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HomeMy WebLinkAbout06__Proznik Residence CDP_PA2017-209CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Proznik Residence (PA2017-209) SITE LOCATION: 208 Via Lido Nord Coastal Development Permit No. CD2017-092 APPLICANT: Brandon Architects OWNER: Inter -Pro Property Corp USA PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253., bzdeba@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT December 14, 2017 Agenda Item No. 6 • General Plan: Single -Unit Residential Detached (RS -D) • Zoning District : Single -Unit Residential (R-1) • Coastal Land Use Category: Single -Unit Residential Detached - (10.0 -19.9 DU/AC) (RSD -C ) • Coastal Zoning District: Single -Unit Residential (R-1) PROJECT SUMMARY A request for a coastal development permit (CDP) for the demolition of an existing single- family residence and attached garage, and the construction of a new 2,366 -square -foot two-story, single-family residence with an attached 715 -square -foot garage. The development also includes hardscape, drainage, and landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits, and no deviations are requested. The existing bulkhead will not be altered as part of this project. All improvements are shown on the attached project plans (Attachment No. ZA 3). RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-092 (Attachment No. ZA 1). 08/17/2017 Proznik Residence Zoning Administrator, December 14, 2017 Page 2 Land Use and Development Standards • The subject property is located in the R-1 Coastal Zoning District, which provides for single -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code. A Coastal Development Permit is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property currently consists of one legal lot developed with a single-family residence. The neighborhood is predominantly developed with two-story single- family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. • The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. • As conditioned in the Draft Resolution (Attachment No. ZA 1), the applicant shall apply for and obtain a grade determination allowing measurement of accessory improvements in the front setback area (waterfront) from the proposed elevated grade. If said grade determination is not approved, all improvements shall be measured from existing grade, prior to construction. This height measurement is independent of the finished floor height of the residence. Hazards • The development fronts the Newport Bay and is a privatebay front parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 10.01 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis TmpIC 10/10/17 Table 1 — Development Standards r Development Standard Standard Proposed Setbacks min.) Front 10 feet water 10 feet Sides 3 feet 3 feet Second Front 4 feet street 4 feet street Allowable Floor Area 3,648 s uare feet 3,081 square feet Allowable 3rd Floor Area 364.8 square feet None Open Volume Area 273.6 square feet 326 square feet Parking 2 -car garage 3 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet to highest guardrail 23.26 feet to highest ridge • As conditioned in the Draft Resolution (Attachment No. ZA 1), the applicant shall apply for and obtain a grade determination allowing measurement of accessory improvements in the front setback area (waterfront) from the proposed elevated grade. If said grade determination is not approved, all improvements shall be measured from existing grade, prior to construction. This height measurement is independent of the finished floor height of the residence. Hazards • The development fronts the Newport Bay and is a privatebay front parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 10.01 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis TmpIC 10/10/17 Proznik Residence Zoning Administrator, December 14, 2017 Page 3 was prepared by GeoSoils, Inc., dated August 21, 2017, for the project. The existing bulkhead is in good condition and is not in need of any maintenance or repair at this time. The bay water elevation (currently maximum 7.2 NAVD88) will not exceed the top of the existing bulkhead with an estimated bay water level of 8.45 feet (NAVD88) (7.2 feet NAVD88 + 1.25 feet SLR), which would occur approximately 75 years from now based on the minimum estimates for sea level rise provided by the National Research Council 2012 SLR estimates. The finished floor elevation of the proposed dwelling is 11.25 feet (NAVD88) at the waterfront stepping down to 10.55 feet (NAVD88) at the street elevation. Both finished floor elevations comply with the minimum 9.00 -foot (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 feet NAVD88) will not exceed the proposed finished floor elevation (11.25 feet) beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 SLR estimates. • Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • 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. Water Quality • The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 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 Tmpl[: 10/10/17 3 Proznik Residence Zoning Administrator, December 14, 2017 Page 4 containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. The WQHP has been reviewed and approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for best management practices (BMPs), use of a low -impact development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. Public Access • The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. Informal (i.e., not designated by the Coastal Land Use Plan) vertical access to the bay front is available approximately 100 feet west of the site where there is a small public beach with access to the water. • The closest public viewpoint is located at the bridge to Lido Island. The proposed residence is not located near coastal view roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project's compliance with height, setbacks, the project will not impact coastal views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 2,366 -square - foot single-family residence and attached 715 -square -foot three -car 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. Tmpl[: 10/10/17 .y. Proznik Residence Zoning Administrator, December 14, 2017 Page 5 APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared . 1/ ,1 W, IFS - AICP— .ian Ass Manner AYOLN1.Tii7 Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Pmplt: 10/10/17 Attachment No. ZA 1 Draft Resolution 08/17/2017 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-092 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY SINGLE-FAMILY RESIDENCE AND ATTACHED THREE -CAR GARAGE LOCATED AT 208 VIA LIDO NORD (PA2017-209) 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 208 Via Lido Nord, and legally described as Lot 858 of Tract No. 907 requesting approval of a coastal development permit. 2. A request for a coastal development permit (CDP) for the demolition of an existing single- family residence and attached garage, and the construction of a new 2,366 -square -foot two-story, single-family residence with an attached 715 -square -foot garage. The development also includes hardscape, drainage, and landscaping. The proposed residence complies with all applicable development standards including height, setbacks, and floor area limits, and no deviations are requested. The existing bulkhead will not be altered as part of this project. 3. The subject property is designated Single -Unit Residential Detached (RS -D) by the General Plan Land Use Element and is located within the Single -Unit Residential (R-1) Zoning District. 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Single -Unit Residential Detached - (10.0 -19.9 DU/AC) (RSD -C) and it is located within the Single -Unit Residential (R-1) Coastal Zone District. 5. A public hearing was held on December 14, 2017, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 08-15-2017 Zoning Administrator Resolution No. ZA2017-### Paqe 2 of 7 2. Class 3 exempts the construction of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 2,366 -square - foot single-family residence and attached 715 -square -foot three -car garage. 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 3,648 square feet and the proposed floor area is 3,081 square feet. b. The proposed development provides the minimum required setbacks, which are 10 feet along the front property line abutting the Newport Bay, 3 feet along each side property line and 4 feet along the property line abutting Via Lido Nord. C. The highest guardrail is 24 feet from established grade and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. d. The project includes garage parking for three vehicles, exceeding the minimum two -car garage parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Newport Bay and is a private bayfront parcel. The project site is protected by an existing bulkhead with the top of the bulkhead at elevation 10.01 feet (NAVD88). A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated August 21, 2017, for the project. The existing bulkhead is in good condition and is not in need of any maintenance or repair at this time. The bay water elevation (currently maximum 7.2 NAVD88) will not exceed the top of the existing bulkhead with an estimated bay water level of 8.45 feet (NAVD88) (7.2 feet NAVD88 + 08-15-2017 8 Zoning Administrator Resolution No. ZA2017-### Paqe 3 of 7 1.25 feet SLR), which would occur approximately 75 years from now based on the minimum estimates for sea level rise provided by the National Research Council 2012 SLR estimates. 4. The finished floor elevation of the proposed dwelling is 11.25 feet (NAVD88) at the waterfront stepping down to 10.55 feet (NAVD88) at the street elevation. Both finished floor elevations comply with the minimum 9.00 -foot (NAVD88) elevation standard. The Coastal Hazard Report concludes that the bay water elevation (currently 7.2 feet NAVD88) will not exceed the proposed finished floor elevation (11.25 feet) beyond the year 2100 using the minimum estimates for sea level rise from the National Research Council 2012 SLR estimates. 5. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 6. 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. 7. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 8. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. A WQHP prepared by Forkert Engineering & Surveying, Inc., dated October 6, 2017, has been reviewed and approved by the City's Engineer Geologist The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for best management practices (BMPs), use of a low -impact development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 9. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought tolerant, and prohibits invasive, species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 08-15-2017 9 Zoning Administrator Resolution No. ZA2017-### Paqe 4 of 7 Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. Informal (i.e., not designated by the Coastal Land Use Plan) vertical access to the bay front is available approximately 100 feet west of the site where there is a small public beach with access to the water. 2. The closest public viewpoint is located at the bridge to Lido Island. The proposed residence is not located near coastal view roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public viewpoint and the project's compliance with height, setbacks, the project will not impact coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-092, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF DECEMBER, 2017. Patrick J. Alford, Zoning Administrator 08-15-2017 2� Zoning Administrator Resolution No. ZA2017-### Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL (Project -specific conditions of approval are italicized) 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Prior to the issuance of a building permit, 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. 3. 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. 4. Prior to the issuance of building permits, the applicant shall apply for and obtain a grade determination allowing measurement of accessory improvements in the front setback area (waterfront) from the proposed elevated grade. If said grade determination is not approved, all improvements shall be measured from existing grade, prior to construction. 5. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 6. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the erosion control plan and the conceptual construction pollution prevention plan (CPPP). 7. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle 08-15-2017 22 Zoning Administrator Resolution No. ZA2017-### Paqe 6 of 7 maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 8. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 9. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 10. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 11. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 12. 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. 13. 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. 14. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 15. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 16. Prior to issuance of the building permits, the approved CPPP and WQHP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and WQHP and any changes could require separate review and approval by the Building Division. 17. 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 08-15-2017 12 Zoning Administrator Resolution No. ZA20174t## Paqe 7 of 7 plant species, and water -efficient irrigation design. The plans shall be approved by the Planning Division. 18. 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. 19. 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. 20. 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. 21. This Coastal Development Permit No. CD2017-092 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 22. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of the Proznik Residence including, but not limited to, Coastal Development Permit No. CD2017-092 (PA2017-209). 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. 08-15-2017 i3 Attachment No. ZA 2 Vicinity Map 08/17/2017 14 15 Attachment No. ZA 3 Project Plans 08/17/2017 10 U Z G r t, Vlq UDO 2 BRANDON ARCHITECTS, INC. T ,e . I 151 KALMUS DR. SUITE G-1 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN i O Sq v 9� O OCCUPANCY CLASSIFICATION R-3 / U www. B ra n d o n A rc h i tec ts. co m Lam' ��� a. FLOOR & FLOOR -CEILINGS N/A J STRUCTURAL ENGINEER: m ^T BURK STRUCTURAL ENGINEERS, PC BUILDING SECTIONS BUILDING SECTIONS LANDSCAPE PLAN PROJECT DESCRIPTION: r4� i G y V _ q</000 oQ - Ro AUG � � Np P ' Q t �P ry > ira J ev d' j LIDO CONTEMPORARY THE SUBJECT PROPERTY IS LOCATED ON LIDO ISLAND, NEWPORT BEACH CA ON VIA LIDO NORD. THE LOT IS APPROXIMATELY 2,701 S.F, IT IS ZONED R1 AND THE PROPOSED RESIDENCE IS APPX. 3,081 S.F. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A SINGLE STORY RESIDENCE OF APPX. 2,367 SF WITH 4 -CAR GARAGE OF APPX. 715 SF, TO BE WOOD FRAMED WITH A SLAB FOUNDATION. THE PROJECT WILL BE A CONTEMPORARY DESIGN INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN `OPEN' LIVING FLOOR PLAN WHICH MAXIMIZES POTENTIAL VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS AND BALCONIES. THE EXTERIOR WILL BE PRIMARILY STUCCO SIDING, WITH SOME USE OF METAL AND STONE. THE RESIDENCE WILL HAVE APPROXIMATELY (3) BEDROOMS AND (4) FULL BATHS. THE PROGRAM WILL INCLUDE THE FOLLOWING: LIVING ROOM, DINING ROOM, EAT -IN KITCHEN, PANTRY, MASTER SUITE, MASTER BATH, MASTER WALK IN CLOSET, 2 SECONDARY BEDROOMS WITH ATTACHED CLOSETS AND BATHS, LAUNDRY ROOM, HOME OFFICE WITHIN MASTER SUITE, AND AN UNCOVERED VIEW DECK. VICINITY MAP/ PROJECT DESCRIPTION 208 VIA LIDO NORD, NEWPORT BEACH, CA 92663 ALUMINUM CONCRETE EARTH GYPSUM - PLASTER -- -- -- INSULATION - RIGID MASONRY - BRICK MASONRY -CONCRETE BLOCK PLYWOOD / GLU-LAM TIMBER SAND STEEL WOOD MATERIAL LEGEND NORTH ARROW N 9000'/00° E PROPERTY LINE TAG Distance 1 SIM' SECTION INDICATOR A101 / Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation "I REVISION FLAG 20 R @ 71/2" STAIR TAG (NO. OF RISER & 1i CURTAIN WALL TAG 101 DOOR TAG 1i WINDOW TAG J71 KEYNOTE TAG 11 (ANNOTATION LEGEND 1. REF. STRUCT. SIFT. FOR SPECIAL INSPECTIONS BY STRUCTURAL ENGINEER 2. HERS VERIFICATION REQUIRED- REFERENCE T-24 3. A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE FOLLOWING TWO POINTS IN THE CONSTRUCTION PROCESS: A. WHEN CONCRETE SLAB IS POURED. B. AFTER ROOF FRAMING BUT PRIOR TO THE INSTALLATION OF THE ROOF MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT. SPECIAL INSPECTIONS 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 2. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55d BA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT) . LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 4. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: CHRISTOPHER BRANDON, ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) 9 DEFERRED SUBMITTALS 7 BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR LIVING 967 SF SECOND FLOOR LIVING 1400 SF TTL. LIVING 2366 SF GARAGE 715 SF TTL. GARAGE 715 SF GRAND TOTAL 3081 SF ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOF AREA 1478 SF (SLOPED ROOF AREA) VIEW DECK 358 SF (FLAT ROOF AREA) STAIRS 68 SF (FLAT ROOF AREA) Grand total 1904 SF TOTAL ROOF AREA = 1904 S.F. 25% FLAT ROOF ALLOWABLE (HOA): 476 S.F. TOTAL FLAT ROOF AREA = 426 S.F. LANDSCAPING = 64 SF 10 I PROJECT STATISTICS <500 SF DIG ALERT: SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS: CITY WATER & SEWER: PACIFIC BELL TELEPHONE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPT P: 1.949.644.3311 F: 1.949.644.3318 CITY OF NEWPORT BEACH PLANNING DEPT General Information Line: (949)644-3200 Zoning Information Line: (949)644-3204 CITY OF NEWPORT BEACH BUILDING DEPT., (949) 644-3275 General Administration (949) 644-3288 Permit Counter (949) 644-3255 Inspection Requests NEWPORT BEACH FIRE DEPARTMENT: 100 Civic Center Dr. Newport Beach CA 92660 P: 949.644.3106 IORANGE COUNTY HEALTH SERVICES: PO BOX 355 SANTA ANA, CA 92702 P: 714.834.3882 1.800.227.2600 ARCHITECT: 2 BRANDON ARCHITECTS, INC. NBMC (NEWPORT BEACH MUNICIPAL CODE) ,e 1.714.895.0246 151 KALMUS DR. SUITE G-1 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN COSTA MESA, CA 92626 1.800.427.2000 s OCCUPANCY CLASSIFICATION R-3 / U www. B ra n d o n A rc h i tec ts. co m 1.949.644.3011 FLOOR PLANS FLOOR & FLOOR -CEILINGS N/A a� STRUCTURAL ENGINEER: 1.800.750.2355 BURK STRUCTURAL ENGINEERS, PC BUILDING SECTIONS BUILDING SECTIONS LANDSCAPE PLAN 151 KALMUS DR., BLDG. E-140 T COSTA MESA, CA 92626 FLOOR AREA REF. 8/T-1 s = r (PER CBC TBL. 503) � Q c� 3 Q V O c p y r n C) �- � THE SUBJECT PROPERTY IS LOCATED ON LIDO ISLAND, NEWPORT BEACH CA ON VIA LIDO NORD. THE LOT IS APPROXIMATELY 2,701 S.F, IT IS ZONED R1 AND THE PROPOSED RESIDENCE IS APPX. 3,081 S.F. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A SINGLE STORY RESIDENCE OF APPX. 2,367 SF WITH 4 -CAR GARAGE OF APPX. 715 SF, TO BE WOOD FRAMED WITH A SLAB FOUNDATION. THE PROJECT WILL BE A CONTEMPORARY DESIGN INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN `OPEN' LIVING FLOOR PLAN WHICH MAXIMIZES POTENTIAL VIEWS FROM LIVING SPACES AS WELL AS OUTDOOR PATIOS AND BALCONIES. THE EXTERIOR WILL BE PRIMARILY STUCCO SIDING, WITH SOME USE OF METAL AND STONE. THE RESIDENCE WILL HAVE APPROXIMATELY (3) BEDROOMS AND (4) FULL BATHS. THE PROGRAM WILL INCLUDE THE FOLLOWING: LIVING ROOM, DINING ROOM, EAT -IN KITCHEN, PANTRY, MASTER SUITE, MASTER BATH, MASTER WALK IN CLOSET, 2 SECONDARY BEDROOMS WITH ATTACHED CLOSETS AND BATHS, LAUNDRY ROOM, HOME OFFICE WITHIN MASTER SUITE, AND AN UNCOVERED VIEW DECK. VICINITY MAP/ PROJECT DESCRIPTION 208 VIA LIDO NORD, NEWPORT BEACH, CA 92663 ALUMINUM CONCRETE EARTH GYPSUM - PLASTER -- -- -- INSULATION - RIGID MASONRY - BRICK MASONRY -CONCRETE BLOCK PLYWOOD / GLU-LAM TIMBER SAND STEEL WOOD MATERIAL LEGEND NORTH ARROW N 9000'/00° E PROPERTY LINE TAG Distance 1 SIM' SECTION INDICATOR A101 / Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation "I REVISION FLAG 20 R @ 71/2" STAIR TAG (NO. OF RISER & 1i CURTAIN WALL TAG 101 DOOR TAG 1i WINDOW TAG J71 KEYNOTE TAG 11 (ANNOTATION LEGEND 1. REF. STRUCT. SIFT. FOR SPECIAL INSPECTIONS BY STRUCTURAL ENGINEER 2. HERS VERIFICATION REQUIRED- REFERENCE T-24 3. A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE FOLLOWING TWO POINTS IN THE CONSTRUCTION PROCESS: A. WHEN CONCRETE SLAB IS POURED. B. AFTER ROOF FRAMING BUT PRIOR TO THE INSTALLATION OF THE ROOF MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT. SPECIAL INSPECTIONS 1. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 2. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50dBA (55d BA WITH TIMER, 65dBA WITH TIMER AND NEIGHBORS CONSENT) . LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. 4. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: CHRISTOPHER BRANDON, ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) 9 DEFERRED SUBMITTALS 7 BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR LIVING 967 SF SECOND FLOOR LIVING 1400 SF TTL. LIVING 2366 SF GARAGE 715 SF TTL. GARAGE 715 SF GRAND TOTAL 3081 SF ROOF AREA SCHEDULE NAME AREA COMMENTS SLOPED ROOF AREA 1478 SF (SLOPED ROOF AREA) VIEW DECK 358 SF (FLAT ROOF AREA) STAIRS 68 SF (FLAT ROOF AREA) Grand total 1904 SF TOTAL ROOF AREA = 1904 S.F. 25% FLAT ROOF ALLOWABLE (HOA): 476 S.F. TOTAL FLAT ROOF AREA = 426 S.F. LANDSCAPING = 64 SF 10 I PROJECT STATISTICS <500 SF DIG ALERT: SOUTHERN CALIFORNIA EDISON SOUTHERN CALIFORNIA GAS: CITY WATER & SEWER: PACIFIC BELL TELEPHONE: CITY OF NEWPORT BEACH PUBLIC WORKS DEPT P: 1.949.644.3311 F: 1.949.644.3318 CITY OF NEWPORT BEACH PLANNING DEPT General Information Line: (949)644-3200 Zoning Information Line: (949)644-3204 CITY OF NEWPORT BEACH BUILDING DEPT., (949) 644-3275 General Administration (949) 644-3288 Permit Counter (949) 644-3255 Inspection Requests NEWPORT BEACH FIRE DEPARTMENT: 100 Civic Center Dr. Newport Beach CA 92660 P: 949.644.3106 IORANGE COUNTY HEALTH SERVICES: PO BOX 355 SANTA ANA, CA 92702 P: 714.834.3882 1.800.227.2600 ARCHITECT: 2 BRANDON ARCHITECTS, INC. NBMC (NEWPORT BEACH MUNICIPAL CODE) CHRISTOPHER BRANDON, AIA 1.714.895.0246 151 KALMUS DR. SUITE G-1 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN COSTA MESA, CA 92626 1.800.427.2000 P: 714.754.4040 F: 714.754.4004 OCCUPANCY CLASSIFICATION R-3 / U www. B ra n d o n A rc h i tec ts. co m 1.949.644.3011 FLOOR PLANS FLOOR & FLOOR -CEILINGS N/A ROOF PLAN STRUCTURAL ENGINEER: 1.800.750.2355 BURK STRUCTURAL ENGINEERS, PC BUILDING SECTIONS BUILDING SECTIONS LANDSCAPE PLAN 151 KALMUS DR., BLDG. E-140 T COSTA MESA, CA 92626 FLOOR AREA REF. 8/T-1 P: 657.289.0460 AGENCIES & PUBLIC SERVICES LEGAL DESCRIPTION APN: 423 144 03 LOT 858, TRACT 907 LOT INFORMATION: ZONED: R-1 SITE AREA: 2,701 S.F. BUILDABLE AREA: 1,824 S.F. TOTAL ALLOWABLE AREA (PER HOA): 1.7 x 1,824 S.F. = 3,101 S.F. TOTAL ALLOWABLE AREA (PER CITY): 2 x 1,824 S.F. = 3,648 S.F. TOTAL OPEN AREA REQUIRED:.15 x 1,824 S.F. = 273.6 S.F. TOTAL OPEN AREA PROVIDED: 326 S.F. > 273.6 S.F. TOTAL LANDSCAPE AREA = 132 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. - 3,121 S.F. ZONING INFORMATION TOTAL BUILDABLE AREA = 1,824 S.F. FRONT SETBACK (STREET): 4 FT. FRONT SETBACK (WATERFRONT): 10 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. 81 SITE INFORMATION GENERAL CONTRACTOR: TBD SURVEYOR: APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 INTERIOR DESIGNER: TBD OWNER: INTER -PRO PROPERTY CORPORATION (USA) ROBERT PROZNIK, AUTHORIZED AGENT 3699 MILLWOODS ROAD NW, SUITE 325 EDMONTON, AB T6K3L6 CANADA CIVIL ENGINEER: FORKERT ENGINEERING & SURVEY, INC. THOMAS M. RUIZ, P.E. 22311 BROOKHURST ST., STE 203 HUNTINGTON BEACH, CA 924646 P: 714.963.6793 LANDSCAPE DESIGNER TBD SOILS ENGINEER: R. MCCARTHY CONSULTING, INC. ROBERTJ.MCCARTHY 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.629.2539 4 PROJECT DIRECTORY 2 CDP NBMC (NEWPORT BEACH MUNICIPAL CODE) GRADE PLANE DETERMINATION CODES: CALIFORNIA CODES: 2016 CRC, 2016 CBC, 2016 CFC, V ,J 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN ARCHITECTURAL SITE PLAN OCCUPANT LOAD —17 PRECISE GRADING PLAN EROSION CONTROL PLAN OCCUPANCY CLASSIFICATION R-3 / U 3-DIMENSIONAL VIEWS OCCUPANCY SEPARATIONS (GARAGE) 1 -HR. FLOOR PLANS FLOOR & FLOOR -CEILINGS N/A ROOF PLAN TYPE OF CONSTRUCTION V -B - SPRK'R. EXTERIOR ELEVATIONS & MATERIAL SCHEDULE FIRE SPRINKLER: NFPA 13D YES BUILDING SECTIONS BUILDING SECTIONS LANDSCAPE PLAN HEIGHT 2 STORY T AP -1 FLOOR AREA REF. 8/T-1 WC ALLOWABLE BLDG, AREA N/A SUR (PER CBC TBL. 503) 5 I CODE REVIEW SHEET # T-1.0 T-1.1 T-1.2 DRAWING TITLE TITLE SHEET GENERAL ARCHITECTURAL NOTES SUPPLEMENTAL NOTES & DOCUMENTS CDP GD -1 GRADE PLANE DETERMINATION E N V ,J A-0.0 ARCHITECTURAL SITE PLAN C2 C4 PRECISE GRADING PLAN EROSION CONTROL PLAN A-1.0 3-DIMENSIONAL VIEWS A-2.0 FLOOR PLANS A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-5.0 A-5.1 L-1.0 BUILDING SECTIONS BUILDING SECTIONS LANDSCAPE PLAN T AP -1 BUILDING AREA PLANS WC U SUR TOPOGRAPHIC SURVEY 3 I SHEET LIST 1 DJECT NAME LIDO CONTEMPORARY \TUS CDP z 0 r /'1 E N V ,J � O 02 O N U U T .- a ����2z U U W° c U. O :aw mCc nmE C6 m E o a o.o 6 0 � t m 1 T N td y WC U o0 U 'O z m Q m m m m m � Q c� 3 Q V O c p y r n C) �- � �o z 00 N� Q Uj LLI o 0 m N V n 2 N w O U WC - >. O n Y N m 0 cm.- 2 0 N D O m.0 m -E C r � M � W r r O W z O U O J Q OU Z = Oj OQ J LU Q F— > � o0 O O N W Z DOCUMENT VALID UPON ORIGINAL SIGNATURE } Q M m ' o._ o 0 ° 0, z 0 Q 0 H wzo�na 0MZ � 0 02 O a YJ H Q IYa�U)OQ w z ����2z o z0'M'0Z0w0 O W z O U O J Q OU Z = Oj OQ J LU Q F— > � o0 O O N W Z DOCUMENT VALID UPON ORIGINAL SIGNATURE DATE I JOB NO. 2017-23 DATE 11/20/17 SHEET NO T-1.0 T > ON " U m m ' o._ o 0 ° 0, z m ; Q ig <z mrnm 2 Oma 0 r m :E `m n 3 Q y d O >' O0 iq o r o E > a c U. O :aw mCc nmE C6 m E o a o.o 6 0 F- x > O — O 'O F O U Q m O TL n U d 0 m o O K a o m o a Q m z< T 0 n c c s z m Q m m m m m � Q N 0] 'FL' N 2 Q V O c p y r n m �"o E"d.c°r O m N U N C m N.2 O ' O n O N- a.. N Eos 0 m o [V Uj LLI o 0 m N V n 2 N w O U WC - >. O n N m 0 cm.- 2 0 N D O m.0 m -E C m n 2 T 0 0 E, d m m= 1p 0030 LU r �_=tea J ads°ow0Tw� H -o TO -F- `- mf=5 _ d0-3 �x0nxo L C nne of m F- n n0<vi .,r..Q J REVISIONS DATE I JOB NO. 2017-23 DATE 11/20/17 SHEET NO T-1.0 & AND DR. DOOR HDR. HEADER PERIM. PERIMETER U. UNDER DEFINITIONS. (AS USED IN THESE SPECIFICATIONS) PROJECT NAME Lz ANGLE D.S. DOWN SPOUT HDWD. HARDWOOD PL. PLATE/PROPERTY LINE U.B.C. UNIFORM BULIDING CODE 61. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE LIDO CONTEMPORARY AT D.S.P. DRY STAND PIPE HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.G. UNDERGROUND NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. SHALL CORPORATION r. CENTERLINE DWG. DRAWING H.M. HOLLOW METAL PLAS. PLASTER U.L. UNDERWRITER'S LABORATORY HI CONTRACTOR SHALL MEAN: CENSEDGENERALCONTRACTORHIREDTOPERFORMTHEWORKUNDERTHISCONTRACT COOWNERCONTRACTOR HALL LICINTENSEDG NERAL ON STATUS 0 DIAMETER OR ROUND HORIZ. HORIZONTAL PLUMB. PLUMBING UNF. UNFINISHED 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 • ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPAL FIRST CHECK L PERPENDICULAR (E.) EXISTING HR. HOUR PLYWD. PLYWOOD U.N.O. UNLESS NOTED OTHERWISE STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. • SPECIFICATIONS SHALL MEAN: WRITTEN SPECIFICATIONS IN THE PLANS OR THE"PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) # POUND OR NUMBER EAST, ENTRY HT./HGT. HEIGHT PINT. PAINT(ED) UR. URINAL • CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. PROPERTY LINE, PLATE E.J. EACH HVAC HEATING VENTILATING/AIR COND. P.O.C. POINT OF CONNECTION 63. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. L J ti '- A.B. ANCHOR BOLT EL.. EXPANSION JOINT PR. PAIR V. VERTICAL CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. m O h ABV. ABOVE ELEVATION I.D. INSIDE DIAMETER/INTERIOR DESIGNER pROJ. PROJECTION VENT. VENTILATING " w A/C AIR CONDITIONING ELEC. ELEV. ELECTRIC IN. INCH INSULATION PSL. PARALLEL STRAND LAMINATE VERT. VERTICAL 64. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, GAS OR OTHER UTILITY LINES ENCOUNTERED AND SHALL A LWOR ,CONS CONSTRUCTION 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 U.N.. U A.C. ASPHALT CONCRETE EMER. ELEVATOR INSUL. PT. POINT VER. VERIFY COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING ABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND ACOUS. ACOUSTICAL EMERGENCY INT. INTERIOR R.A. RETURN AIR V.T.R. VENT THROUGH ROOF IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUTSHALL w w w A.D. AREA DRAIN ENCL. EP. ENCLOSURE ELECTRIC PANEL INV. INVERT/INVERTED RAD. RADIUS 65. CONTRACTOR SHALL PROVDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE NOT BELIMTEDTOTHOSE ASLISTED N"CODE REVIEW" BOX. (T-1) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY W ITR ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: � M - ADH. ADHESIVE EQ. EQUAL /EQUIVALENT JAN. JANITOR R.D. ROOF DRAIN W. WEST, WIDE, WIDTH CAUSED BY INSUFFICIENT PROTECTION. THE BUILDING CODES, 2016 EDITIONS, AS ADOPTED BY CALIFORNIAALL APPLICABLE RELATED SPECIALTY CODES. . u N � ADW. ADJUSTABLE EQPT./EQPM. EQUIPMENT JT. JOINT R.D.L. ROOF DRAIN LEADER W/• WITH THE FUNCTIONALITYSTANDARDS SET FORTH IN TITLE HECALIFORNIA CIVIL CODE "RIGHT TO REPAIR ACT'). - c - U m AL. ALUMINUM E.W. EACH WAY JST. JOIST RECPT. RECEPTACLE WD. WOOD 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. ANY WORK TIME RESTRICTIONS IMPOSED BY THE CITY OF NEWPORT BEACH. - ALT. ALTERNATE RECT. RECTANGULAR W.H. WATER HEATER THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDAT ONS FOR ANY INCORPORATED PRODUCTS. o ANDD. ANODIZED EXST. EXISTING EXHAUST KIT. KITCHEN REF. REFERENCE W.C. WATER CLOSET 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 2. FEES: w U o v A.P. ACCESS PANEL EXH. EXPO. EXPOSED L. LOW/LINEN REFR./R/F. REFRIGERATOR W.I. WROUGHT IRON PROCEED, SIGNED BY THE ARCHITECT ROWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. CONTRACTOR AND HIS SUBCONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, COUNTY AND STATE LAWS AND TOR GENERAL BUILDING PLANCHECKTOILET - � g 0 APPX. APPROXIMATELY EXT. EXTERIOR L.A. LANDSCAPED AREA REG. REGISTER WP. WATERPROOF ONTRA REQUIRED REFUNDABLE DEPOSITS WHICH 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 "" i N m APPV'D. APPROVED REINF. REINFORCEMENT W.W.M. WELDED WIRE MESH 68. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRCUTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. ARCH. ARCHITECTURAL E.G. EXISTING GRADE LAB. LABORATORY LAMINATE REQ'D. REQUIRED COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE 3. CONTRACTOR'S SURVEY: ,-3 ASB. ASBESTOS LAM. LAV. LAVATORY RESIL. RESILIENT' SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR IT'S 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 � 7 c ASSY. ASSEMBLY F. FIXED LBS. POUNDS RET. RETAIN(ING), RETURN SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLYAND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL L a 3 AUTO. AUTOMATIC F.A. FIRE ALARM LFA LOAD FROM ABOVE RM. ROOM METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAW INGS AND SPECIFICATIONS. 9 m - B. BD. BATH BOARD FAC. F.C.O. FACTORY FLOOR CLEAN OUT FLOOR DRAIN L.H. LKR. LEFT HAND LOCKER R.O. .O R.R. ROUGH OPENING ROOF RAFTER 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' 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 AND O m y o = BEL. BELOW F.D. LT. LIGHT RWD. REDWOOD ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPOR THE IMPOSED LOAD. PERFORMANCE OF ALL WORK INASAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE m o BET. BETWEEN FDN. FOUNDATION LUM. LUMINOUS SOUTH SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR J Q BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER S. 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED,INSTALLED,CONNECTED,ERECTED,USED, CLEANED AND CONDITIONED AS DIRECTED BY THE AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. L = BLDG. BUILDING F.E.C. FIRE EXTINGUISHER CABINET MAINT. MAINTENANCE S.A. SUPPLY AIR MANUFACTURERS. _ m BLK. BLOCK F.G. F.H. FINISH GRADE FLAT HEAD MAS. MASONRY S.C. S.C.D. SOLID CORE SEAT COVER DISPENSER ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF HEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE AWFULLY REMOVED FROM HE � ,� BLK'G. BLOCKING MAT. MATERIAL SCHED. SCHEDULE 71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNERIVENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. SITE, UNLESS OTHERWISE DIRECTED ev THE coNrRAcroR. BM. B.O. BEAM BY OWNER/BY OTHERS FIN. FIX./FIXT. FINISH FIXTURE MAX. M.B. MAXIMUM METAL BOLT S.D. SUB DRAIN/SOAP DISPENSER 72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE 6. TESTS AND PERMITS: o m m � BOT. BOTTOM F.J. FLOOR JOIST M.C. MEDICINE CABINET SEC. SECTION MANUFACTURERS. CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. BR. BEDROOM F.L. FLOW LINE MECH. MECHANICAL SEL. SELECTED 7. GUARANTEES: B.W. BACK OF WALK, BOT. OF WALL FLASH. FLASHING MEMB. MEMBRANE SH. SHT. SHELF SHEET 73. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL,LANDSCAPE,ARCHITECTURAL, MECHANICAL, PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF HE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACED ANY CAB. CABINET FLR. FLOOR MET./MTL. METAL ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE OR ALL SUCH WORK TOGETHER 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 FLUOR. FLUORESCENT MFR./MFGR. MANUFACTURER SHT'G. SHEATHING CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND IS YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE AW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF C.B. CEM. CATCH BASIN CEMENT F.O.C. FACE OF CONCRETE/FACE OF CURB M.H. MAN HOLE SIM. SIMP. SIMILAR SIMPSON REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. GUARANTEES STRICT FOR LONE ONG GUARANTEES ARE MORE STRICT O FOR LONGER PERIODS. AMORE IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND C.G. CHAN. CORNER GUARD CHANNEL F.O.F. F.O.S. FACE OF FINISH FACE OF STUD/FACE OF STRUCTURE MIN. MIR. MINIMUM MIRROR S.J. SOFFIT JOIST 74. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED ARES CLEAN ALL FLOORING MILLWORK LIGHT FIXTURES GLASS ETC. AND UNCOVER AND VACUUM OUT WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FORA WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY CHG. CHANGE F.O.M. FACE OF MASONRY MISC. MISCELLANEOUS S.S. STAINLESS STEEL ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL FP. FIREPLACE M.O. MASONRY OPENING S.SK. SERVICE SINK OTHER WORK DAMAGED ASA RESULT THEREBY WILL BE EXECUTED INATIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OWNER. C.I. CAST IRON F.S. FLOOR SINK STA. STATION C.J. CONTROL JOINT/ CONST. JOINT JOINT FT. FOOT OR FEET MOS. MOSAIC STD. STANDARD 8. WAIVER OF LIENS: CLG. CEILING /CEILING FTG. FOOTING MTD. MOUNTED STOL. STEEL CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUB-CONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. CLKG. CAULKING FLIT. FURRING MUL. MULLION STRU STORAGE 9. ROLL CONSTRUCTION: CLR. CLEAR FUT. FUTURE (N.) NEW STRUCT. STRUCTURAL HI EARCHITECTWILLNOT ACT THE ARCHITECT WILL NOT ACT AS THE OWNERS REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER AND CNTR. COUNTER F.V. FIELD VERIFY N. NORTH SUSP. SUSPENDED RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF HE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECTWILL NOTBE RESPONSIBLE OR HAVE CONTROL OR CONC. CONCRETE NAT. NATURAL SYM. SYMMETRICAL 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 COND. CONDITION GA. GAUGE N.I.C. NOT IN CONTRACT AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. & Z T. TREAD ANY VERBAL 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 CONST. CONSTRUCTION GALV. GALVANIZED N.G. NATURAL GRADE T.C. TOP OF CURB WITHIN(10)CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. p CONT. CONTRACTOR/ CONTINUOUS G.B. GRAB BAR/GRADE BEAM NO. NUMBER TEL. TIME ~ Q CORR. CORRIDOR. CORROSIVE G.C. GENERAL CONTRACTOR NOM. NOMINAL TEL. HONE TELEPHONE THE CURRENT AL GENERAL CONS DITIONS RECURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH TWERE PART OF THESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN � J O � CTSK. COUNTERSUNK GEN. GENERAL N.T.S. NOT TO SCALE "GENERAL W Y CTR. CENTER G.F.I. GROUND FAULT INTERRUPT TEMP. TEMPERED THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE NOTES" ON THIS SHEET ARE INTENDED TO O/. OVER TER. TERRAZZO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. THE A.I.A. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR. Q DBL. DOUBLE G.I. GL. GALVANIZED IRON GLASS O.A. OVERALL T.&G. TONGUE AND GROOVE 11. EXTRAS: z O Fes -' p m DECO. DECORATIVE G.L.B. GLU-LAM BEAM OBS. OBSCURE THK. THICK OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, HE CONTRACT SUM BEING ADJUSTED TO HE MUTUAL SATISFACTION OF HE OWNER, ARCHITECT AND CONTRACTOR. h W Z O Q DEPT. DEPARTMENT GND. GROUND O.C. ON CENTER T.P. TOP OF PAVING BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL. Q D- O O DET. DETAIL GR GRADE O.D. OUTSIDE DIAMETER DIMENSION ( ) T.PL. TOP OF PLATE 12. SUBSTITUTIONS: � p 1- 3 z D.F. DRINKING FOUNTAIN/DOUGLASS FIR GYP. GYPSUM O.F.D. OFF. OVERFLOW DRAIN OFFICE T.O.S. TOP OF STRUCTURE/SLAB 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 0 of Q J Lo O DIA. DIAMETER G.P. GRADE PLANE OPNG. OPENING T.R. TOP OF RAIL MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS,ITSHALLBETHECONTRACTOR'SOPTIONTOSELECTTHEONEWHICHHEMAYDESIRE.IFMORETHANONEFINISHORSTYLEISAVAILABLEINTHEITEM "OR LL of J M Z Q DIAL. DIAGONAL TRANS. TRANSFORMER SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE - Q - Q DIM. DIMENSION OPP. OPPOSITE T.S. TOP OF STEP UNDERSTOOD THAT THE REFERENCE IS MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL � W O Q DN. DOWN H. HIGH T.W. TOP OF WALL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. W z W OD � 2i Z H.B. H.C. HOSE BIB HOLLOW CORE TYP. TYPICAL 13. INSURANCE: �j O Q Z HD. HARD CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROADFORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS O 0 M co W O UNDER THE POLICY WITH WAIVER 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. ABBREVIATIONS Z 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 EXECUTED ACCORDING 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, ARE UNSOUND, 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 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII OBJECTIONS TO HE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON HE DRAWINGS. >1111111111 IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICALBE TO OTHER TRADES. IN CAS OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER 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 OF QUALITY 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 THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMMISIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING INA TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES 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 TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (e.g. SCHEMATIC ELECTRICAL PLANS). co 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 (O FIELD PRIOR TO 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. DETAILED DRAWINGS 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 AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS DRAW INGS ARE NOT TO BE SCALED UNLUESS 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 SUCH C) N MEMBERS, 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 TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+/-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" W ITHOUTAPPROVAL BY ARCHITECT. WALL ANGLES ARE ETHER 90" OR 45" UNLESS NOTED OTHERWISE. O 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 REVIEW PROCESS RELIEVE OR z ^ LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FORAN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW HESE 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 ATTENTION OF THE ARCHITECT O U 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 SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT UJ Q C) CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, J UJ THE CONTRACTOR REPRESENTS THAT HEISHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BV ARCHITECT, ARE FOR VERIFCATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS co AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/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 RETURNED WITHOUT REVIEW. LJ-- 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. OO^ O 17. ERRORS AND OMISSIONS: N LL 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 SUBCONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HEW ILL BE HELD RESPONSIBLE FOR THE RESULTS OF ` S ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOTTHE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. W BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESSTHE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF C O THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. TEMPORARY BRACING: AT 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 Q TO THE STRUCTURAL 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 ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS W ELLAS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COSTTO OWNER. CONTRACTOR AND HIS SUBCONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, 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 mi SUBSTANCES AS REQUIRED 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. DOCUMENT VALID UPON 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 WALLS 25. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE- G.C. TO VERIFY PRIOR TO PURCHASE AND INSTAL. 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 BACK FILL ' RETAINING WALL BACK FILL, 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 W ELDING 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.Oa SHOWERS & TUBS. ORIGINAL SIGNATURE 29. MAINTENANCE INFORMATION: T THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE a m O M LABEL MAYBE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE. ui = 9 m 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 BYTHE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, � -oac c ZO M d K a m O THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT W ITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R- O 2 m ❑ c m m mm , Z QI U T d O VALUE. a 3 m a T9 t In Y N zagacm..mo_, 31. ON PROJECTS WITH EXCAVATIONS THAT WILL BE LOWER THAN ADJOINING PROPERTIES, 30 DAY NOTICE IS LEGALLY REQUIRED BY THE OWNERS & CONTRACTORS TO HE 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. J o' Q w z m '- a a N O 6 O a 0.0 - N t m (t-).0 T o E Ti Q U'-W mCc�mE 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-44 /�/ H N S o o y d 9 0 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOW ING HAZARDOUS LOCATIONS: CBC 2406.3 w :3Q h a M h j d A. SWINGING AND SLIDING DOORS F Q d `m d o WHEN -INCH WITHINED INCHES SURFACE I N TUBS, SHOWERS, SUANAS, OR STEAMROOMS. m p M c o ,� C. WITHIN A 24B. O OF DOORS AND WITHIN 60-INCHES OF WALKING SURFACE. RC OF EI HERVERT CAL EDGER U U K `m `m a c a D. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH A BOTTOM EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR. D � c E. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36-INCHES HORIZONTALLY OF WALKING SURFACE AND WITHIN 60-INCHES ABOVE WALKING SURCFACE. Z Q y m F. ADJACENT TO STAIRWAYS WITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS WITHIN 60-INCH ABOVE NOSE OF TREAD. c �+ 090X TO,N O NF 35. 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 407.5 p mma.cr:: d 5 Q M p C n ~ N E - 38. 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 411.7 m = ;� E 3 F= $ a a a ma v m= m p 1 N 0_ C N d 37. 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 CEMENT PLASTER N JE T m o a c S y BACKING FOR TILE. CBC 1210.3 LJ� = o Y m E a a 38. MIN. 5/8" TYPE W MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS Q 'w c ' o D8 , ��j Y E w 5 N - m 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CBC 2510.6J v I5 N .w - c 40. THE WATER HEATER BURNER TO BEAT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.14 <m x =N�vjq N m o 00 E X 41. PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 508.14 m , m L o 42. 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 508.2 W E!ES aH= Fv = P > > N o f0t OW o.�W '� 43. DRYER: -o m 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) . CMC 504.5 PROVIDE A MIN. 100 SQ. IN. OPENING IN THE DRYER DOOR. CMC. 504.3.2 W ` ^ .". y .a u = m a= o T c ' pU H v U d v owz_ F- ta. < 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): A. IN EACH SLEEPING ROOM. REVISIONS B. OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. NO. REVISION DATE SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 45. 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. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 46. 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 CIRCUIT INTERRUPTER (GFCI) DEC 210.8 47, 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 210.12 48. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS >50%. NBMC 12.32.015 49. 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 LISTING 52. 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 R1005ANG. CMC (802.5.2.4) PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX INA SOLD FUEL BURNING FIREPLACE. SOLID FUEL BRUNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIRMENTS' 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM ORAN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. CBC 3109.4.4.2 54. GENERAL CONTRACTOR, CONTRACTORS, SUBCONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HAND WRITTEN 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/OR JOB NO, WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 2017-23 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 OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. DATE 56. LAND. WALLS LOCATED IN FRONT AND BACK OF PROPERTY SHALL NOT EXCEED 42" HT. REFER. LAND. DWGS FOR LOUT. 11/20/17 57. LAND. WALLS LOCATED BTW. NEIGHBORS SHALL BE SHARED ON PROP. LINE. REFER. LAND. DWGS AND SEE ATTACHED DOCUMENT FOR "AGRREMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTYWALL." SHEET NO. 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 WITH ARCHITECT. 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 STRINGENT REQUIREMENT. 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 DOCUMENTS PRIORTIi,,,,,,Ii 1 TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. . 4 GENERAL NOTES 1 CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 www.newoortbeachca.Qov 1(949)644-3200 CALGREEN - RESIDENTIAL MINIMUM REQUIREMENTS Scope 1. 2016 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCD-1). (NBMC 15.11.010, CG Section 101.3.1). 2. 2016 California Green Building Standards Code (CG) is applicable 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 only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent prolective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as "EV CAPABLE." d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE:' ConUsuRESIDENTIAL CALGreerKindatonMeasures 051192017 1 CAL GREEN - RESIDENTIAL MANDATORY MEASURES `"w1°kT CITY OF NEWPORT BEACH O i i COMM / r n PME\T DEPARTMENT UNITY DEVELOPMENT O U - )� BUILDING DIVISION c c 100 Civic Center Drive 1 P.O. Box 1768 1 Newport Beach, CA 92658-8915 ,1 L, www.newoortbeachca.Q ov 1( 949) 949 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code(CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC • 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & 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 2016 California Green Building Standards Code Section 4.303. q 9 Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection b the Chief Building Official. Civil Code Section 1101.1 et se NBMC P Y 9 ( r q. 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. You should contact your community associations 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 a 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. (Cal Green 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. 2016 CorrList\RUt0ENTIALConstructionMinimumfleq 05/19/2017 1. 10. Pedestrian protection adjacent to public way to be as follows: P 1 P Y 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 ( r ) 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 Q r 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safetyglazing shall be provided at the following hazardous locations: CRC R308.4 CBC 9 9 P 9 2406.4) a. Swinging,bi-fold and sliding doors. 9 b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. 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. Where the glazing is on a wall perpendicular to the lane of the door in a 9 9 P P P closed position and within 24 inches of the hinge side of an in -swinging door. d. Where 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 where 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 3109.4.4.2) 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. 2016 Carrtist\RESIDE"AtConstrunionMinimumRep 05/19/2017 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. 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 other similar method. (4.406.1) 5. 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. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS MAXIMUM FLOW RATE HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Multiple Showerheads Less than 5 feet Construction railings 8 feet or less 5 feet or more None Common and Public use Lavatory Faucets Less than 5 feet Bamer and covered walkway Kitchen Faucets 5 feet or more, but not more than one-fourth the height of construction Barrier and covered walkway More than 8 feet 5 feet or more but between one-fourth and one-half the height of construction Barrier Water Closets 5 feet or more but exceeding one-half the height of construction None 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 ( r ) 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 Q r 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safetyglazing shall be provided at the following hazardous locations: CRC R308.4 CBC 9 9 P 9 2406.4) a. Swinging,bi-fold and sliding doors. 9 b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. 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. Where the glazing is on a wall perpendicular to the lane of the door in a 9 9 P P P closed position and within 24 inches of the hinge side of an in -swinging door. d. Where 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 where 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 3109.4.4.2) 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. 2016 Carrtist\RESIDE"AtConstrunionMinimumRep 05/19/2017 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. 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 other similar method. (4.406.1) 5. 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. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE Required MAXIMUM FLOW RATE Single Showerheads 2.0 gpm @ 80 psi Multiple Showerheads Combine flow rate of 2.0 gpm 80 psi Residential Lavatory Faucets 1.2 gpm 60 pSi2 Common and Public use Lavatory Faucets 0.5 gpm @60 psi Kitchen Faucets 1.8 gpm @ 60 psi Metering Faucets 0.25 gallons per cycle maximum Water Closets 1.28gallons/flush' 50 Wall Mounted Urinal 0.125 allons/flush All Other Types of Urinal 0.5 allons/flush 1. Includes single and dual flush water closets with an effective flush rate of 1.26 gallons or less when tested per ASME A122.19.233.2 for single flush and ASME At 12.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.6 Spm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. 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 to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage'- Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. C.,,U5,1RESIDEWIALCALG,.nMandal.,Measume 05119R017 2 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 907.2.11.5 & 907.2.11.6. 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 ever level of the dwelling unit including basements. Y 9 9 C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R315. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. P Y TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison YP a through temporary ole or available outlet. In the rare case P where electricity is not readily available and a portable temporary 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: 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. 2016 COrNst\RESIDENTIALCOnstrucli..MinimumReq 05/19/2017 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter Required Required Setback Time in Use Setback from from Adjacent Hours 50 Outdoor carpet adhesives 150 PrODertv Line Structures 0 - 1 day 10 feet 5 feet > 1 dav 20 feet 5 feet 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. 2016 COrNst\RESIDENTIALCOnstrucli..MinimumReq 05/19/2017 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter COATING CATEGORY ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic Tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS 100 PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS 420 Metal to metal 30 Plastic foams 50 Porous material (except wood 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOG content shall be allowed. 2. For additional information regarding methods to measure VOC. content specified in table, see South Coast Air Quality Management District Rule 1166. SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter COATING CATEGORY SEALANTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS 350 Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 CorcListWSSIDENTWLCALGmenMandawo measums 05119rz017 3 FIREPLACE: 19. All fireplaces: a. Factory -built fireplaces, chimneys and all of their components shall be listed and Y P � Y P 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 and be in accordance with the California Green Building Standards Coder Chapter 4r and Division 4.5. C. Decorative shrouds shall not be installed at the termination of factory -built except chimneys t where such shrouds are listed and labeled for use with the P specific factory -built chimney system and are installed in accordance with P Y Y Y manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. lace. 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. 