONDRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED ASREQUIRED FOR THE PARTITIONS.EXTERIOR WALL:2 x 6 CONST.:   R-212 x 8 CONST.:   R-25RAISED FLOOR:  R-30ROOF:R-30NOTES:1. REF. T-24 REPORT FOR MORE INFORMATION2. PROVIDE BID FOR INSULATION OF ENTIRE HOME**ALWAYS CHECK THIS INSULATION SCHEDULE FOR CONFORMANCE WITH THE TITLE 24 REPORT**123128D2AD-1.04A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.11'-7"9'-0"1'-3 1/4"10'-3 3/4"24'-0"8'-9"PT. HT.11'-11 5/8"RIDGE HT.8'-1 3/4"PT. HT.BEDROOM #3BEDROOM #42-CAR GARAGE11.76' EST. GRADE PLANE12.42' UPPER FIRST FLOOR F.F.11.76' EST. GRADE PLANE12.42' UPPER FIRST FLOOR F.F.35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)09.2612.0134.0112.0106.3806.41SLOPE PER CIVIL06.0406.032% SLOPE06.0106.4717106PLPL9'-7 7/8"1231233A-3.03A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.2'-0"MIN.1'-0"MAX35.92' MAX RIDGE (HOA)8'-9"PT. HT.11'-7"9'-0"24'-0"8'-8 1/2"9'-0"8'-6"8'-9"PT. HT.1'-5 1/2"10'-4"9'-6"11.76' EST. GRADE PLANE11.76' EST. GRADE PLANE35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)MASTER BEDROOM23.0211.0906.4206.4206.4506.0311.2911.3006.0406.0106.013228PLPLKITCHENMASTER BATHBEDROOM #2DININGATTIC1231281274A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.9'-0 5/8"7 3/4"TYP.11"TYP.11'-7"9'-0"35.92' MAX. RIDGE (HOA)1'-3 1/4"10'-3 3/4"35.92' MAX. RIDGE (HOA)24'-0"2'-6 1/8"SILL TO F.F.6'-5 7/8"10'-9"11.76' EST. GRADE PLANE11.76' EST. GRADE PLANE12.42' UPPER FIRST FLOOR F.F.12.42' UPPER FIRST FLOOR F.F.35.76' MAX. FLAT (CITY)10.0706.4406.4409.2009.2009.1509.2609.2009.1535.76' MAX. FLAT (CITY)06.0406.01318OFFICE /HUBPLPLSTAIRSSTORAGEFOYERC.C.1241243A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.12'-2 1/4"RIDGE HT.9'-0"PL. HT.9'-6"10'-4"11'-7"9'-0"24'-0"2'-0"MIN.1'-0"MAX. 11.76' EST. GRADE PLANE11.76' EST. GRADE PLANE35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)2% MIN.11.2211.2211.2911.3006.0406.0106.4106.44MASTER BEDROOMLOUNGEGREAT ROOM12.0112.0106.4706.0206.0211.3009.20PLPLNOTESWOOD, PLASTICS, & COMPOSITES06.30 COUNTERTOPAS SELECTEDSPECIALTIES10.07 STAIRSMAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOTCANDLE (CBC 1205.4) REF. DTL. 3/AD-1EQUIPMENT11.29 CHIMNEY CAP/SPARK ARRESTORAS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILTCHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)11.30 CHIMNEYSHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9)SCALE: 1/4" = 1'-0"4TRANSVERSE SECTIONSCALE: 1/4" = 1'-0"3SECOND FLOOR REFLECTED CEILING PLANSCALE: 1/4" = 1'-0"2TRANSVERSE SECTIONSCALE: 1/4" = 1'-0"1TRANSVERSE SECTION50 BRANDON ARCHITECTSDATEA-5.1PROJECT CONTACTELIZABETH HANNAPROJECT NAMEPROJECT ADDRESS508 VIA LIDO NORDNEWPORT BEACH, CA 92663OWNER INFORMATIONJOHN & TINA DEVIR508 VIA LIDO NORDNEWPORT BEACH, CA 92663PROJECT STATUSCDPPLAN CHECK NO. PA-2021-012REVISIONS NO.DATE05/05/21DEVIR RESIDENCEARCHITECTURALSECTIONS151 KALMUS DRIVE, SUITE G-1COSTA MESA, CA 92626714.754.4040WWW.BRANDONARCHITECTS.COMREVISIONSThese documents are the property of BRANDONARCHITECTS INC., and are not to be duplicated,altered or utilized in any ay by any other partywithout the expressed authorization ofBRANDON ARCHITECTS. Any unauthorizedduplication or alteration of these documents byany party is a violation of BRANDONARCHITECTS expressed common law copyrightand other property rights thereto, and is subjectto full civil liabilities and penalties. These plansare also not to be assigned to any third partywithout obtaining written authorization andexpressed permission by BRANDONARCHITECTS, who shall then be held harmlessand absolved of any liability regarding any useof these documents by such third party whetherdepicted or implied hereon.AFIRE-BLOCKING & DRAFT STOP NOTESBINSULATION SCHEDULECSEPARATION LEGENDDKEYNOTESFIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL ANDHORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, ANDSHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR-CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKSAND DRAFT STOPS SHALL BE MAINTAINED.FIRE BLOCKSFIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THECEILING AND FLOOR LEVELS AND AT 10-FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL.FIRE BLOCK CONSTRUCTION FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBERBOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TOBE SECURELY RETAINED IN PLACE. LOOSE-FILL INSULATION MATERIAL SHALL NOT BE USED.WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND-TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS ORBLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS.DRAFT STOPSDRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION.FLOOR-CEILING ASSEMBLIESDRAFT STOPS SHALL BE INSTALLED IN FLOOR-CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITHWALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS.ATTICSDRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILARCONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUALDWELLING UNITS FROM EACH OTHER AND FROM OTHER USES.DRAFT STOP CONSTRUCTIONDRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN ½-INCH GYPSUM BOARD, 3/8-INCH WOOD STRUCTURAL PANEL, 3/8-INCH TYPE2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED ASREQUIRED FOR THE PARTITIONS.EXTERIOR WALL:2 x 6 CONST.:   R-212 x 8 CONST.:   R-25RAISED FLOOR:  R-30ROOF:R-30NOTES:1. REF. T-24 REPORT FOR MORE INFORMATION2. PROVIDE BID FOR INSULATION OF ENTIRE HOME**ALWAYS CHECK THIS INSULATION SCHEDULE FOR CONFORMANCE WITH THE TITLE 24 REPORT**128C3AD-1.0C3AD-1.04A-3.04A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.11'-7"9'-0"20'-7"24'-0"42" MIN.ABV. F.F.42" MIN.ABV. F.F.42" MIN.ABV. F.F.8'-6"8'-6"10'-4"11'-7 7/8"RIDGE HT.7 5/8"TYP.1'-0"TYP.11'-5 1/2"8'-5 3/8"9'-0"10'-11 5/8"2% MIN.SLOPE PER CIVIL2% MIN.VENTED2% MIN.11.76' EST. GRADE PLANE11.76' EST. GRADE PLANE12.42' UPPER FIRST FLOOR F.F.VENTED35.76' MAX. FLAT (CITY)35.76' MAX. FLAT (CITY)06.0406.0406.0310.0110.0123.0634.0106.0103.0303.0306.01514192016211112124321211PLPLBEDROOM #42-CAR GARAGE FOYERDINING ROOM GREAT ROOMHUB / OFFICEMASTERBEDROOMMECH.ATTIC127127128128128128C3AD-1.0C3AD-1.0D2AD-1.04A-3.03A-3.0+11.15'FIRST FLOOR F.F.+11.15'FIRST FLOOR F.F.+22.73'SECOND FLOOR F.F.+22.73'SECOND FLOOR F.F.+31.73'ROOF PLATE TYP.+31.73'ROOF PLATE TYP.24'-0"11'-7"9'-0"20'-7"42" MIN.ABV. F.F.42" MIN.ABV. F.F.11'-8 3/4"RIDGE HT.8'-9"PT. HT.8'-4 3/8"PT. HT.8'-5 3/8"8'-0"11'-7 7/8"RIDGE HT.8'-8 1/2"8'-6"9'-6"10'-4"7 3/4"TYP.8'-7 7/8"11.76' EST. GRADE PLANE12.42' UPPER FIRST FLOOR F.F.11.76' EST. GRADE PLANESLOPE PER CIVIL2% MIN.2% MIN.2% MIN.2% MIN.VENTEDVENTED10.0110.0134.0106.0410.0706.0406.0306.0311.1811.1811.0923.0206.4206.34BATH #211.2911.3010.0306.0103.0303.0306.4762629525262724223172398PLPLBEDROOM #32-CAR GARAGEW.I.C.STAIRSSTORAGE/FUTURE ELEV.BEDROOM #2MASTER W.I.C.MASTER BEDROOMGREAT ROOMKITCHENSTORAGE/FUTURE ELEV.MUD ROOMC.C.STOR.NOTESCONCRETE03.03 MAT SLABREF. STRUCT.WOOD, PLASTICS, & COMPOSITES06.01 FLOOR JOISTS - REF. STRUCT.06.03 CEILING FRAMING - REF. STRUCT.06.04 ROOF RAFTERS - REF. STRUCT.06.34 KITCHEN ISLANDBASE CABINET, COUNTER, AND APPLIANCES PER I.D - VERIFY SIZE W/. I.D. & OWNER06.42 UPPER CABINETBUILT-IN, FINISH AS SEL.06.47 6X8 DECO. TIMBER BEAMBUILT-IN, FINISH AS SEL.SPECIALTIES10.01 EXTERIOR GLASS GUARDRAILTEMPERED & LAMINATED - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-110.03 EXTERIOR GUARDRAILMIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTL. 4/AD-110.07 STAIRSMAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOTCANDLE (CBC 1205.4) REF. DTL. 3/AD-1EQUIPMENT11.09 RANGEVERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFG.) - VENT TO OUTDOORAIR11.18 FIREPLACEFIREPLACE - PREFABRICATED, GAS ONLY, 'MASON-LITE FIREPLACE ', MODEL 'BURNTECH GBVS49' ICC# ESR-2401[DTL. 22/AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OF THEIR COMPONENTS SHALL BE LISTED ANDINSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUELBURNINGPAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGYSTANDARDS MANDATORY MEASURES.)11.29 CHIMNEY CAP/SPARK