21. Direct vent gas appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 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, Cal Green 4.506.1, CBC 1203.5.2.1, 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. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. 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.) 2016 CorrLisl\RESIDENTIALConstructionMinimumReq 05/19/2017 4 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 (Grams of VOC per Liter of Coating, Less Water and Less. Exempt Compounds) COATING CATEGORY VOC LIMIT Flat coatings 50 Nonflat coatings 100 Nonflat-hi h gloss coatings 150 Specialty Coatings Aluminum roof coatings 400 Basementspecialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concrete/masonry sealers 100 Drivewaysealers 50 Dry too coatin s 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (signpaints) 500 High temerature coatings 420 Industrial maintenance coatings 250 Low solids coatings' 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty rimers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Water roo inn membranes 250 Wood coatings 275 Wood preservatives 350 Zinc -rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board. Architectural Coatings Suggested Control Measure. February 1. 2006. More information is available from the Air Resources Board. CarrUstVESIDENTIALCALGIeenMandalogMeasures 05fmf217 4 PLUMBING: 30. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases conditions ace area, r volume, or size (Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following requirements: I. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8917 m @ 60 psi iv. Water Closet: 1.28 allons per flush 9 31. 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) 32. The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) 33. 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) 34. Water heaters to be strapped at to and bottom with 1 /2 x 16 gauge strap with 3/8 PP P 9 9 P diameter. X 3" lag bolt each end. (CPC 507.2) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 37. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal Y drainage system line is 3. (CPC Table 703.2) 41. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 42. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(n)) 43. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 44. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 45. Insulate all hot water pipes. (Cal Energy Code 150.0 0) (2), and CPC 609.11). 46. Isolation 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 (7)) 2016 CorrList\RESIDENTIALConstructionMinimumReq 05/19/2017 5 ELECTRICAL: 47. Electrical service to be underground for new construction replacement building, or 9 P 9. addition to an existingbuilding exceeds fifty 50 percent of the gross floor area of the 9 Y( )P existing building. (NBMC 15.32.015) 48. Edison Company approval is required for meter location prior to installation. 49. Field inspectors to review and approve underground service requirement prior to concrete placement. 50. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 51. All lighting is required to be high efficacy. California energy code section 150. k and 9 9 Q 9 Y( 9Y O Table 150.0-A.) 52. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 53. All receptacle outlets are required to be listed tamper resistant CEC 406.12 and 250.52 P 9 P ( ) 54. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 am branch circuits. Except for bathrooms garages, and outdoors. CEC 210.12 P P . 9 9 ( ) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11 (C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawlspaces, kitchens laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 57. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 58. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 59. 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(8)) Group non - cable circuits in panel (CEC 210.4(D)) 60. 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) 61. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 62. 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)) 63. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 64. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 65. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 66. 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). 2016 CortLisl\RESIDENTIALConstmctionMinimumReq 05/19/2017 6 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.96(2002). For additional information. see Califomla Code of Regulations. Title 17. Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (6 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) ConUsiWESIDENTIALCALGmenMeMaloryMeasures 05119(1917 5 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C (2)). 68. Provide 120V receptacle within 3 feet of water heater. Cal Ener Code 150.0 n 1 A. P ( 9Y () ) FOUNDATION: 69. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3r CBC 2304.10.5.1 ) 71. Anchor bolts shall include steelP late washers a minimum of 0.229" x 3" x 3" in size between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS 4.3.6.4.3) 2016 CaffLisl\RESIDEWIALConstructionMinimumReq 05/19/2017 7 1 2 DJECT NAME LIDO CONTEMPORARY \TUS FIRST CHECK ♦ /\ o E 0 CoU Co U �- 6 0 W FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million PRODUCT 2 LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 3 0 3 0.09 Medium density fiberboard 0.11 Thin medium density fiberboard2 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.96(2002). For additional information. see Califomla Code of Regulations. Title 17. Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/16 inch (6 mm). 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) ConUsiWESIDENTIALCALGmenMeMaloryMeasures 05119(1917 5 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C (2)). 68. Provide 120V receptacle within 3 feet of water heater. Cal Ener Code 150.0 n 1 A. P ( 9Y () ) FOUNDATION: 69. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3r CBC 2304.10.5.1 ) 71. Anchor bolts shall include steelP late washers a minimum of 0.229" x 3" x 3" in size between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS 4.3.6.4.3) 2016 CaffLisl\RESIDEWIALConstructionMinimumReq 05/19/2017 7 1 2 DJECT NAME LIDO CONTEMPORARY \TUS FIRST CHECK ♦ /\ o E 0 CoU Co U �- 6 0 W to W co' - do L 2 N ` o U LE c U - N O o a c al La Q � a . Zo"'3: 3 0 3 O n - Q �o c v z a7 ¢ 0 � V o d r- c i - w U 0 W Z O Q O O 0 LLI 00 ary D o- 5; al LU Of -_O N w CO ZUNZrn a 0 am LU 0 0 J M (N C) M Q OU Z OU Q J W Q m 5 O N UJ Z DOCUMENT VALID UPON ORIGINAL SIGNATURE DATE T > N m c a p ❑ m 0 0Z p Z c of m m m m O c re 0 m a c Z N Os � TTS o.�Qulmm �__L a O T 'p L m 0] _ C m mo -0- N m 'r- O C E T D. r cU->,o e T-1.2 U:aW ml=cmamE 3 �mF0000 08 H 2 > O N 0 -p C) 7i U m L UJ m m m < N U _ 0 a''C SN N U mat z m p c d2 to -mp C, K o_.p �9 .0 Q U O m a m s O m Z m Q m r rmn c w m Z O 0fy >.mT O N t p alma. -t: tv Q M'6 C d~ N E T U m J p E (j N as t Q 0 . @ @ � O N N.= ``^) vJ CIN mL tv Z a-= m E -o .J .o p 9 E c c c W oo m . r o to Co >, O "0 OJ c- 12 w V m N w c m c m 12 m -O �' O -Z m r c W mm o'a DamE O a E .m. d m 5 3 0 ^ V r E rn= na L.L I` ^ v ,0 0`o~w 3~ m L o c 1- U m O W O >` W m L1 p 6- a F m tmom O a 3 -Z NU 91 O" O 15 Q T- U oU m c r a� i m REVISIONS DATE JOB NO. 2017-23 DATE 11/20/17 SHEET NO. T-1.2 3 ?9 0 0 (11.88)T (11. 43)F (11.46) EG`\ (11.55) o (11.92)TC \TUS (11.46)FL ♦ /\ \ w CURB & p � U N U GUTTER�o 0 IL ® O ® (11.90)TC O U)® (11.47)FL 00') (11.57) V U 'o COe Z (12.21) EG c ZAC PROPERTY Cd AC PAVEMENT (11.61 Q bjw EG 0 0 o > (11.45 O ry 0 p FL � r Y co a (12GK M pZ �J r r O(11.98)TC , (11.53)FL 0 (11.64) EG � N29000"00"E 22.50" (11.83)TC \ ((112.27) (11.57)FL� EG 22.5' (12.06) /FFG (37.52 (34.17) EXISTING CHIMNEY TOF /ROOF BUILDING (29.30) (29.40) EAVEv, ` ,(11.92) (12.20),,,/ N29000"00""E 90.00' (17.69) x(11.44) FS POINT #1 FS TWA FS 7112.06 IF -S.7 5.5' TALL (12.21) (12.40) (11.54) L PROPERTY/ (1;-.06) 1A%�I IFS (. 42c), FS\ FSI a LINE (11.39) FF\ (34.13) (29.33) ROOIL EAVE \ POINT A: 10.85' (17.44),! TW OINT #2 1.04 INT 2.22 INT (29.40) B EAVE a (10.01 S .8 )FS `\(10.45) FS 10.96) S (10.03) 10.44) 5 0 (10.37) FS (�0.1 <1 f B: 10.07' 13.05)TF PERTY (13.01)TF (10.03)FS (7.40)TB (7.26) 1'TD 11.21' U) ~--~j L o00 It co c) � M I� O 14.7'T.R. (2.10) SAND `BULKHEAD .(13.16)TF (7.40)TB 03) (7.09) TD .25) (7.32) TD (7.04) C E DJECT NAME LIDO CONTEMPORARY \TUS FIRST CHECK ♦ /\ E N V J p � U N U � r a U U N L d y C o0 V U 'o c Cd Q > o 0 0 z N� E � � r Y r � M N W r r 0 co Q of Wa. Y z Q cn I�- wZOLo< 0 o "z o Lu 0 a- � - < �°�U)oo z W IX m 2 z o Z 0 CD (.)coZ0LLIU a 0 am 2 W Z 0 u 0 J C) D7 OU Z 3 0U J m Q � >� 000 o� N W Z DOCUMENT VALID UPON W - -- _ - --,v TW POINT #4 WALL 7 FS FS / `I FS <1 FS INTERPOLATION 12.07 F.S. o - o " ""�" - LINE A- INTERPOLATION BETWEEN POINTS 12.53 FS & 10.85 FS ] (12.01 (12.30)_ PROPERTY/ (13.02) I N29 00 00 E 90.00 _(12.32) (12.07) \ \(15.26) N FS LINE FS FS FS % TOTAL DISTANCE BTW N. POINTS - 34'- 2" O KFS l T �� POINT B: 12.34' TOTAL DIFFERENCE IN ELEVATION - 1.68' RISE/FALL PER LINEAL FOOT -.05' �� ��� ��'12.53 06 'POINT A: 12.53' ( ) (30.57) (31.48) (31.44) (12 75) (22.07) FS (14.85)TF 1.67) EAVE EAVE EAVE FF EAVE A B (11.85)FS INTERPOLATION ORIGINAL SIGNATURE EAVEl^ / LINE B - INTERPOLATION BETWEEN POINTS 12.53 FS & 10.85 FS m 35.21 ( ) EXISTING �� �z� 21.83 TOTAL DISTANCE BTWN. POINTS - 35' - 7" o m a o 0 x(12.31) BUILDING RIDGE EAVE (15.32)TF TOTAL DIFFERENCE IN ELEVATION -2.27' T-zm Q sce FFG RISE/FALL PER LINEAL FOOT - .064' Z m m 0° c m o (12.32)FS �_ 2. x(35.50) o �/% (14.93)TF O =¢ s om n 2 RIDGE u (36.27) /(11.93)FS 0 M c�� o 0.3 Q,E -w m oa.c RIDGE , c p'c N m N = (n OI O N - N L c~ = E c E ` Z U� W m r cc a m E �mF oao.000 C H� 2> O N N U o Q L N d ON . d Udz m oc mm-mp W O ¢ 9 Q d z ro a m s Oz m Q m r N c w m W O -o Lr T p N O N t pQ�ma._t:..d3 Q m p C d~ N U m w ma_'o Z mgt�EOO at GRADE DETERMINATION Q E L- 3/16 -1-0" ym �� o ma m7' TRUE NORTH PROJECT NORTH m m o. o.zo o s E 0 E T z po U= �a v o c U U p m -S.0 W O >`w 0 m a3 - N U ' ^ Imo- n o.'co < w 5 Q REVISIONS DATE JOB NO. 2017-23 DATE 11/20/17 SHEET NO. GD -1 20 I ry 70 0 0 > 'FFG (37.52) (11.88)TC (34.17) CHIMNEY TOP 34.13 (11.43)FL, ROOF EXISTINGROOF(29.30) (29.33) (ROOF BUILDING (29.40) ( EG (29.40) EAVE' EAVE EAVE (13. A I (10.07) 'TF .....__.(12.17) I �.6� I'Y.44 25.77 FS AC 11.88 T.C. ('11.92) ('I 2.2u) I�YZ�"UU'UU��� `J'�1,1'.U'U C ) ( 1 ( ) � - TW FS POINT #2 10.85 FS (13 Z 12.06 F.S.: - - - - - - - ; 0 92 TC FS POINT #11 5.5 TALL FS (12.21) (12.40) (11.54) PROPERTY 11.04 INT. (10.45) (2142) � co (1 .06) FS FS FS ' LTNE � FS ; F (11.46)FL W LL - - (10.96) � L m CURB & FS LL. o GUTTER � (35.70) (29.56) 1 (1': 29.60) 1- O o (11.90)TC I ( - '� _ _ (12.50) CHIMNEY TOP EAV zy)o I (1C (n o (11.47)FL EAVE FF (7 O -- c 14 AVERAGE TOP OF CURB: Q (11.57) I (10.03) S FS >_F1FG m Z (12.21) ' - - I 11.88' TC N 1) L 0 u AC PROPERTY I 0)(34.14) I �I V.JI 11.98 TC 11.93T.C.E > RIDGE 10.44' AC PAVEMENT i= EXISTING a I UL 23.86/2 = 11.93' AVERAGE CURB HEIGHT (11'EG p - - O C J BUILDING _S 00 ❑ C' (J CD 1 4 1. 5 M txtj( FL I C; a----, c� I �o _� _ - o I ��--- 0 1 O (12.03) IZ - C _ J GM --- UP 11.98)TC 1 (29.58) (10.37) ( 53)FLI EAVE rA,v/r FS I E „x.14) 1(13. G (7.4 ( EG 6.25 (11.39) POINT #3 N29°00'00"E 22.50' POINT #a T� \ WALL FS FS 'I FS 12.22 INT (1.98 3)TT.012.30) PROPERTY (13.02 N29 00 00 E 90.00 (12.32) f «� -12.07 F.S. (�) o n ' � (11.83)TC � f (12.01/ IQ) �g (15.26) � � v)l- „ (A1C.27) (11.57)FL CD LINE F.; TW co (11.65) % 06 (12.53) (30.57) (31.48) (31.44) (12.75) (22.07) FS EG (21.67) EAVE EAVE EAVE FF EAVE CA\/C (12.31) FFG ver. rm txl5 I IN (3 (35.21) BUILDING RIDGE ? (1) TRUE NORTH PROJECT NORTH (21.83) EAVE (15.32)TF (12.32)FS ? (1) TRUE NORTH PROJECT NORTH GRADE PLANE PER C.N.B. POINT #1 - 12.06 FS POINT #2 - 11.04 INT. POINT#3- 12.22 INT. POINT #4 - 12.07 FS GRADE PLANE = 47.39/4 = 11.65 AVG. SLOPE= 12.07-11.03/76.25=1.36% NOTE: MAX HT. PER CITY: 24' FLAT, 29' SLOPED. MAX HT. PER HOA: 24' MAX. (FROM AVERAGE CURB HEIGHT) CURB HEIGHT & GRADE PLANE EXHIBIT (HOA 3/16" = V-0" ARCHITECTURAL SITE PLAN 1/4" = 1'-0" NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). 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 NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. C.N.B. NOTES: 1. 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 ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. LANDSCAPE NOTES: 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. DJECT NAME LIDO CONTEMPORARY KEYNOTE LEGEND 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 (E.) GAS METER LOCATION (REF. CIVIL DWGS) 5 (E.) WATER METER LOCATION (REF. SURVEY & CIVIL DWGS) 6 GUTTER 7 CURB 8 CENTERLINE OF STREET 9 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 10 (N.) METAL GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 11 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 12 NEW DRIVEWAY APPROACH & CURB CUT- REF. CIVIL DWGS. 13 PLANTED AREA- COORDINATE WITH LANDSCAPE DESIGNER 14 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 15 (E.) PROPERTY LINE WALL- PROTECT IN PLACE 16 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 17 WATER HEATER -TANK-LESS (ON DEMAND) WALL -MOUNT +44" MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE RED D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) 18 HARDSCAPE - LIMESTONE TILE (AS SELECTED) PER. LAND. DESIGNER 19 EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 20 DRAIN LINE- IN WALUFROM ABV. (REF. CIVIL DWGS. & DETAILS) 21 OVERFLOW DRAIN - REF. DTL. 11/AD-1 22 GUTTER -ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 23 DOWNSPOUT- ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 24 STEEL PIPE COLUMN REF. STRUCT DWG'S. 25 FIRE -PIT PROVIDE GAS & POWER AS REDD. - VERIFY W/ OWNER 26 BBQ AS SELECTED. -PROVIDE GAS S.O. & POW ER AS REQ'D. BY MFGR. -VERIFY W/.OWNER 27 1 PROVIDE GAS S.O. & POWER FOR THE FUTURE GAS RADIANT HEATING APPLIANCES - VERIFY W/. OWNER 28 1 SUMP FOR WASHBAY WITH HOT & COLD WATER SUPPLY - G.C. TO VERIFY W/. OWNER NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). 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 NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. C.N.B. NOTES: 1. 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 ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. LANDSCAPE NOTES: 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. DJECT NAME LIDO CONTEMPORARY \TUS FIRST CHECK cn m a¢ � o N U � U a Y zN U � a ` N d J �=Oi H o 16 y da ° 2 N � N C U o0 U a C R U m O -a° m m a Q 3 3 Cm � Q > o c < � o z y< E � M m Y LL. O m N ad o=Ud F:c uimy $m00�oofEm 2 owamrc r I� CO N� LL 0 h W Y z 0 (n LUz0LoQ 0 � � co Z O O--I�O dQ d co 0 z UJ 0 rn0) z Q ZOcoZLULU0 0 am 2 W Z 0 0 J ('7 Q0 Qo C) cy) ci� Q OU z= OU oa J W Q m 000 o� N LLI z DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO, 2017-23 DATE 11/20/17 SHEET NO A-0.0 21 T g` L ' O m N m O Z E o 2 z m a¢ � Ss=mm 10 aQ m_mat zN (n o O) O m N a ` ,oW 2a°c° amE J �=Oi H o 16 y da ° �1 LL I-��`-2>O mnE y�-0 Lu WEU lin 2.° z �Z w ani U m O -a° m m a a 9 � m c2E z< m. Ns Ow TmW O a mmn.�r m3 J z Q U O C COoL~ N E T < 20 a �O ry N V ai Com E 2a, 8 o c c m= m U O m N ad o=Ud F:c uimy $m00�oofEm 2 owamrc `m m- m o m o o E U .509X.2:0. LVO Er.. m $via `oH- H (> o�2WorW� l_ H$ a a.� m U m Q w U �aaaay=a; REVISIONS JOB NO, 2017-23 DATE 11/20/17 SHEET NO A-0.0 21 GENERAL NOTES: 1. A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 5. ALL WORK RELATED TO WATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED BY A C-34 LICENSED PIPELINE CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR 6. SEPARATE PERMIT FOR WALLS AND FENCES SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. 7. 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 ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT CONSTRUCTION NOTES: O1 CONSTRUCT 5" MIN CONCRETE DRIVEWAY -F24" O2 CONSTRUCT 4" MIN CONCRETE HARDSCAPE STD GREY IN THE PUBLIC R/W ONLY O3 INSTALL 4" SQ GRATE DRAIN J ® INSTALL 4" ATRIUM GRATE EXTRA DEPTH FOOTING O5 INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN EXIST © CONSTRUCT 3"4 DRAIN THRU CURB PER CNB STD PLAN 184-L FOUND O7 INSTALL 18" SUMP WITH 3/4 HP PUMP AND 1.5" DISCHARGE LINE FF ®INSTALL 9" CATCH BASIN WITH FILTER PER DETAIL SHEET C2 FINISH GRADE (9)CONSTRUCTION BIO -RETENTION PLANTER PER DETAIL SHEET C2 FS 10 REMOVE EXIST CONC WALK AND DRIVWAY APPROACH AND PLACE NEW PER STD PLAN 162-L 11 REMOVE AND REPLACE ASPHALT WITH 12"W x 12"D FULL DEPTH A.C. PATHCBACK. GARAGE FINISH PAD TACK COAT ALL JOINT SURFACES PRIOR TO PLACEMENT GAS VAULT 12 INSTALL NEW SEWER CLEANOUT PER STD -406-L ON EXISTING SEWER LATERAL. FIELD VERIFY I AC 12.17 / I 22.5' 21.6' AC PAVEMENT 1 1 18" SUMP PUMP � NTS r1 9" CATCHBASIN WITH FILTER INSERT NTS SURROUNDED BY 3/4" GRAVEL n EXIST WALL 3"MULCH WATERPROOFING BIO -RETENTION PLANTER WITH UNDERDRAIN NTS FF / FFG I I I I I 5 I w z 8 3 3 Tr. U rorn L — — — — — — — — — — — — — — — EXISTING BUILDING - NOT A PART— — — — — w — — — — — ¢ — — — w — — J9 1�- - .� - I- -I - - -0 - I CURB (11.64) O w o \I 12.01) z z FS— I12.27 11.98 TC M AC (11.53)FL o 00 11.65 a v1 G 5 11.83 TC R .J — EXIST GROUND - -F24" UNIFORM MIX OF SAND CONC AND ORGANIC MATERIAL OD INFILTRATION RATE SHALL BE 2.5 IN/HR. J DRIVEWAY BIO -RETENTION PLANTER WITH UNDERDRAIN NTS FF / FFG I I I I I 5 I w z 8 3 3 Tr. U rorn L — — — — — — — — — — — — — — — EXISTING BUILDING - NOT A PART— — — — — w — — — — — ¢ — — — w — — J9 1�- - .� - I- -I - - -0 - I CURB (11.64) O w o \I 12.01) z z FS— I12.27 11.98 TC M AC (11.53)FL o 00 11.65 a v1 G 5 11.83 TC R .J ���FS C.O. CLEAN OUT CONC CONCRETE OD DOWNSPOUT I^ DRIVEWAY 4� EXTRA DEPTH FOOTING N29'00'00"E 90.00' EXIST WALL BIO -RETENTION w �+ _x.02 PROTECT � (12 32) z 22'X2' FS FS FS T' - — — — — — — — -_— w — �w — — — — — — — - w — — — — — — — -ED — — — — — z — — — — — — I 'r o�_ EXISTING BUILDING - NOT A PART 7 u -)x � I N - r O O a of of of — of II 7 3 3 B FS FF I I 10.06 IE 0 10.10 —moi TD 1 PROP DOCK (IMPROVEMENTS UNDER SEPARATE PERMIT) UTO-TORININTrivirel\ CHS CHISLED C.O. CLEAN OUT CONC CONCRETE DS DOWNSPOUT DWY DRIVEWAY ED EXTRA DEPTH FOOTING EP EDGE OF PAVEMENT EXIST EXISTING FD FOUND FL FLOWLINE FF FINISH FLOOR FG FINISH GRADE FP FINISH PAD FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD GVLT GAS VAULT HH HANDHOLE HP HIGH POINT I.P. IRON PIPE IE INVERT ELEVATION L&T LEAD AND TAG MON. MONUMENT NG NATURAL GRADE NTG NOTHING PA PLANTER AREA PB PULL BOX PL PROPERTY LINE PROP PROPOSED P.U.E. PUBLIC UTILITY EASEMENT R RADIUS R/W RIGHT OF WAY SDWK SIDEWALK SCO SEWER CLEANOUT S.F.N. SEARCHED FOUND NOTHING SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING T.F. TOP OF FENCE TG TOP OF GRATE TOC TOP OF CONCRETE TS TOP OF SEAL TW TOP OF WALL WM WATER METER WV WATER VALVE INI 22 EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL JIM COLLINS AT 949-613-5260 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAYBE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONTER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMEBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WIHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRSENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE SDISCHARGE OF NON -STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUC- TION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASED INTO THE DRAINAGE SYSTEM. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE SISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDELED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYESS THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE -CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON-SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON-SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON-SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC -1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRACE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE -1 SILT FENCE SE -3 SEDIMENT TRAP SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON-SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CAB MPHAN DBOOKS.COM EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE -8. EC CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9. EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. EC4 EXISTING WALL TO REAMAIN. PROTECT IN PLACE. 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(ST.) I� - -, / / °'<Cn"Sr.- - 4 v O co 1 1 Ii o / suMP 2 -CAR GARAGE © N Q 6 t0 0" I -r 2 " v 4s ►- SLOPE PER CIVIL _ �- o 32 0 F.Y.S.B. (DEWATERING) 62 �0 37 3 36-03/4" / 1'-65/8" 4'-0" 2'-55/8 2'-1116" '-1' 26'-57/8" N o i u NOTE: INSIDE FACE OF ALL GARAGE WALL TO BE GLASS -MAT 7 11 - FOYER PANELS MOLD TOUGH® -THE 5/8 FIRECODEO X (UL CLASSIFIED � AD -1. I '�. FOR FIRE RESISTANCE &CAN BE USED IN ANY UL DESIGNS WHERE '. N o J t - I I I � TY SGX PANELS ARE LISTED) b J 35Nc 12.50' T.O.S. T - �� 3R o' -s" LIVING ROOM @ ------ �' 11 I Ih a l - 11.2 ' T.O.S. DN I 1 R 0'-7 . CLR. 7 Up 33 .I 8 p1 � m m _ B 34 19 18 24 39 I 1 A-5.0 I 27 25 q 3 0 WINE 0 Q o O o MI 11" T- I `m 2 7307 n h 7YP.� O 00 Q N I 3 I ' ______________________ _ io J 27 C m 27 8 U 16'-25/6" 13'•0" o ui 5'-10118" 2'-51/4" 2'-0" 25 23'-10" _ - L -J- 28 31 6'- 0" - _ - 6 5" - - - - - `-� ? M 35'-03/4" � 4'-5114" 36'-3" 3 2 4 2(1) n FIRST FLOOR PLAN A-5.1 A-5.1 A-6.0 A-5.0 �� 1/4° = 1'-0° TRUE NORTH PROJECT NORTH 3 2 4 2 A-5.1 A-5.1 A-5.0 A-5.0 17,_7„ 1 62r -4,r 10,_1" I/L T 6' - - 5' -11" - - 11' - 11 1/8" - - -- 6' -1 1/4" -- -- - - - 28' - 9 3/4" - - - - - - - - - 15' 6" - - - - - - - - m - 2 3/4" - ' 35/8" T-4318" 2'-3118" 2'-4314" 1'-71/2 2'-1" 6'-8718" 8'-5" } 13'-77/8" 1'-71/2" -81/2" 3'-55/8" 3/4"0 N n AD -1 O O7 27 O 3 - 9 - - m [-2-71-251 - - 10 - M - 3` E 11- M N M 2 25 SEAT 27 35 -8'-21/2" 3'-81/4" O w 3' - 1 1 /2' CLR. I m 1 1 /30 MIN. o X BEDROOM 13'-83/4" t�T-71/4" 2'-9518" 8'-818" 15'-6" I A5.1 0 z 14 - IC CLR, / �i w 10' 0" #3/OFFICE _ AD -1 $ % - 36 MASTER W.I.C. MASTER BATH 15 MASTER SUITE o F.Y.S.B (WA ERFRONT) r Or -0„ 0 e BALCONY FUTURE ELEV. 14 34 o 1z B TH #3 4'_ 6 V8 I W/C" w c 5'-11" 9'-9314" 2'-1318" 6'-11/4° - 23 v M Im M °, 15 15 • 1 42 30,r 1pIN° 1 w 3:12 s„ 01/ w O TUB 21 a 3' 2„ li M -v CLR �__-__---_ m CLR- 1 w ` -`- , CLR. \ ` "\ 41 N iV I I � 22 21 MECH. CHASE 2 w I 3 A-5.0 4' 0" O . 22.33' T.O.S. h 19 39 24 I Q X F.Y.S.B. (ST.) 20 Q R 934" 12'-13/8" � 14'-07/8" 5'-6118" 11'-51/8" 5'-53/4" 2'-51/8" 10'-1071°�i 7 3'-11" Lu Nas 16 @ 0'- 7 3/8" - 44 Q 17 ON. 7 N BEDROOM #2 SEAT Q 11 _ 16 a ' - 6" II II II II II 36 CLR UN Y 26 3' o" gXT "PT4]RS G M15 so"MIN s 25 qR. 2Q �`y,� ll 14R�@0'-7vr' OFFICE � TH #2 1s M 33 = �__ _� 26 W m 18 CLR. - -- k===� • m 18 --- M 33 25 -- _� N o �A - - 36 27 17 16 15 - N A-5.0 2 2'-51/8" 6'-51/4" 0 2'-95/8" - T M 17" 43 P.I Q I A-5.0 CLR. v o o -> -0., " " uY,a 1 3-0 O 3-1 CLQ CR. CLR. -- - - - -- 7 M 14 3 12 27 25 � BELOW K BELOW J BELOW 28 _27 - 33 3'-27/8" T-8114" '-05/8" 4'-87/8" 1'-97/8" 2'-11" 5'-05/8" 5'-01/8" 2'-6" 2'-612" 2'-7" 4'-13/4" rmn, 8'-11" 4'-61/2" 51/2" 6'-3" m M M 12'-115/8" 9'-53/4" 10'-0314" 1/2" 1'-51/4" V-51/4" 15'-67/8" 3/4" / N F-11" 11'-3" (V 1 3 2 4 2 A-5.1 A-5.1 A-6.0 A-5.0 SECOND FLOOR PLAN ? L4 1/4 - -'r-O' J56-71/4" TRUE NORTH PROJECT NORTH 24'-33/4" 17' 6" -- -- -- - .., -27/8" -- -- - 8'-91/2" -- - 15'-1" 7'-6112" -- -- 16'-3112" -- - -- - -13/4" 29 N 30 � 29 ----- 29 - - - - _ 1 r----` 25 � 4 AM. 1 47 M 4 - i - i � 25 ry� I�V,O 1 A-5.1 I I � 16 18 19 �( 2s / 'Z w a 777 26 25 51 21 o FUTURE SPA I� 18 �2, �J -� M I\co I; AD -1 °2ii y 50 w X --- 1 �1 �_ o W �� 13 I � 22 • 3:12D-1 � I _ 3 �I M D 1 0 I 4'-0" 77 VIEW DECK 3 A-5.0 F.Y.S.B. (ST.) 24'-33/4" U o'-1" �,A-5.0 0 5'-1314" 19'-2" 'w v a � 3:12_ 47 14R@0'-71/2" 21 O _11 I I I � 47 �� 11"I P, of 11 N 13 10 - 0" ILL / ON. 1 v AD -1 I F.Y.S.B. (WATERFRONT) 26 i 20 3:12 5 i 23 47 46 �} /o 33 3:12 I o F 1 I; 47 17 16 �� 15 17N�lm� la25 r NAD 1 0. A21 A5Q26 o -------- UCLR. - -I I I o I I I I 14'-103/4" 10'-211+" 11'-4518 4'-13/4" -ii" -0"' T-1" V -55'-71/4" - - --- - -- 2T-33/4" -- T_i" ? (1) VIEW DECK PLAN 3 2 a 2 �1 /4" = 1'-0= 1'-0" A-5.1 A-5.1 A-5.0 A-5.0 TRUE NORTH PROJECT NORTH KEYNOTELEGEND 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK PROJECT NAME A/C. CONDENSER UNIT- SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET-PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NBMC UNDER SEPARATE PERMIT) MECHANICAL VENTILATION NOTE: WATER HEATER - TANK -LESS (ON DEMAND) WALL-MOUNT+44" MIN.,'TAKAGI' OR EQUIV. -VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N G CONN.) 6 RANGE VERIFY APPLIANCE W/. OWNER PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFGR) LIDO CONTEMPORARY 1. PROVIDE WHOLE BUILDING MECHANICAL STATUS CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION FIRST CHECK 4, WITH EXCEPTION THAT NATURAL VENTILATION KITCHEN SINK -AS SELECTED 11 THROUGH DOORS AND WINDOWS IS NOT AN 12 REFRIGERATOR - UNDER -CABINET WINE CHILLER, SUB -ZERO AS SELECTED ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING MICROWAVE &OVEN -AS SELECTED 14 (BEES 152(a), EXCEPTION 5 TO SECTION U)VENTILATION TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 152(a)). FOR CONTINUOUS WHOLE -BUILDING SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W!. OWNER) 17 VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 18 COUNTERTOP - AS SELECTED CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA BASE CABINET - BUILT-IN, FINISH AS SEL. v PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT w - 61 PER BEDROOM+1). VENTILATION TO BE PROVIDED BY ROOF FASCIA -EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) N EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND 24 L � SUPPLYAIR. OVERFLOW DRAIN - REF. DTL. 11/AD-1 26 DECK DRAIN -SLOPE 2% MIN. - REF. DTL. 11/AD-1 27 v m 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 29 VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF 30 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED WHOLE BUILDING VENTILATION REQUIREMENT). M 32 CALCULATIONS: Q a CONDITIONED FLOOR AREA: 2,367 S.F. TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) ; (0.03)2,367 S.F.+ [7.5 CFM x OCC. (BED. +1)1 = 36 °; 3 71.01 CFM + (7.5 x 4) = 101.01 CFM REQ'D. 3 TALL CABINET- BUILT-IN, FINISH AS SEL. O EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CBC 2111.13.1) SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. 40 Q > o v BATHTUB & SHOWER- PROVIDE TILE W!. CEMENT BACKING MIN. 72" HIGH (R3072) 42 0 0 43 z N� KEYNOTELEGEND 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 A/C. CONDENSER UNIT- SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET-PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NBMC UNDER SEPARATE PERMIT) 5 WATER HEATER - TANK -LESS (ON DEMAND) WALL-MOUNT+44" MIN.,'TAKAGI' OR EQUIV. -VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N G CONN.) 6 RANGE VERIFY APPLIANCE W/. OWNER PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFGR) 7 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 8 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 9 WASHER -PROVIDE HOOK-UPS & POWER 10 KITCHEN SINK -AS SELECTED 11 DISHWASHER -AS SELECTED 12 REFRIGERATOR - UNDER -CABINET WINE CHILLER, SUB -ZERO AS SELECTED 13 MICROWAVE &OVEN -AS SELECTED 14 REFRIGERATOR- VERIFY APPLIANCE Wt. OWNER 15 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 16 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W!. OWNER) 17 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 18 COUNTERTOP - AS SELECTED 19 BASE CABINET - BUILT-IN, FINISH AS SEL. 20 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 21 EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 22 ROOF FASCIA -EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 23 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 24 FIREPLACE - PREFABRICATED, GAS ONLY,'DAVINCI' CUSTOM FIREPLACE (ANSI Z21.50B), FULL BAY CONFIGURATIONS [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MFGR. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 25 OVERFLOW DRAIN - REF. DTL. 11/AD-1 26 DECK DRAIN -SLOPE 2% MIN. - REF. DTL. 11/AD-1 27 DRAIN LINE - IN WALUFROM ABV. (REF. CIVIL DWGS. & DETAILS) 28 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 29 DOWNSPOUT- ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 30 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 31 STEEL PIPE COLUMN, REF. STRUCT. DWG's. 32 FURNISHINGS - AS SELECTED 33 _ HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" U.N.O.) - MATERIAL AS SELECTED, REF. DTLS. 2, 4/AD-1 34 TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 35 STEEL COLUMN - SIZE PER STRUCT. - PAINT & SEAL AS REQ'D. 36 SHOWER- HOT -MOP PAN'p ID TILE W/. CEMENT BACKING MIN. 72' HIGH; NET AREA 7.1 S.F. MIN.; 30" DIA. CIRCLE MIN., REF. DTL. 19/AD-1 37 38 TALL CABINET- BUILT-IN, FINISH AS SEL. 39 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CBC 2111.13.1) SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. 40 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (CBC 406.1 A) 41 BATHTUB & SHOWER- PROVIDE TILE W!. CEMENT BACKING MIN. 72" HIGH (R3072) 42 SHELF AND POLE - BUILT IN, FINISH AS SEL. 43 UPPER CABINET- BUILT-IN, FINISH AS SEL. 44 WOOD PANEL PARTITION TO MATCH THE ADJACENT POCKETING DOOR 45 CHIMNEY CAPISPARK ARRESTOR -AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 46 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 47 CRICKET - SLOPE 2% MIN. 48 CURTAIN WALL - GLASS & ALUM. AS SHOWN - REF. PLAN & ELEVS., PROVIDE SHOP DWGS. TO ARCH. FOR APPROVAL, TEMP. AS REQ'D. 49 SUMP FOR WASHBAY WITH HOT & COLD WATER SUPPLY- G.C. TO VERIFY W/. OWNER 50 FIRE -PIT PROVIDE GAS & POWER AS REQ'D. - VERIFY W/. OWNER 51 PROVIDE GAS S.O. & POWER FOR THE FUTURE GAS RADIANT HEATING APPLIANCES - VERIFY W/. OWNER 52 FLOOR TO BE FRAMED AT FIRST FLOOR WHERE POTENTIAL FUTURE ELEVATOR WILL BE LOCATED - PROVIDE POWER AS REQ'D. FOR TYPICAL HYDRAULIC RESIDENTIAL ELEVATOR W!. APPX. CART SIZE OF 60"X54" - REF. STRUCT DWGS., THE REQ'D. POTENTIAL FUTURE OPENING AT THE SECOND FLOOR AS WELL AS FIRST FLOOR FRAMING WHERE ELEVATOR WILL BE LOCATED, BEEN INCORPORATED INTO THE STRUCTURAL DWGS. & CALCS J 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 NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. DOCUMENT VALID UPON STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 - � 'Mo" o c 9 0❑ m D EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 � E ° d ma �ZBNmdo O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 TTL Ha Ts rmcr-m 20 c V) C D O N N ® NEW WALL -2x6 STUDS @ 16" O.C. U;.me�amE ui°r3~a ooVoo N > O N N, U owaow m -2: m ® NEW WALL - 2 x 4 STUDS @ 16" O.C. t " � o o � a w a =a Z'CTrwxam U m R o c m m a ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. z a"Z = ` a d a l6 Ul C y d 09w TOm O t° r z m m n TH m m 3 Z m`r E N E>: 0 CONCRETE RETAINING WALL - REF. STRUCTURAL a o d t r p m N U- C l0 m CONCRETE MASONRY WALL - 6" CMU U.N.O. Z 0 ° ' E 9 922 p r > N Q m 80NJC9t m N DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED 0 =5 - � N 0. dm-m STUD @16"O.C. .21M_>._ 3 mc'oZ E2 x O O WINDOW REFERENCE SCHEDULE 0�__ O U m O O W O TW m O m a $ = m n= w t c m n� m 2 N LL �amaa°,�a� DOOR - REFERENCE SCHEDULE REVISIONS F -1 NO. REVISION DATE L L CABINET - BUILT IN CASEWORK 0 COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS 2017-23 DATE 101 DOOR TAG - REFERENCE SHEET A-7.0 SHEET NO. 11/20/17 1i WINDOW TAG - REFERENCE SHEET A-7.0 0 KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. 1i CURTAIN WALL TAG - REFERENCE SHEET A-7.0 A ZO A PLAN LEGEND 215 0 C�o Q M Y LUam. E E � CID (� H o Oof Im- WZOLo< � r Y M W J 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 NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. DOCUMENT VALID UPON STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 - � 'Mo" o c 9 0❑ m D EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 � E ° d ma �ZBNmdo O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 TTL Ha Ts rmcr-m 20 c V) C D O N N ® NEW WALL -2x6 STUDS @ 16" O.C. U;.me�amE ui°r3~a ooVoo N > O N N, U owaow m -2: m ® NEW WALL - 2 x 4 STUDS @ 16" O.C. t " � o o � a w a =a Z'CTrwxam U m R o c m m a ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. z a"Z = ` a d a l6 Ul C y d 09w TOm O t° r z m m n TH m m 3 Z m`r E N E>: 0 CONCRETE RETAINING WALL - REF. STRUCTURAL a o d t r p m N U- C l0 m CONCRETE MASONRY WALL - 6" CMU U.N.O. Z 0 ° ' E 9 922 p r > N Q m 80NJC9t m N DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED 0 =5 - � N 0. dm-m STUD @16"O.C. .21M_>._ 3 mc'oZ E2 x O O WINDOW REFERENCE SCHEDULE 0�__ O U m O O W O TW m O m a $ = m n= w t c m n� m 2 N LL �amaa°,�a� DOOR - REFERENCE SCHEDULE REVISIONS F -1 NO. REVISION DATE L L CABINET - BUILT IN CASEWORK 0 COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS 2017-23 DATE 101 DOOR TAG - REFERENCE SHEET A-7.0 SHEET NO. 11/20/17 1i WINDOW TAG - REFERENCE SHEET A-7.0 0 KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. 1i CURTAIN WALL TAG - REFERENCE SHEET A-7.0 A ZO A PLAN LEGEND 215 0 C�o Q M Y LUam. CID (� H o Oof Im- WZOLo< � O 0 M Z Oa J~ O Q �D_�U)OQ LU Zz H ZZOe)LUo Uc)w a M (.0 co N a OU L 2 W oQ J LU m Z >� O 000 0 N W O Z J 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 NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. DOCUMENT VALID UPON STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 - � 'Mo" o c 9 0❑ m D EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 � E ° d ma �ZBNmdo O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 TTL Ha Ts rmcr-m 20 c V) C D O N N ® NEW WALL -2x6 STUDS @ 16" O.C. U;.me�amE ui°r3~a ooVoo N > O N N, U owaow m -2: m ® NEW WALL - 2 x 4 STUDS @ 16" O.C. t " � o o � a w a =a Z'CTrwxam U m R o c m m a ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. z a"Z = ` a d a l6 Ul C y d 09w TOm O t° r z m m n TH m m 3 Z m`r E N E>: 0 CONCRETE RETAINING WALL - REF. STRUCTURAL a o d t r p m N U- C l0 m CONCRETE MASONRY WALL - 6" CMU U.N.O. Z 0 ° ' E 9 922 p r > N Q m 80NJC9t m N DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED 0 =5 - � N 0. dm-m STUD @16"O.C. .21M_>._ 3 mc'oZ E2 x O O WINDOW REFERENCE SCHEDULE 0�__ O U m O O W O TW m O m a $ = m n= w t c m n� m 2 N LL �amaa°,�a� DOOR - REFERENCE SCHEDULE REVISIONS F -1 NO. REVISION DATE L L CABINET - BUILT IN CASEWORK 0 COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS 2017-23 DATE 101 DOOR TAG - REFERENCE SHEET A-7.0 SHEET NO. 11/20/17 1i WINDOW TAG - REFERENCE SHEET A-7.0 0 KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. 1i CURTAIN WALL TAG - REFERENCE SHEET A-7.0 A ZO A PLAN LEGEND 215 3 2 4 2 A-5.1 111 A-5.1 A-5.` 110 A-5.0 1T-6" 62'-5" 14'-2718" 8'-91/2" 15'-1" 24'-33/4" T-0" 7'-1" o q - :- - - -« LL 13 - -- -- 4- 3 - - - - - 4 -- -- - 35.85' T.W. -- -- - 35.85' T.W. - - o a 33.17' T.W. 33.17' T.W. 7 HT. CERT. REQ'D M I iv A-3.0 A-3.0 A-3.0 HT. CERT. REQ'D. � o 11'-9 v2" 5'-9112" c°\N ROOF PLATE (TYP.) NN 15 _ _ROOF PLATE (TYP.) A F.O.F. � 14 14 w 5 6 2 % g I\ p 1 I i"i 14 - - - - - - ry\ m 5.1 � l 14 / I rn z I I A 3.0 M cli 5 6 �� w 11 m co 5 6 wo I 5 I I 10 34.39' \ 2e �2' I m 1 4 JIio °�� VIEW DECK ° LLJ (REF. VEIW DECK Lu \w I 3:12 18 PLAN 3/A-2.0) LL v o r 35.11' r I AD -1 _ I 3:12 FAU FAU rnCN O r �3 I I OJ N O (BELOW) (BELOW) T r N I A-5.0 LL w N 7 m O I4'-0' O L- - J - - 35.85' T.R. I v z 10 F.O.F. U I Ia. HT. CERT. REQ'D. 12 O 14 3:12 14 -3 _ _ 35.85' T.W. _ HT. CERT. REQ'D. 4'-2^ 2% a AD -1 ���. 1 o VIEW DECK I / 15 ROOF PLATE TYP. ° 1 STAIRS - N \ 14 (TYP-) ti ? PLATE (TYPJ w DN i(REF. VEIW DECK �� I 3 I I ' 15 3 3 1 3 13 PLAN 3/A-2.0)- -- 8 9 32.77 15 I \� m a -ilkL 2 /° 3:12 o 1 N u I w -- -- I 14 -�- 14 14 co w 18 3 ------ i 3:12 � 2/o I �^ o A-5.0 I ----- / I; If I 5 0 33.1TT.W. 15 0 33.1TT.W. 6 17 0 16 r 15 6 14 " \ N I I A 3.0 N N ROOF PLATE (TYP.) w 5 LL 32.22' T.W. A-3.0 0 4 LL 4 LL 3 11 4 SECOND FLOOR T.O.S. (TYP.) + 3' - 6" 15 13 « oLL - A_3-0 - - - - A-3.0 - - i' -T' -3'-11314" -3'-113/4^ 1'-10 t/4=2'-1 v8^ 2'=05/8� - a'-tt^ - - - - N 10 - 32.22'T.W. - - N 9'-97/8" 9'-33/4" 10'-21/4" 24'-53/8" 11'-3" 3'-0" 7'-1" 14'-103/4" 1 1 65'-01/4^ 10'-1" 3 2 4 2 A-5.1 A-5.1 A-5.0 A-5.0 ROOFING PER PLAN & MAT. 2 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM SCHED. - REF. A/A-4.0 & A-3.0 ROOFING PER PLAN & MAT. N S`E peR SKYLIGHT - SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) BUILT-UP CRICKET W/. MIN. 2% SLOPE LINE OF STRUCTURE BELOW 5 SCHED. - REF. A/A-0.0 & A-3.0 Ra r/MERG ROOF PLAN SHEET A-3.0 AIN. SPEC E 8 a ROOF SHT'G PER STRUCT. MFGR. RECOMMENDATION - 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) 9 BUILT-UP CRICKET W/. MIN. 2% SLOPE - U SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF z (CBC 2113.9) 10 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -TINTED OBSIDIAN/ BLACK) -ARCH REF. ROOF PLAN SHEET A-3.0 c=ii 11 ROOF FASCIA- EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 12 � 5 DRIP EDGE 13 DOWNSPOUT - ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 14 CRICKET - SLOPE 2% MIN. 15 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. ACM ALUM. CAP � r M f 2% MIN. U FLASH & COUNTER FLASH AS REQ'D. �- 2% MI PLYWD. SHTG. PER STRUCT- TRUCT. a U w Z ROOF ROOFPLATE z z (7 e z w Scope CUT IN FIELD 6" MIN z _ 3 R P�� 2x WALL STUD PER STRUCT. 