ARRESTORAS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILTCHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4)11.30 CHIMNEYSHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9)HEATING VENTILATING & AIR CONDITIONING23.02 KITCHEN EXHAUST HOODTO VENT TO EXT. - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFG. INSTRUCTION23.06 A/C. CONDENSER UNITSIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATTENUATION REQ'D. PER SECTION10.26.045 N.B.M.C. UNDER SEPARATE PERMIT & PLAN CHECK)TRANSPORTATION34.01 VEHICLEMINIMUM PARKING DIMENSIONS ON PLANSSCALE: 1/4" = 1'-0"1LONGITUDINAL SECTIONSCALE: 1/4" = 1'-0"2LONGITUDINAL SECTION51 June 10, 2021, Zoning Administrator Agenda Comments Comments submitted by: Jim Mosher ( jimmosher@yahoo.com ), 2210 Private Road, Newport Beach 92660 (949-548-6229) Item 3. Devir Residence Coastal Development Permit No. CD2021-004 (PA2021-012), 508 Via Lido Nord Reviewing the minutes for the May 27 meeting (which I did not attend) I see that the coastal hazards section of the resolution for the similar Item 5 on that agenda (Kruse Residence (PA2021-069), 630 Via Lido Nord) was revised from: “The maximum bay water elevation is 7.7 feet (NAVD 88) and may exceed the current 12.50 feet (NAVD 88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 2.95-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.9 feet (NAVD 88) …” to read in adopted Resolution No. ZA2021-029: “The maximum bay water elevation is 7.7 feet (NAVD 88) and may exceed the current 12.50 feet (NAVD 88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a three (3)-foot increase in the maximum water level over the next 75 years (i.e. the life of the structure). Therefore, the sea level is estimated to reach approximately 10.7 feet (NAVD 88) …” The reason for the change appears to be to make the math work (since 7.7 + 2.95 ≠ 10.9, but 7.7 + 3.0 = 10.7). The comparable section of the present resolution (handwritten page 11) appears to suffer, to a lesser extent from the same problem (albeit to a much smaller, and arguably insignificant extent): “The current maximum bay water elevation is 7.7 (NAVD88) - (North American Vertical Datum of 1988 (NAVD88) and may exceed the existing 7.63 feet (NAVD88) top of bulkhead elevation during high tide or storm events. The report analyzes future sea level rise scenarios assuming a 3.0-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 10.65 feet (NAVD88) …” Shouldn’t it be either “7.7 + 3.0 = 10.7” or “7.7 + 2.95 = 10.65”, rather than a mixture of the two? Much more important than this 0.05 foot discrepancy, was the May 27 resolution correct in saying “The maximum bay water elevation is 7.7 feet (NAVD 88) and may exceed the current 12.50 feet (NAVD 88) top of bulkhead elevation during high tide or storm events..”? If it is true that the current “maximum” is 7.7 feet, but at this location on Lido Isle can exceed that by more than 4.8 feet during storms, then the proposed 10.9 foot elevation for the top of the bulkhead in the current application would not be adequate to protect the property at the present Zoning Administrator - June 10, 2021 Item No. 3a Additional Materials Received Devir Residence CDP (PA2021-012) June 10, 2021, ZA agenda Item 3 comments - Jim Mosher Page 2 of 2 time, let alone in 75 years if the sea level rises. And even the proposed adaptability to 14.4 feet would be not be adequate if the water levels were to rise another 3.0 feet. I suspect the May 27 resolution was wrong, but do we know if 7.7 feet NAVD 88 is the true current maximum water height? Or is it a “still water” maximum that can be exceeded during storms? If it is exceeded at times, by how much? Also, assuming 7.7 is a tidal level averaged over at least a short time, is it known how much the instantaneous water level varies around the stated “maximum”? One other minor observation: Handwritten page 9: the second line of Section 1.5 appears to have a mismatched number of opening and closing parenthesis. Zoning Administrator - June 10, 2021 Item No. 3a Additional Materials Received Devir Residence CDP (PA2021-012)