2%MI --�P LL SLOPE m- -- - ¢ FLASHING - PER ROOF MFGR. I -AN _ RECOMMENDATION i� z --- __ FLASH & COUNTER FLASH AS REQ'D. 9" - '' N /AP WL LAp a ACM ALUM. PANELED FASCIA- ARCH TO APPV. SEAM LAYOUT, ANCHOR PER ROOpmpRG SPEC w o_ - MFGR. - - - - - - - - - > 3" X 3" SQUARE GUTTER AS SELECTED - MIN. SLOPE 1/16" TO 12" ROOF PLATE PER PLAN - VERIFY RAFTER CUT IN FIELD INT. FINISH PER PLAN PLYWD. SHTG. PER STRUCT. INT. FINISH PER PLAN 2x CEILING JOIST PER 2x CEILING JOIST PER STRUCT. INSULATION PER T-24 STRUCT. 2x ROOF RAFTER PER L 2x ROOF RAFTER PER STRUCT. STRUCT. - WALL STUD PER STRUCT.. L2xINT.FINISH PER PLAN NOTE: ARCH TO APPV. ACM ALUM. PANEL THE REVEAL ROOFING PER PLAN & MAT. SCHED. - REF. AIA -4.0 & A-3.0 ROOF SHT'G PER STRUCT. BUILT-UP CRICKET W/. MIN. 2% SLOPE ORTHOGONAL TO THE SECTION - REF. ROOF PLAN SHEET A-3.0 CONCRETE/EQUITONE CAP CAULK & SEAL AS REQ'D. O Z z m LL a U FLASHING - PER ROOF MFGR. RECOMMENDATION FLASH & COUNTER FLASH AS REQ'D. EQUITONE PANEL FINISH - REF. 8/AD-1 PLYWD. SHTG. PER STRUCT. ROOF PLATES PER PLAN - VERIFY RAFTER CUT IN FIELD INSULATION PER T-24 2x WALL STUD PER STRUCT. - INT. FINISH PER PLAN 6 PARAPET @ ACM ALUM. FINISH 5 PARAPET @ EQUITONE PANEL 1 1/2" = 1'-0" 1 1/2" = 1'-0" z_ S z w � 3 ROOFING PER PLAN & MAT. 2 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM SCHED. - REF. A/A-4.0 & A-3.0 DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.0 45 NBMC UNDER SEPARATE N S`E peR SKYLIGHT - SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) BUILT-UP CRICKET W/. MIN. 2% SLOPE LINE OF STRUCTURE BELOW 5 5 Ra r/MERG ROOF PLAN SHEET A-3.0 AIN. SPEC E 8 a 2x CEILING JOIST PER STRUCT. 2x ROOF RAFTER PER STRUCT. ROOF PLAN TRUE NORTH PROJECT NORTH 4 PARAPET @ STUCCO 1 1/2" = 1'-0" "NOTE: FOR 1 HR. RATING PROVIDE 1 LAYER TYPE'X' DRYWALL AT EAVE (EAVES W/IN. & OF PROP. LINE) KEYNOTELEGEND ROOFING PER PLAN & MAT. 2 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM SCHED. - REF. A/A-4.0 & A-3.0 DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.0 45 NBMC UNDER SEPARATE ROOF SHTG PER STRUCT. 3 SKYLIGHT - SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) BUILT-UP CRICKET W/. MIN. 2% SLOPE LINE OF STRUCTURE BELOW 5 ORTHOGONAL TO THE SECTION - REF. 6 ROOF PLAN SHEET A-3.0 AIN. MEMBRANE FLASHING - PER ROOF 8 CHIMNEY CAP/SPARK ARRESTOR -AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE LL MFGR. RECOMMENDATION - 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) 9 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 101, BUT U SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF z (CBC 2113.9) 10 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -TINTED OBSIDIAN/ BLACK) -ARCH z c=ii 11 ROOF FASCIA- EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 12 � 5 HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 13 DOWNSPOUT - ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 14 CRICKET - SLOPE 2% MIN. 15 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. � r M W U FLASH & COUNTER FLASH AS REQ'D. STUCCO FINISH - REF. 5/AD-1 PLYWD. SHTG. PER STRUCT- TRUCT. ROOF ROOFPLATE PER PLAN - VERIFY RAFTER CUT IN FIELD - INSULATION PER T-24 - 2x WALL STUD PER STRUCT. 4 PARAPET @ STUCCO 1 1/2" = 1'-0" "NOTE: FOR 1 HR. RATING PROVIDE 1 LAYER TYPE'X' DRYWALL AT EAVE (EAVES W/IN. & OF PROP. LINE) KEYNOTELEGEND 1 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 2 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET- PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.0 45 NBMC UNDER SEPARATE PERMIT) 3 SKYLIGHT - SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) 4 LINE OF STRUCTURE BELOW 5 DECK DRAIN - SLOPE 2% MIN. - REF. DTL. 11/AD-1 6 _ OVERFLOW DRAIN - REF. DTL. 11/AD-1 7 FOOTPRINT OF EXISTING STRUCTURE, TO BE REMOVED 8 CHIMNEY CAP/SPARK ARRESTOR -AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE LL INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS 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) 9 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 101, BUT U SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF rr (CBC 2113.9) 10 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -TINTED OBSIDIAN/ BLACK) -ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 11 ROOF FASCIA- EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 12 EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" Q HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 13 DOWNSPOUT - ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 14 CRICKET - SLOPE 2% MIN. 15 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PROJECT NAME 1 Q M LIDO CONTEMPORARY STATUS z FIRST CHECK O LL_J N U U � N ¢� w U � W° m,mI=$0 LL N L - � U ml A = N C U o0 U -o rr c - m c7 3 3 � Q a" > o v 0 0 z N� Q E � r M W �OC.0 �>0Q o z-onzwo 3 5.0 co O N N 0 cy) a OU NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. z 1 U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA 5.0 ui Q FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC J W VENTILATION CALCS. Q m Z ROOF PLAN LEGEND Q C O o 0 N ROOF VENTILATION NOTES: (CRC R806) LLJ 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED O z DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS Q HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED W/. CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE DOCUMENT VALID UPON RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG. AND AT THE LOCATION OF THE VENT. 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ORIGINAL SIGNATURE ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERIRAFTERS AND THE STRUCTURAL ROOF SHTG. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BEo Tz PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS r H H O m COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPORcoo c ° z¢ F RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY c O c m d P OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY. 3. WHERE WOOD SHINGLES 12 m m o .S 0. & OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE m a Q 2 y E ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHTG. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, t >' c £ m 9 c = d ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III ¢ g 4m � m " 2 VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION in m (6 o .°' = d (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 52 OR 5.3 SHALL BE MET, DEPENDING ON THE s c U T o c o - AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO U ,o w = = a a ME INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER u5.^_g_ = o o N d v ° ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL w z 0 m n m m > d BE CONSIDERED TO EXIST IF SHTG., ROOFING PAPER OR ANY CONT. LAYER WHICH HAS A PERM RATE OF F- o Q ,- 0 `m n m - NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR -IMPERMEABLE INSULATION ONLY. = a z o c m m v INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF a `moa a SHTG. 5.2. AIR -PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR -PERMEABLE INSULATION Z m 2 m m m INSTALLED DIRECTLY BELOW THE STRUCTURAL SHTG, RIDGE BOARD OR SHEET INSULATION W/. AN R- O'o < >. m m o m s VALUE OR R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR Z .m °' 3 CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE AIR- a u o ¢ E• IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE " `o m STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE m m m m a v INSTALLED DIRECTLY UNDER TH AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION a o -Oo c m t �Ej BOARD IS USED AS THE AIROIMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER o. ° m E -a ? a OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. zQ m t o / ¢ 9 « U m TL T m m 0d 3 EAVE DETAIL (TYP.) 1 1/2" = 1'-0" ROOFING PER PLAN & MAT. SCHED. - REF. A/A-4.0 & A-3.0 ROOF SHTG PER STRUCT. CRICKET METAL GUTTER AS SEL. METAL DRIP EDGE (TYP.) ACM ALUM. PANELED FASCIA - ARCH TO APPV. SEAM LAYOUT, ANCHOR PER MFGR. 1 X12 SAWN LUMBER TIMBER BEAM PER STRUCT. 2x CEILING JOIST PER STRUCT. 1 X 4 SAWN LUMBER ROOFPLATE PER PLAN - VERIFY RAFTER CUT IN FIELD (& SEAL SOFFIT O/. TYVEK (OR EQUIV.) (ARCH. TO APPV.) JATERPROOF TYPE (WALL (1) LAYER UOR WALL PER PLANS & MAT. D. IOR FINISH AS OCCUR MINIMUM (2) COPPER NAILS OF SUFFICIENT LENGTH TO PENETRATE THE ROOF DECKING AT LEAST 3/4" OR THROUGH THE DECKING THICKNESS, WHICHEVER IS LESS MIN. HEADLAP: 4:12 < SLOPE 18 12 = 4" 8:12 < SLOPE SLOPE HFAO�Ap INSULATION (PER PLANS) 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) 2 SLATE ROOFING 1 1/2" = 1'-0" GENERAL NOTES: REF. CBC 1507.7 1. SLATE TILES SHALL PROJECT 2"AT THE EAVES AND 1" AT GABLE ENDS. 2. SLATE TILES AT THE EAVES OR CORNICE LINE SHALL BE DOUBLED FOR UNDER -EAVES AT FIRST EXPOSED COURSE, UNDER-EAVE SLATE SHALL BE APPX, Y LONGER THAN EXPOSURE OF FIRST COURSE. 3. NAILS IN SLATES OVERLAPPING SHEET METALWORK SHALL NOT PUNCTURE THE SHEET METAL. EXPOSED NAILS ARE PERMISSIBLE ONLY IN TOP COURSES WHERE UNAVOIDABLE. EXPOSED NAIL HEADS SHALL BE COVERED WITH ELASTIC CEMENT, 4. HIP SLATES AND RIDGE SLATES SHALL BE LAID IN ELASTIC CEMENT, SPREAD THICKLY OVER UNEXPOSED SURFACE OF UNDER COURSES OF SLATE, NAILED SECURELY IN PLACE AND POINTED WITH ELASTIC CEMENT. 5. FLASHING & COUNTERFLASHING. SHALL BE SHT. MR. MIN. UNCOATED 0.0179" THK. ZINC COATED G90. VALLEY FLSH'G, MIN. IF WIDE 6. SLATE SHINGLES SHALL COMPLY WITH ASTM C406 /1 LL 1 Q M O x m P°° E LU L Y z O CO I- wQ Z0La O LL_J Z O LU OfJOQ Z w D- �D-OQ w w L Z �OC.0 �>0Q o z-onzwo 3 5.0 co O N N 0 cy) a OU NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. z 1 U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA 5.0 ui Q FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC J W VENTILATION CALCS. Q m Z ROOF PLAN LEGEND Q C O o 0 N ROOF VENTILATION NOTES: (CRC R806) LLJ 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED O z DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS Q HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED W/. CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE DOCUMENT VALID UPON RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG. AND AT THE LOCATION OF THE VENT. 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ORIGINAL SIGNATURE ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERIRAFTERS AND THE STRUCTURAL ROOF SHTG. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BEo Tz PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS r H H O m COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPORcoo c ° z¢ F RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY c O c m d P OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY. 3. WHERE WOOD SHINGLES 12 m m o .S 0. & OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE m a Q 2 y E ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHTG. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, t >' c £ m 9 c = d ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III ¢ g 4m � m " 2 VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION in m (6 o .°' = d (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 52 OR 5.3 SHALL BE MET, DEPENDING ON THE s c U T o c o - AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO U ,o w = = a a ME INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER u5.^_g_ = o o N d v ° ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL w z 0 m n m m > d BE CONSIDERED TO EXIST IF SHTG., ROOFING PAPER OR ANY CONT. LAYER WHICH HAS A PERM RATE OF F- o Q ,- 0 `m n m - NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR -IMPERMEABLE INSULATION ONLY. = a z o c m m v INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF a `moa a SHTG. 5.2. AIR -PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR -PERMEABLE INSULATION Z m 2 m m m INSTALLED DIRECTLY BELOW THE STRUCTURAL SHTG, RIDGE BOARD OR SHEET INSULATION W/. AN R- O'o < >. m m o m s VALUE OR R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR Z .m °' 3 CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE AIR- a u o ¢ E• IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE " `o m STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE m m m m a v INSTALLED DIRECTLY UNDER TH AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION a o -Oo c m t �Ej BOARD IS USED AS THE AIROIMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER o. ° m E -a ? a OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. zQ m t o / ¢ 9 « U m TL T m m 0d 3 EAVE DETAIL (TYP.) 1 1/2" = 1'-0" ROOFING PER PLAN & MAT. SCHED. - REF. A/A-4.0 & A-3.0 ROOF SHTG PER STRUCT. CRICKET METAL GUTTER AS SEL. METAL DRIP EDGE (TYP.) ACM ALUM. PANELED FASCIA - ARCH TO APPV. SEAM LAYOUT, ANCHOR PER MFGR. 1 X12 SAWN LUMBER TIMBER BEAM PER STRUCT. 2x CEILING JOIST PER STRUCT. 1 X 4 SAWN LUMBER ROOFPLATE PER PLAN - VERIFY RAFTER CUT IN FIELD (& SEAL SOFFIT O/. TYVEK (OR EQUIV.) (ARCH. TO APPV.) JATERPROOF TYPE (WALL (1) LAYER UOR WALL PER PLANS & MAT. D. IOR FINISH AS OCCUR MINIMUM (2) COPPER NAILS OF SUFFICIENT LENGTH TO PENETRATE THE ROOF DECKING AT LEAST 3/4" OR THROUGH THE DECKING THICKNESS, WHICHEVER IS LESS MIN. HEADLAP: 4:12 < SLOPE 18 12 = 4" 8:12 < SLOPE SLOPE HFAO�Ap INSULATION (PER PLANS) 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) 2 SLATE ROOFING 1 1/2" = 1'-0" GENERAL NOTES: REF. CBC 1507.7 1. SLATE TILES SHALL PROJECT 2"AT THE EAVES AND 1" AT GABLE ENDS. 2. SLATE TILES AT THE EAVES OR CORNICE LINE SHALL BE DOUBLED FOR UNDER -EAVES AT FIRST EXPOSED COURSE, UNDER-EAVE SLATE SHALL BE APPX, Y LONGER THAN EXPOSURE OF FIRST COURSE. 3. NAILS IN SLATES OVERLAPPING SHEET METALWORK SHALL NOT PUNCTURE THE SHEET METAL. EXPOSED NAILS ARE PERMISSIBLE ONLY IN TOP COURSES WHERE UNAVOIDABLE. EXPOSED NAIL HEADS SHALL BE COVERED WITH ELASTIC CEMENT, 4. HIP SLATES AND RIDGE SLATES SHALL BE LAID IN ELASTIC CEMENT, SPREAD THICKLY OVER UNEXPOSED SURFACE OF UNDER COURSES OF SLATE, NAILED SECURELY IN PLACE AND POINTED WITH ELASTIC CEMENT. 5. FLASHING & COUNTERFLASHING. SHALL BE SHT. MR. MIN. UNCOATED 0.0179" THK. ZINC COATED G90. VALLEY FLSH'G, MIN. IF WIDE 6. SLATE SHINGLES SHALL COMPLY WITH ASTM C406 /1 LL O x m P°° E m-mfmnV._�o OQ0:rUN 5ow's H Vm:1Oa °O o°_oo.Cw m,mI=$0 LL wu,�,. °m Oo tcE�m REVISIONS NO. I REVISION DATE 12 1/2" COX PLYWD. SLOPE SHT'G. PER PLAN MIN. (REF. STRUCT) MIN. 2 LAYERS 15# ROOF FELTS (FOR SLOPES <3:12 PROVIDE AN APPROVED SEALED UNDERLAYMENT- JOB NO. ARCH. & OWNER TO 2017-23 PPV.) DATE 11/20/17 SHEET NO, A-3.0 2' MAX. R_IDGEIG_P_±29')_____ 40.84' OOF PLATE LTYP.)- - - - 31.33 21.25' `O_S_ITY P� - LATE (T(R.) - MAX. RIDGE G.P. +29' 40.84' ---- ----- --- --------------------------- 1 3 1 A-5.0 13 21 AD 1 MAX. RIDGE IG.P.+29� ------- 40.84' - L VIEW DECK PLATE ITYP.)' 30.83 15 E 26.30' r O 7 10 r N PL 1g 14 PL N o I 3 z LL I o N I C Q SECOND FLOOR T.O.S. (TYP._ - - - - - �2 I N ECOND FLOOR T.O.S.�TYP- - - - - - - - - - - v 2233 _ . 22.33' v SECOND FLOOR PLATE LTYP.)- - - - ECOND FLOOR PLATELTYP.) 21.25' - 21.25' 17 a 18 O 14 ® o 16 19 16 TOP OF CURB AVERAGE I TOP OF CURB AVERAGE 11.93' 11.93' GRADE PLANE GRADE PLANE 11.85' 11.85' [[�LOWER FIRST FLOOR _ LOWER FIRST FLOOR_� I t - - 11.25' v J J REAR ELEVATION - NORTH L'Fl/4"= V-0" MAX. RIDGEIG.P. +29,______� 40.84' MAX. RIDGE LG.P. +29'1-_- 40.84' -- - HOA -MAX. BUILDING HEIGF 35.93' ROOF PLATE TTYP- - 4� 31.33' rik SECOND FLOOR T.O.S. (TY 'RU 22.33' SECOND FLOOR PLATE (1) 21.25 jb OP 11.9: ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------- 2 4 2 3 A-5.0 35.85 13 35.85' rbL_-T HOA MAX BUILDING HEI_GHT__ HT CERT. REQ'D. HT. CERT. REQ'D. _ 35.11' ---- ----- --- ---------_---------------------------------------------------. - -_-- -_--- ----- --_-_------- --_-- ----- ----- --_-_------- 35.93' _ - - --------- MAX. FLAT G.P. + 24' 7 34.39' g.12 35.85' r - - � F_ _1 N z LL 3317' 33.17' . 0 z VIEW DECK T.O.S. 2 A/C. EQUIPMENT WELL 31.72' _ _(BEYOND)_ - J A-7.0 VIEW DECK PLATETTYP.) - o - - - - - - ----- - --- ------ v 30.83' 9 , 8 10 i 15 1 �- A-7.0 N PL 11 I 1 2 N n 2J I A-7.0 �SECOND FLOOR T.O.S.(TYP.) ----- --- ----- - - - - -- - - - --------- 2.33--- SECOND FLOOR PLATE (TYP.-- I ---------------- - - - ------ - - -- -- I 2 O \ 14 10'- 1 1/2" a I 18 16 I 4 0 0 c_ ,g_ 5 0 I TYP.rk AD -1 6 TOP OF CURB (AVERAGE) 11.93' GRADE PLANE 1 ❑ �5' LOWER FIRST FLOOR v 11.25' 6 if i o = a w m • 8 - - - - -�A-7 4 � \ i 3 9 � \A-7.)0- WINDOWS A-7.0 --- MAX. RIDGEAG.P. ±29)' 40.84 VIEW DECK T.O.S. 31,72' VIEW DECK PLATEITYP. 30.83' SECOND FLOOR T.O.S. ITYP.) 22.33' SECOND FLOOR PLATE TTW 21.25' - _ GRADE PLAN LOWER FIRST FLOOR n 11.25' 111 n RIGHT SIDE ELEVATION - EAST 1 /4" =V-0" MAX RIDGE (G.P. +291 40.84' 61 ROOF PLATE LTYP.) 31.33'' SECOND FLOOR T_O_-S_-fTYP 22.33' SECOND FLOOR PLATE JYP.)11� 21.25', WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM FENESTRATION (DOORS, WINDOWS & WINDOW WALLS) MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: AS SELECTEDPER SCHEDULES - REF. SHEET A-7.0 ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE -OLIVE ROAD ORANGE, CA 92865 P'714.627.1700 COLOR:TBD APPLICATION: THREE -COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) FIBRE -CEMENT SIDING: PRODUCT: NATURA FIBER -CEMENT PANEL SIDING MANUFACTURER: EQUITONE COLOR: COLOR AS SEL. (ARCH. TO APPV.) APPLICATION: PER DETAIL 8/AD-1 CODE: ICC ESL -1099 HORIZONTAL WOOD SIDING: PRODUCT: 1X4 BRAZILIAN TEAK MANUFACTURER: CUMARU DECKING COLOR: COLOR AS SEL. (ARCH. TO APPV.) APPLICATION: PER DETAIL 12/AD-1 METAL FASCIA: KYNAR PAINTED ALUM. MANUFACTURER: OLD COUNTRY MILLWORKS 5855 HOOPER AVE. LOS ANGELES, CA 90001 P: 323.234.2940 TYPE: KYNAR PAINTED ALUM./ ACM PANEL COLOR: TOBSIDIAN-BLACK FINISH: ACM PANEL - ARCH. TO APPROVE SIZING/ REVEAL SLATE ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR: DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS W ASSEMBLY WEIGHT: APPX. 12 PSF. GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS W W W.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5" & 4" PER PLAN,VERIFY W/. ARCH.) WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA,CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 12.50' NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT OF CURBA( VERAGE) A[-� LABELS. 11.93' GRADE PLANE 11.85' MATERIAL SCHEDULE A F7, FRONT ELEVATION - SOUTH L!?1/4" =V-0" NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. -_ MAX. RIDGEIG.P.+29')_A 40.84' `J 32.55' h ------------- - - ----------ROOFPLATE�TYP� 31.33' uJ o r PL n ZtLL �I,LL 4 0 0 ¢' 2 22.33' I < _SECOND FLOOR T.O.SITYP -- -- -- - I --- - -- 22.33' SECOND FLOOR PLATE TTYP.1� 8 21.25' AD -1 I 5 17 8 I o m I ❑ I FIRST FLOORT.O.S. 12.50' TOP OF CURBA( VERAGE) n 11.93' GRADE PLANE 11.85' i i iii ili IIS i� LEFT SIDE ELEVATION - WEST 1/4" = 1'-011 KEYNOTELEGEND 35. 5 AD -1 110 STUCCO FINISH - MIN. 7/8" THK. W/, DIA. LATH, COLOR AS SEL., REF. DTL. 5/AD-1 2 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS- TINTED OBSIDIAN/ BLACK) -ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 3 EXTERIOR FIBRE CEMENT PANELS - REF. DTL. 8/AD-1.0 & MATERIAL SCHEDULE/A-4.0. ICC# ESL -1099 [� HOA MAX. BUILDING HEIGHT SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 HT. CERT. REQ'D. v 35.93' _ - _____________________ ---------------------------- - - - - - ?D------ 1 - --- -------------------------------- ---- MAX. FLAT G.P. + 24' (N.) METAL GATE -AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 11 .Z ii 1 1 35.85' CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11 32.77' 1 .. ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 13 _ N, >a ! -. VIEW DECK T.O.S. 15 02 3: 7z - 16 31.72' VIEW DECK PLATE -L _ 30.83 ---- - EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 o --- ------ -- - _ _ - - - - o - MAX. RIDGE IG.P.+29� ------- 40.84' - L VIEW DECK PLATE ITYP.)' 30.83 15 E 26.30' r O 7 10 r N PL 1g 14 PL N o I 3 z LL I o N I C Q SECOND FLOOR T.O.S. (TYP._ - - - - - �2 I N ECOND FLOOR T.O.S.�TYP- - - - - - - - - - - v 2233 _ . 22.33' v SECOND FLOOR PLATE LTYP.)- - - - ECOND FLOOR PLATELTYP.) 21.25' - 21.25' 17 a 18 O 14 ® o 16 19 16 TOP OF CURB AVERAGE I TOP OF CURB AVERAGE 11.93' 11.93' GRADE PLANE GRADE PLANE 11.85' 11.85' [[�LOWER FIRST FLOOR _ LOWER FIRST FLOOR_� I t - - 11.25' v J J REAR ELEVATION - NORTH L'Fl/4"= V-0" MAX. RIDGEIG.P. +29,______� 40.84' MAX. RIDGE LG.P. +29'1-_- 40.84' -- - HOA -MAX. BUILDING HEIGF 35.93' ROOF PLATE TTYP- - 4� 31.33' rik SECOND FLOOR T.O.S. (TY 'RU 22.33' SECOND FLOOR PLATE (1) 21.25 jb OP 11.9: ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---------------- 2 4 2 3 A-5.0 35.85 13 35.85' rbL_-T HOA MAX BUILDING HEI_GHT__ HT CERT. REQ'D. HT. CERT. REQ'D. _ 35.11' ---- ----- --- ---------_---------------------------------------------------. - -_-- -_--- ----- --_-_------- --_-- ----- ----- --_-_------- 35.93' _ - - --------- MAX. FLAT G.P. + 24' 7 34.39' g.12 35.85' r - - � F_ _1 N z LL 3317' 33.17' . 0 z VIEW DECK T.O.S. 2 A/C. EQUIPMENT WELL 31.72' _ _(BEYOND)_ - J A-7.0 VIEW DECK PLATETTYP.) - o - - - - - - ----- - --- ------ v 30.83' 9 , 8 10 i 15 1 �- A-7.0 N PL 11 I 1 2 N n 2J I A-7.0 �SECOND FLOOR T.O.S.(TYP.) ----- --- ----- - - - - -- - - - --------- 2.33--- SECOND FLOOR PLATE (TYP.-- I ---------------- - - - ------ - - -- -- I 2 O \ 14 10'- 1 1/2" a I 18 16 I 4 0 0 c_ ,g_ 5 0 I TYP.rk AD -1 6 TOP OF CURB (AVERAGE) 11.93' GRADE PLANE 1 ❑ �5' LOWER FIRST FLOOR v 11.25' 6 if i o = a w m • 8 - - - - -�A-7 4 � \ i 3 9 � \A-7.)0- WINDOWS A-7.0 --- MAX. RIDGEAG.P. ±29)' 40.84 VIEW DECK T.O.S. 31,72' VIEW DECK PLATEITYP. 30.83' SECOND FLOOR T.O.S. ITYP.) 22.33' SECOND FLOOR PLATE TTW 21.25' - _ GRADE PLAN LOWER FIRST FLOOR n 11.25' 111 n RIGHT SIDE ELEVATION - EAST 1 /4" =V-0" MAX RIDGE (G.P. +291 40.84' 61 ROOF PLATE LTYP.) 31.33'' SECOND FLOOR T_O_-S_-fTYP 22.33' SECOND FLOOR PLATE JYP.)11� 21.25', WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM FENESTRATION (DOORS, WINDOWS & WINDOW WALLS) MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: AS SELECTEDPER SCHEDULES - REF. SHEET A-7.0 ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE -OLIVE ROAD ORANGE, CA 92865 P'714.627.1700 COLOR:TBD APPLICATION: THREE -COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) FIBRE -CEMENT SIDING: PRODUCT: NATURA FIBER -CEMENT PANEL SIDING MANUFACTURER: EQUITONE COLOR: COLOR AS SEL. (ARCH. TO APPV.) APPLICATION: PER DETAIL 8/AD-1 CODE: ICC ESL -1099 HORIZONTAL WOOD SIDING: PRODUCT: 1X4 BRAZILIAN TEAK MANUFACTURER: CUMARU DECKING COLOR: COLOR AS SEL. (ARCH. TO APPV.) APPLICATION: PER DETAIL 12/AD-1 METAL FASCIA: KYNAR PAINTED ALUM. MANUFACTURER: OLD COUNTRY MILLWORKS 5855 HOOPER AVE. LOS ANGELES, CA 90001 P: 323.234.2940 TYPE: KYNAR PAINTED ALUM./ ACM PANEL COLOR: TOBSIDIAN-BLACK FINISH: ACM PANEL - ARCH. TO APPROVE SIZING/ REVEAL SLATE ROOFING: PRODUCT: SLATE, NATURAL STONE SUPPLIER: TBD COLOR: DARK GRAY, TO BE APPROVED BY ARCH. & OWNER APPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING CODE: CLASS W ASSEMBLY WEIGHT: APPX. 12 PSF. GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS W W W.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS GUTTERS: MATERIAL: METAL - COPPER/ALUM. PAINTED KYNAR SHAPE: HALF ROUND/SQUARE (5" & 4" PER PLAN,VERIFY W/. ARCH.) WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA,CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. 12.50' NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT OF CURBA( VERAGE) A[-� LABELS. 11.93' GRADE PLANE 11.85' MATERIAL SCHEDULE A F7, FRONT ELEVATION - SOUTH L!?1/4" =V-0" NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. -_ MAX. RIDGEIG.P.+29')_A 40.84' `J 32.55' h ------------- - - ----------ROOFPLATE�TYP� 31.33' uJ o r PL n ZtLL �I,LL 4 0 0 ¢' 2 22.33' I < _SECOND FLOOR T.O.SITYP -- -- -- - I --- - -- 22.33' SECOND FLOOR PLATE TTYP.1� 8 21.25' AD -1 I 5 17 8 I o m I ❑ I FIRST FLOORT.O.S. 12.50' TOP OF CURBA( VERAGE) n 11.93' GRADE PLANE 11.85' i i iii ili IIS i� LEFT SIDE ELEVATION - WEST 1/4" = 1'-011 DJECT NAME KEYNOTELEGEND 1 STUCCO FINISH - MIN. 7/8" THK. W/, DIA. LATH, COLOR AS SEL., REF. DTL. 5/AD-1 2 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS- TINTED OBSIDIAN/ BLACK) -ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 3 EXTERIOR FIBRE CEMENT PANELS - REF. DTL. 8/AD-1.0 & MATERIAL SCHEDULE/A-4.0. ICC# ESL -1099 4 SLATE ROOFING. - REF. MATERIAL SCHEDULE SHT. A-4.0 5 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 6 CUMARU HORIZONTAL SIDING - REF. MAT. SCHED. AIA -4.0 - PAINT & SEAL AS SELECTED & REQ'D. 7 EXTERIOR GLASS GUARDRAIL- GLASS TO BE CLEAR FROSTED PROHIBITED PER HOA- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING REF. DTLS. 4/AD-1 8 (N.) METAL GATE -AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 9 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET- PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NEMC UNDER SEPARATE PERMIT) 10 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 11 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 12 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN, SHEET A-3) 13 HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" U.N.O.) - MATERIAL AS SELECTED, REF. DTLS. 2,4/AD-1 14 STEEL COLUMN - SIZE PER STRUCT. - PAINT & SEAL AS REQ'D. 15 DOWNSPOUT -ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 16 (E.) PROPERTY LINE WALL - PROTECT IN PLACE 17 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 18 BBQ AS SELECTED. - PROVIDE GAS S.O. & POWER AS REQ'D. BY MFGR. - VERIFY W/. OWNER 19 > o v 20 IGUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. DJECT NAME LIDO CONTEMPORARY \TUS p�3:"oZ Oof I-- FIRST CHECK _j of a- 0 < z U O�0)V) I -W p Z O cn Z LU U N U U � N ¢� U � Lu N L - � U D ca m = U o0 U 'o Z W oa c7 3 LLI m 3 Oa� � Q > o v 0 0 z N� Q E � r Y r � M W CO 0 m LU Y a - z 0 (� LU 0Loa p�3:"oZ Oof I-- _j of a- 0 < z U O�0)V) I -W p Z O cn Z LU U Q0 O N N D cy) a OU Z W oa J LLI m 000 O Iu N W O J DOCUMENT VALID UPON ORIGINAL SIGNATURE T L N N a O a 0 'z 9 Z Q TCz 2 0m OlC m d O y T d 0 d � L n Qmuam oat O T OLS N t0a _ ,.X m E 06�H odo a- 'z >ON a19O 0 W �U mn�H0d Z LLI � NN,` d- U ='OZ `� Nan ani O J U t o a, 12 i z c m m `m z 09_w Tmp. H O s Qpmt.2 3 z ECT > LU T o dw�n W= O O O a 9 V J U C O 'o o a N Wa°,,Ea=a" X 0 2 0 a1 66 $�w0d:_mY3 O Q m E o 0.5 m t m`�xmd1°ooE N -o O.8 LU LU =. O v- vO 0` NwUU i o c o -ca �ow o.Cwd U.- U= d= 5 w e U m U 2 o W H2O 9Q NEQJ REVISIONS NO. REVISION DATE JOB NO, 2017-23 DATE 11/20/17 SHEET NO A-4.0 3 2 4 2 A-5.1 A-5.1 A-5.0 13 21 A-5.0 AD -1 AD -1 22 HOAMAX. BUILDING HEIGHT --------- --------------------------------------------------------------------------------------------------------------------�---------------------- ---------------- 26------------- --------------------------------------------------- - �35.93,r __- __- ----------------------------------- MAX. FLAT (G.P. + 24') --- v 35.85' ROOF PLATE (TYP.) '111773-1-3-37 SECOND FLOOR T.O.S. ITY _22.33' SECOND FLOOR PLATE (Ti 21.25 n FIRST FLOOR (T.O.S.) rw TOP v 12.50' OF CURB (AVERAGE)_ 11.93' VIEW DECK T.O.S. 31.72' VIEW DECK PLATE�TYP.) 30.83' v SECOND FLOOR T_O.affYP 22.33' SECOND FLOOR PLATEQYP.) -- - 21.25' b OF CURB (AVERAGE) Il 11.13'V IN. LOWER FIRST F1005 11111111 11 if 1111111 TT 1 2 �I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII a I II I II I II I II II I II I II I IMI I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I I I II I II I II I II I II I II I II I II I II I II I II I II I II I II I II I I I II I II I II I II I II I II I II I II I II I II I II I II I I- n LONGITUDINAL SECTION 1/4" = 1'-0" 1 3 1 1 3 1 A-5.0 A-5.0 A-5.1 A-5.0 13 AD -1 21 AD -1 HOA MAX. BUILDING HEIGHT HOA MAX. BUILDING HEIGHT HOA MAX. BUILDING HEIGHT HOA MAX. BUILDING HEIGHT _______________________________________________---------------------------------------------------___________---------------------,�--------------------- �_-�__ =�_=�______=�________ --- ---- ----------------------------------------------- -�______ =� =_�---------------------,� 35.93 35.93 35.93 35.93 MAX. FLAT (G.P. + 24') MAX. FLAT (G.P. + 24') n rh MAX. FLAT (G.P. + 24') 25 MAX. FLAT (G.P. + 24') n 35.85' z LL 10 18 35.85' v 35.85' 26 z LL o o z LL 35.85' AD -1 6 LL LL 7¢ A-3.0 12 FF8 a s VIEW DECK T.O.S. ► 2% MIN. 2%MIN. VIEW DECK T.O.S. VIEW DECK T.O.S. 3' 12 ° ° VIEW DECK T.O.S. 31.72' 3 31.72' 31.72' 2/°MIN. 34 2/o MIN. { 31.72' >♦ VIEW DECK PLATE - --- - _o _ _ _ _ _ _ - - - - - - - - _- - -VIEW DECK PLATE --L -_ VIEW DECK PLATE (TYP.)- - o - - - - - S - - - - - - - -o - -VIEW DECK PLATE \� \� 30.83' 24 30.83 30.83 1 F281 35 30.83 �� OFFICE 36 RIU MASTER BATH` m ❑ ❑ MASTERS ITE 37 11 20/' 5 STAIRS i �SECOND FLOOR T.O.S. LTYPL _ W 11„ 31 SECOND FLOOR T.O.S. (TYP.) SECOND FLOOR T:O:S_(TYP.)_ �I 33 m TYP. 22.33' v 22.33' - 1 -V SECOND FLOOR PLATE (TYPE PL "" F - - _ _ _ _ - - SECOND FLOOR PLATE LTYP� �E2 0ND FLOOR PLAT- - -_- m a PL 1.25- ------ 21.25' 10 28 I � 33 r � 3 0 16R@0'-73/8" r' o 0000 15 0 o 0 0 o KI o of n ❑� ❑ ❑ 1s 5 1 20 I 0 0 FIRST FLOOR T.O.S. 0 3 R @ 0' - 5" ® FIRST FLOOR T.0 50' 12.50T o - _ - - - 0 - - - - - - - - _ - r� TOP OF CURB (AVERAGES _ t� TOP OF CURB (AV ERAG� E) �F CURB AVERAGE)_ t 1T1.93' F .. 11.93' 11.93' n LOWER FIRST FLOOR � - .a a q"� � LOWER FIRST FLOOR n � LOWER FIRST FLOOR �' v 11.25' 11.25' v 11.25' TRANSVERSE SECTION 2 4 2 13 AD -1 A-5.0 A-5.0 A-5.1 22 HOA MAX. BUILDING HEIGHT --- ----------------------------------------- r -------------------------------------------------------------------------------------------------------------- 35.93 n MAX. FLAT (G.P. + 24') 10 v 35.85' 3 z VIEW DECK T.O.S. a 34 31.72' f 2%MIN. 2°/ MIN. VIEW DECK PLATE (TYP.)- L I O I 1■ m I�i� _ SECOND FLOOR T.O.S. TYP. - 22.33' PL- - SECOND FLOOR PLATE TTYP.) n 21.26' CV r \ - ❑12IQ/ING I 'DOM ` 0 15 9 DD ING o 17❑` ❑ ❑ ❑ ❑ 5 hE 71 2 16 0 OF ELOIL OP LOWER FIRST GT F OS d q^ 11.25' III � -III- 12� III ' n TRANSVERSE SECTION 1/4" = 1'-0" 3 A-5.1 HOA MAX. BUILDING HEIGHT ---------- 135.93' MAX. FLAT (G.P. 1� 35 3:12 3 35.85' A-3.0 FAU FAU I MECH. 28 J------------------ 14\ _ _ ROOF PLATE�TYP 31.33' L4 � I 13 29 o BEDROOM #2 0 1s ❑ ❑ E ATRIUM 17 ❑ - ❑ I 11 2 i 5 16 A-3.0 39 ❑ n o 31] m m ❑ ❑ 3.12 SECOND FLOOR T.O.S.ITY� _ _ _ _ _ _ _ _ _ SECOND FLOOR T_O�TYP.) n \x22.33' 22.33`' SECOND FLOOR PLATE �TYP.)! /" /' c SECOND FLOOR PLATE TYP.) 09} 21.25' 8 21.25' V 32 3 7 4 AD -1 13 28 AD -1 3 2-r AF hGE 10 ° Oc a KIT HEN FOYER 14 °' 8 5 ❑ I 2 FIRST FLOOR T.O.S. 0 ® i ❑ SLOPE PER CIVIL 0 ❑ FIRST FLOOR T.O.S. 12.50' _ _ 12.50' TOP OF CURB (AVERAGELM - - - - - - - - - - - - - - - - _URB AVERAGE) n _ _ TOP OFC � 11.93' "�� n LOWER FIRST FLOOR F- LOWER FIRST FLOOR I1 v 11.25' a 11.25' 1 III -III- ,� -ill lil lil lil lil lil lil lil lil Ili- lil lil lil lil lil lil lil lil lil IiI--III= I I1 1 III-III1 I III -III III -III III I' i= -III III -III III -III III -III III -III III -III n LONGITUDINAL SECTION 1/4" = 1'-0" PROJECT NAME LIDO CONTEMPORARY 1 2 STATUS FIRST CHECK UD ° N U TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 5 COUNTERTOP -AS SELECTED U ¢� TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH U � c7 3 ° BASE CABINET- BUILT-IN, FINISH AS SEL. Lu R 3 _ N L VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS - � U � 3 FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS CONCRETE MAT SLAB ON GRADE - REF. STRUCT. O - o° 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) U U 'o o TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES 1 2 KEYNOTELEGEND SKYLIGHT- SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) FURNISHINGS - AS SELECTED L ° 4 TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 5 COUNTERTOP -AS SELECTED 6 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 7 c7 3 FIRE -BLOCKING & DRAFT -STOP NOTE BASE CABINET- BUILT-IN, FINISH AS SEL. 9 3 10 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS z � 3 FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS CONCRETE MAT SLAB ON GRADE - REF. STRUCT. O - (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) 15 o TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES FIREPLACE - PREFABRICATED, GAS ONLY, 'DAVINCI'CUSTOM FIREPLACE (ANSI Z21.50B), FULL BAY CONFIGURATIONS [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MFGR. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) Q� v AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET-PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NBMC UNDER SEPARATE PERMIT) 19 o 0 MAINTAINED. WINE RACKS -AS SELECTED- PROVIDE SHOP DWGS. TO ARCH & OWNER Z h FIRE BLOCKS. EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 < a E 24 PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT- SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 25 � r 26 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN, 10', BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 27 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING SPANISH TILE - 2 -PIECE - COLOR AS SEL., REF. MATERIAL SCHEDULE/A-4 29 WOOD PANEL PARTITION TO MATCH THE ADJACENT POCKETING DOOR FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND DESK - BUILT-IN, FINISH AS SEL. M FLOOR JOISTS - REF. STRUCT. HORIZONTAL. STRUCTURAL STEEL BEAM PER STRUCT. - REF. STRUCT DWGS. 33 (N.) METAL GATE -AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY DECK FRAMING - REF. STRUCT. 35 ROOF RAFTERS - REF. STRUCT. ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR GUTTER -ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 37 DOWNSPOUT -ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE - TALL CABINET- BUILT-IN, FINISH AS SEL. 39 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. CBC 2111.13.1 SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. ) FILL INSULATION MATERIAL SHALL NOT BE USED. KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -TINTED OBSIDIAN/ BLACK) -ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND -TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. L%#AA DRAFT STOPS. Nr DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR -CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. } pCO Q ATTICS. W O Y d CID DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM Q WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE p � m WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. LD Z O Q aDON Q DRAFT STOP CONSTRUCTION. O I- Z J O DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN /rINCH GYPSUM BOARD, 3/8 -INCH WOOD STRUCTURAL Z a 1-- Q Z PANEL, 3/8 -INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED.i O 5 p OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES Z UJ 0� z O co > z p Q CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. 2 Z0cnZLUU > o 1 2 KEYNOTELEGEND SKYLIGHT- SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) FURNISHINGS - AS SELECTED 3 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 4 TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 5 COUNTERTOP -AS SELECTED 6 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, 1.6 GALLONS/FLUSH 7 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 8 BASE CABINET- BUILT-IN, FINISH AS SEL. 9 DECORATIVE PENDANT LIGHT FIXTURE 10 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 11 HANDRAIL - 34"- 38" ABOVE STAIR NOSING (36" U.N.O.) - MATERIAL AS SELECTED, REF. DTLS. 2,4/AD-1 12 CONCRETE MAT SLAB ON GRADE - REF. STRUCT. 13 CEILING FAN - W/.INCANDESCENT FIXTURE, AS SELECTED 14 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) 15 KITCHEN EXHAUST HOOD - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. 16 FIREPLACE - PREFABRICATED, GAS ONLY, 'DAVINCI'CUSTOM FIREPLACE (ANSI Z21.50B), FULL BAY CONFIGURATIONS [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MFGR. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 17 UPPER CABINET- BUILT-IN, FINISH AS SEL. 18 A/C. CONDENSER UNIT - SIZE TBD - LOCATED ON ROOF PER PLAN, NOT TO EXCEED MAXIMUM ALLOWABLE BUILDING HEIGHT OR HEIGHT OF ENCLOSING PARPAET-PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. PER SECTION 10.26.045 NBMC UNDER SEPARATE PERMIT) 19 CUSTOM IN -WALL SCUPPER - ARCH. TO APPV. SHOP DWGS. 20 WINE RACKS -AS SELECTED- PROVIDE SHOP DWGS. TO ARCH & OWNER 21 CRICKET - SLOPE 2% MIN. 22 EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 23 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 24 PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT- SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 25 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED NOTE: 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 FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 26 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN, 10', BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 27 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. 28 SPANISH TILE - 2 -PIECE - COLOR AS SEL., REF. MATERIAL SCHEDULE/A-4 29 WOOD PANEL PARTITION TO MATCH THE ADJACENT POCKETING DOOR 30 DESK - BUILT-IN, FINISH AS SEL. 31 FLOOR JOISTS - REF. STRUCT. 32 STRUCTURAL STEEL BEAM PER STRUCT. - REF. STRUCT DWGS. 33 (N.) METAL GATE -AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 34 DECK FRAMING - REF. STRUCT. 35 ROOF RAFTERS - REF. STRUCT. 36 GUTTER -ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 37 DOWNSPOUT -ALUMINUM W/. KYNAR FINISH OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 38 TALL CABINET- BUILT-IN, FINISH AS SEL. 39 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. CBC 2111.13.1 SIDE VENT IN WALL NOT PERMITTED WITHIN 3' OF PROPERTY LINE. TERMINATION AT TOP OF CHIMNEY. ) 40 KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -TINTED OBSIDIAN/ BLACK) -ARCH TO APPV. SIZE & REVEAL. INSTALL PER MANUF. SPECIFICATIONS REF. 9/AD-1 DOCUMENT VALID UPON ORIGINAL SIGNATURE T L N N N O R °O O L Zc- Z P TCZ 2, OlC o d a d o £ m c d L O Q'5 N 0.0 d a OT '~Oaa'n t0� N A (n '.2.2 O y_ d C U c w m'C °c dO « m E t=.2 d O r _ _O' ° y V. ° w « ='OZ `� Nan aoi W o m O a° c d m v �/, Q 0Zcmy mm z z ¢m« O Q 16 2MM-, N O Ns p mma.�r 23 Q U O C pp~ N E T EttCtp r 3. a U °�N Ta � �OC N Catj. �° 000.m dt SIM E��� 1 SECTION INDICATOR a N ° A101 r (1 rN m y N_ M V a« d m a d SIM z A101 CALL -OUT TAGp 2 � of 0 :E .2 r W � Name ELEVATION INDICATOR H 2 a c= a� ° Elevation 1/�1 t C III2 I++ 0.9Q N.a.QO 0 REVISION FLAG REVISIONS I- 20 R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG - REF. SHEET A-7.0 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 8/AD-1 O INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. 106 NO, 2017-23 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 11/20/17 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. A 5 ■ O CONCRETE RETAINING WALL - REF. STRUCTURAL B SEPARATION LEGEND 2 117 O Q0 N a D OU W Z oa J m Z >� 0 000 N Iu O Luz J DOCUMENT VALID UPON ORIGINAL SIGNATURE T L N N N O R °O O L Zc- Z P TCZ 2, OlC o d a d o £ m c d L O Q'5 N 0.0 d a OT '~Oaa'n t0� N A (n '.2.2 O y_ d C U c w m'C °c dO « m E t=.2 d O r _ _O' ° y V. ° w « ='OZ `� Nan aoi W o m O a° c d m v �/, Q 0Zcmy mm z z ¢m« O Q 16 2MM-, N O Ns p mma.�r 23 Q U O C pp~ N E T EttCtp r 3. a U °�N Ta � �OC N Catj. �° 000.m dt SIM E��� 1 SECTION INDICATOR a N ° A101 r (1 rN m y N_ M V a« d m a d SIM z A101 CALL -OUT TAGp 2 � of 0 :E .2 r W � Name ELEVATION INDICATOR H 2 a c= a� ° Elevation 1/�1 t C III2 I++ 0.9Q N.a.QO 0 REVISION FLAG REVISIONS I- 20 R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG - REF. SHEET A-7.0 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 8/AD-1 O INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. 106 NO, 2017-23 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 11/20/17 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. A 5 ■ O CONCRETE RETAINING WALL - REF. STRUCTURAL B SEPARATION LEGEND 2 117 2 4 2 3� 13 A-5.0 A-5.0 A-5.1 A-5.1� AD -1 15 HOA MAX. BUILDING HEIGHT_ _ __ _ ______________________________________________________ ____ ____ ____ ____ _____ ____ ____ ____ __ ____ _____ ____ ____ ____ HOA MAX. BUILDING HEIGHT ---------------- 35.93' 35.93' n MAX. FLAT (G.P. + 24') 10 3 12._ MAX. FLAT (G.P. v 35.85' z LL o AD -1 3:12 3 35.85' --� A-3.0 � a 17 VIEW DECK T.O.S. ° 18 31.72' f 2% MIN. 2/ MIN. , L - L - - - = - ROOF PLATE�313 VIEW DECK PLATE TYP. 31.33' 16 14 MASTER B TH o o AD -1 0 0 MASTER W.I.C. 5 BEDROOM 16 0 23 14 20 ; 21 0 #3/OFi:kE I'llill SUITE 21 > A-3.0 U 19 AD -1 32 SECOND FLOOR T.O.S. jT _ _ _ _ -2%MIN. _, , - - _ SECOND FLOOR T.OSTYPPP� WJ x 22.33' - _ _ - SECOND FLOOR PLATE ITYP.) 22.33' SECOND FLOOR PLATE - - - 21.25' 23 24 3 4 2 16 2 -CAR GARAGE DINING 5 11 2 KI CHEN PANT Y - b b 4 LC 7 21 20 ® m AD 1 — U O —SLOPE PER CIVIL O 0 FIRST FLOOR r2: �OF CURB (AVERAGE) �;Lg0 - TOP OF CURB (AVERAGE) 0L 11.93' f 2% MIN. _ 11.93�r' n LOWER FIRST FLOOR - - - - a 11.25' d ° d < a u 1 —III III—III - - - n LONGITUDINAL SECTION 1/4" = 1'-0" 1 3 1 A-5.0 A-5.0 A-5.1 HOAMAX. BUILDING HEIGHT 35.93' MAX. FLAT (G.P. + 241) R�OOF PLATELTYP.)- - v31.33' jk SECOND FLOOR T.O.S. LTYPF = v 22.33' SECOND FLOOR PLATE (TYPP. 1.25' 3 12 3'. A-3.0 � r- 3:12 8 3 [1 _4 - 20 I FIRST FLOOR T.O.S. /TOP OF CURB ()IVERAGE,_ __ 11.93' I 7 MAX. FLAT (G.P. + 24') v 35.85' t4 3 A-.0 rok-ROOF PLATE LTYP.) — — — — v31.33� �------ I SECOND FLOOR T.O.S. (TYP.) 22.33' Q SECOND FLOOR PLATE (TYP. _ Q 21.25' FIRST FLOOR T.O.S. 12.50' _ TOP OF CURB (AVERAGET 3' PL I W,' 17 4, 3:12 MECH.m 116 6 MASTER W.I.C. STAJ14 S FOYER [6-1 9 m 0 0 0 C�:) C.C. P 8,NTR i i 1 0 III SII III III III III III SII � J J HOA MAX_BUILDING HEIGHT 35.93' MAX. FLAT (G.P. + 241 A -� -ROOF PLATETTYP.) n 31.33'V SECOND FLOOR T.O.S. (TYP.) n 22.33'' - - PL— - - - SECOND FLOOR PLATETTYP.) n 21.25' TOP OF CURB AVERAGE) n 11.93' LOWER FIRST FLOOR n 11.25' � V-0- I TRANSVERSE SECTION 1 3 1 A-5.1 A-5.0 A-5.0 12 T FAU 13 BEDROOM 5 #3 F I E RI UA BATH #2 13 12 CA:)" 22 '7L 0 ,' 21 P), 7 11 i AD -1 10 2 -CAR GA WAG 00 0 01 R 7 a: IIIIIIIIIIIIIIIIIIIIIIII III= Ili Ili Ili Ili IIiZ Iii -iii II Jii 3 A-3.0 HOA MAX. BUILDING HEIGHT 35.93' MAX. FLAT (G.P. 35.85'+ 24') n - - - -ROOF PLATETTYP.) n 31.33' _SECOND FLOOR T.O.S. (TY. n 22.33' PL - _ - SECOND FLOOR PLATE-CTYP.) AL 21.25..' C/ I 0 m I I FIRST FLOORT.O.S. 12.50' TOP OF CURB (AVERAGE) &) I n TRANSVERSE SECTION `' 11 /4" = V-0" INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-13 MIN. 2 x 6 CONST. OR LARGER = R-19 RAISED FLOOR: R-30 MIN. ROOF: R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME DJECT NAME LIDO CONTEMPORARY \TUS Q FIRST CHECK UD CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 4 N U U � N ¢� 6 U � FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 LuR ° (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A N L d O U TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES � m 12 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE o0 U U 'o MAINTAINED. c — m Q a FIRE -BLOCKING & DRAFT -STOP NOTE KEYNOTE LEGEND CONCRETE MAT SLAB ON GRADE - REF. STRUCT. Q DECORATIVE PENDANT LIGHT FIXTURE 3 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 4 3 5 TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 6 SHELF AND POLE - BUILT IN., FINISH AS SEL. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 z� 3 (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TALL CABINET- BUILT-IN, FINISH AS SEL. O IVEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES WATER HEATER- TANK -LESS (ON DEMAND) WALL -MOUNT +44"MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) 12 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. 14 .? MAINTAINED. EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 Q 0 0 17 ROOF RAFTERS - REF. STRUCT. z N� FIRE BLOCKS. FLOOR JOISTS - REF. STRUCT. Q E FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING BASE CABINET- BUILT-IN, FINISH AS SEL. MM tO FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND STRUCTURAL STEEL BEAM PER STRUCT. - REF. STRUCT DWGS. 24 EXHAUST FAN W/. DUCT- MIN. 50 CFM HORIZONTAL. M 2 FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE 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 Or BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS.ME DRAFT STOPS. MA DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR -CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. pCO Q DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM LD 0 Y WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE z O � � WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. < LD Z 0O Q DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN Yz-INCH GYPSUM BOARD, 3/8 -INCH WOOD STRUCTURAL 0 O > co Z LU PANEL, 3/8 -INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. d Of _j Q p OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES - CO 0 CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. Z LU D-' CO C3) Z 1 KEYNOTE LEGEND CONCRETE MAT SLAB ON GRADE - REF. STRUCT. 2 DECORATIVE PENDANT LIGHT FIXTURE 3 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 4 KITCHEN SINK - AS SELECTED 5 TEMPERED GLASS ENCLOSURE - MIN. 3/8" THK., GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 6 SHELF AND POLE - BUILT IN., FINISH AS SEL. 7 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY NOTE #33 8 SKYLIGHT - SIZE AS DIM.-'SKYCO' ICC #ESR -3837 OR EQUIV. (REF. DTL. 23/AD-1) 9 TALL CABINET- BUILT-IN, FINISH AS SEL. 10 IVEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 11 WATER HEATER- TANK -LESS (ON DEMAND) WALL -MOUNT +44"MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) 12 4" RECESSED LED LIGHT FIXTURE W/. LENSED TRIM + LAMP (ARCH. TO APPV. TRIM) 13 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. 14 GUTTER - ALUMINUM W/. KYNAR FINISH, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 15 EXTERIOR GLASS GUARDRAIL - GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT - 4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 16 SPANISH TILE - 2 -PIECE - COLOR AS SEL., REF. MATERIAL SCHEDULE/A-4 17 ROOF RAFTERS - REF. STRUCT. 18 DECK FRAMING - REF. STRUCT. 19 FLOOR JOISTS - REF. STRUCT. 20 COUNTERTOP -AS SELECTED 21 BASE CABINET- BUILT-IN, FINISH AS SEL. 22 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 23 STRUCTURAL STEEL BEAM PER STRUCT. - REF. STRUCT DWGS. 24 EXHAUST FAN W/. DUCT- MIN. 50 CFM 2 ZOQO>0< o 0coZLUU ORIGINAL SIGNATURE L N y Z C O� 9 �rZoa ZP m Q T C Z �O LM Ol C m d O � y T d 0 d � L O T OLS N 0 N� (n C MOO= 0 d U c w m'C °c Hood m E . nw r__ o y 9 0 w r � y_ n CD ='OZ `� Nan aai a Z 0. 2 y N@� zz am=y.yd O 00 w TO,N O ms Z'6 O C pp~ N E T 1 Q' 2� N fJ d �LCtp 76 OM TD � OC N Citi. Co o-oo am dt �IM co coEc�cn 1 SECTION INDICATOR a `90:50 A101 V o=- m�a�ama'�aci SIM z °E2 ti x = 5 A101 CALL -OUT TAG s� F§ o ao=�o.Cw Name ELEVATION INDICATOR H 0, PU a° Elevation `-� m t 0Ko fr_ MEM w 0 REVISION FLAG �aaaay�a= REVISIONS 20 R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. I REVISION DATE <1i>WALL TAG - REF. SHEET A-7.0 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 n KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXTERIOR FIRE RATED PARTITION REF. DTL. 8/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. X06 No. 2017-23 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 11/20/17 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET No. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 5.1 B SEPARATION LEGEND IY 0 000 O 0- N Lu O Z O N a OU W oa 1 J Q� CO Z ORIGINAL SIGNATURE L N y Z C O� 9 �rZoa ZP m Q T C Z �O LM Ol C m d O � y T d 0 d � L O T OLS N 0 N� (n C MOO= 0 d U c w m'C °c Hood m E . nw r__ o y 9 0 w r � y_ n CD ='OZ `� Nan aai a Z 0. 2 y N@� zz am=y.yd O 00 w TO,N O ms Z'6 O C pp~ N E T 1 Q' 2� N fJ d �LCtp 76 OM TD � OC N Citi. Co o-oo am dt �IM co coEc�cn 1 SECTION INDICATOR a `90:50 A101 V o=- m�a�ama'�aci SIM z °E2 ti x = 5 A101 CALL -OUT TAG s� F§ o ao=�o.Cw Name ELEVATION INDICATOR H 0, PU a° Elevation `-� m t 0Ko fr_ MEM w 0 REVISION FLAG �aaaay�a= REVISIONS 20 R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. I REVISION DATE <1i>WALL TAG - REF. SHEET A-7.0 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 n KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXTERIOR FIRE RATED PARTITION REF. DTL. 8/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. X06 No. 2017-23 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 11/20/17 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET No. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 5.1 B SEPARATION LEGEND IY 0 000 O 0- N Lu O Z J DOCUMENT VALID UPON ORIGINAL SIGNATURE L N y Z C O� 9 �rZoa ZP m Q T C Z �O LM Ol C m d O � y T d 0 d � L O T OLS N 0 N� (n C MOO= 0 d U c w m'C °c Hood m E . nw r__ o y 9 0 w r � y_ n CD ='OZ `� Nan aai a Z 0. 2 y N@� zz am=y.yd O 00 w TO,N O ms Z'6 O C pp~ N E T 1 Q' 2� N fJ d �LCtp 76 OM TD � OC N Citi. Co o-oo am dt �IM co coEc�cn 1 SECTION INDICATOR a `90:50 A101 V o=- m�a�ama'�aci SIM z °E2 ti x = 5 A101 CALL -OUT TAG s� F§ o ao=�o.Cw Name ELEVATION INDICATOR H 0, PU a° Elevation `-� m t 0Ko fr_ MEM w 0 REVISION FLAG �aaaay�a= REVISIONS 20 R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. I REVISION DATE <1i>WALL TAG - REF. SHEET A-7.0 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 n KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 EXTERIOR FIRE RATED PARTITION REF. DTL. 8/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. X06 No. 2017-23 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 11/20/17 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET No. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 5.1 B SEPARATION LEGEND PROJECT NAME LIDO CONTEMPORARY STATUS FIRST CHECK L N U � N U ¢� U � Lu N L - � U tO A N C U o0 U -o c — m Q c7 3 � 3 Ca Q > o v 0 0 z N� Q E � r M W EXISTING BUILDING - NOT A PART CO (E)1769 -TW ... } 8 1 (E.) 17.44'T.W. 8 W a0 m LU Ll Ll o O o ~ 5 o N Pb-LLo Q LU 0LoQ 9 4 TRASH AREA -�-� a_oO Z O °Q_jw0 Of O O I z a- J I--_ O� Z In 14.71' w �o co0Q z w Z 3 ZO��oQ _Uc�zwU PANTRY 1 I DOCK 4'-2" 10' 0" (IMPROVEMENTS UNDER SEPARATE PERMIT) 1 POWDER — F.vsB. 0 I .-© _ C.C. z _ 34'- 0„ CLR I "' O I 2 -CAR GARAGE Cfl � J I . U � 12.58' ; �r' N 0 i KITCHEN E.) 10.44' F.S. ` LL: 10 O 0 m DECK I 0 OU 4'- 0 1 FOYER = F.Y.S.B. p — - 1125'T.O,S.------a 9 I LU I 2 UP _— ° WINE I O O N I 9___ ENTRY SR 18.00' - O O O Lu z - I— — ° OAll 14.71' I O TURF 77- S.) ,SAIS SASAS.Ao"<d�A�� A A S A. �, S.A. S-A.� S A S.A. - 5 v 8 (E.) 18.00' T.W. 1 (E.) 15.25' T.W. I � 8 J DOCUMENT VALID UPON EXISTING BUILDING - NOT A PART ORIGINAL SIGNATURE L/AND1. OSCAPE PLAN (REF. ONLY) �oN 9p0 a c£ Z` c Z P A T C z o Ol C C t O � y T d 0 d N C ."-T' ry L O Q m OLN N D a0a t O T t N N� (n c O, O y_ d C Homo n « O N� 9 O w« 2n d -.0 U ='OZ `� Nan aai U NO Q Z Z Q l6� Ul C y N Z O9< TO,N O Ns pmmn.�r m3 /r z U a A O A N 0 9 9 0,w O H _ C 0 d �_ T tw N C ttj. Lu o ° O UC ,w -Eo a� OC O L p N N N ad 9« U w W Y T O y NOTE: NO STRUCTURE ABOVE T- 0" IS ALLOWED IN THE 10'- 0" STRADA SETBACK Q .- � b m t c U//m °o0E V) 0 Om -.E U) O S O O H O §� N , o c U« U w -O is � Ot-«O �H z $ TRUE NORTH PROJECT NORTH Qat ,_ a=w t c mmfr I -20.9Q N.t..QJ REVISIONS NO. REVISION DATE PLANT DESCRIPTIONS SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTION S.A. SESLERIA AUTUMNALS AUTUMN MOOR GRASS 6"O.C. LOW GROWING GROUND COVER WITH BRONZE LEAVES AND BLUE FLOWER SPIKES TO 6" TURF SOFTSCAPE 9 9 9 9 9 papapapapG -., JOB NO. 00000000000. 2017-23 papapapap 3/8" CRUSHED GRAVEL GROUND COVER DATE ogogoqoqoq 11/20/17 pOpOpOpOpG:_. Oe0e0o0o090.-..- SHEET NO. LIMESTONE TILE HARDSCAPE LImIl .0 A LANDSCAPE HATCH LEGEND .Jo KEYNOTE LEGEND 1 PROPERTY LINE 2 FRONT YARD SETBACK 3 SIDE YARD SETBACK 4 (N.) METAL GATE - AS SELECTED (MAX. 6' HT. ABOVE NATURAL GRADE) 5 CONCRETE STEPS ON GRADE -REF. CIVIL DWGS. 6 NEW DRIVEWAY APPROACH &CURB CUT- REF. CIVIL DWGS. 7 PLANTED AREA -COORDINATE WITH LANDSCAPE DESIGNER 8 (E.) PROPERTY LINE WALL- PROTECT IN PLACE 9. HARDSCAPE -LIMESTONE TILE (AS SELECTED) PER. LAND. DESIGNER 10 EXTERIOR GLASS GUARDRAIL -GLASS TO BE CLEAR, FROSTED PROHIBITED PER HOA - MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 .Jo F— — — — — OPEN TO ABV. OPEN TO ABV. J L COVERED — — -- -- -- 18'- 11 3/4" 1- 23'- 1 5/8"' FIRST FLOOR AREA PLAN A: 34'- 1 1/4" X 20'- 7 7/8" =704.46 TOTAL GARAGE: 704.46 SF B: 20'- 2 7/8" X 5'- 6 1/8"= 111.53 B1: 0'-5"X0'-6"=.21 C: 23'- 115/8" X 23'- 8 7/8"= 569.01 D: 24'- 8 718"X 6'- 11 5/8"= 172.40 E: 23'- 9 7/8" X 5'- 2 3/8"= 123.83 TOTAL LIVING: 976.98 SF LOT INFORMATION: ZONED: R-1 SITE AREA: 2,701 S.F. BUILDABLE AREA: 1,824 S.F. TOTAL ALLOWABLE AREA (PER HOA): 1.7 x 1,824 S.F. = 3,101 S.F. BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR LIVING 967 SF r N GARAGE`S 1400 SF 715 SF 2366 SF 34' - 71/4" 715 SF TTL. GARAGE 715 SF GRAND TOTAL 3081 SF OPEN TO ABV. OPEN TO ABV. J L COVERED — — -- -- -- 18'- 11 3/4" 1- 23'- 1 5/8"' FIRST FLOOR AREA PLAN A: 34'- 1 1/4" X 20'- 7 7/8" =704.46 TOTAL GARAGE: 704.46 SF B: 20'- 2 7/8" X 5'- 6 1/8"= 111.53 B1: 0'-5"X0'-6"=.21 C: 23'- 115/8" X 23'- 8 7/8"= 569.01 D: 24'- 8 718"X 6'- 11 5/8"= 172.40 E: 23'- 9 7/8" X 5'- 2 3/8"= 123.83 TOTAL LIVING: 976.98 SF LOT INFORMATION: ZONED: R-1 SITE AREA: 2,701 S.F. BUILDABLE AREA: 1,824 S.F. TOTAL ALLOWABLE AREA (PER HOA): 1.7 x 1,824 S.F. = 3,101 S.F. BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR LIVING 967 SF SECOND FLOOR LIVING 1400 SF TTL. LIVING 2366 SF GARAGE 715 SF TTL. GARAGE 715 SF GRAND TOTAL 3081 SF DJECT NAME LIDO CONTEMPORARY STATUS FIRST CHECK N U � N U ¢� U � Lu N L U U o0 U -o c rr — m . FIRSTFLOOR(T.O.S") ROOF AREA SCHEDULE11 NAME AREA COMMENTS SLOPED ROOF AREA 1478 SF (SLOPED ROOF AREA) VIEW DECK 358 SF (FLAT ROOF AREA) STAIRS 68 SF (FLAT ROOF AREA) GRAND TOTAL 1904 SF TOTAL ROOF AREA 1904 S.F. 25% FLAT ROOF ALLOWABLE (HOA): 476 S.F. TOTAL FLAT ROOF AREA = 426 S.F. } Q CO 0 LU Y z O 0 y 0 m a W Z O N Q O 0 � co Z O Q J W O Z D _ Of J_ _-- �' Q a- co 0 LL W � 0) Z z O � 0 Q O Z 0 co Z W 0 cI 3 3 O � � Q a� > o v z 0 0 N� Q E E � r M 2 W C7 N . FIRSTFLOOR(T.O.S") ROOF AREA SCHEDULE11 NAME AREA COMMENTS SLOPED ROOF AREA 1478 SF (SLOPED ROOF AREA) VIEW DECK 358 SF (FLAT ROOF AREA) STAIRS 68 SF (FLAT ROOF AREA) GRAND TOTAL 1904 SF TOTAL ROOF AREA 1904 S.F. 25% FLAT ROOF ALLOWABLE (HOA): 476 S.F. TOTAL FLAT ROOF AREA = 426 S.F. } Q CO 0 LU Y z O 0 y 0 m a W Z O N Q O 0 � co Z O Q J W O Z D _ Of J_ _-- �' Q a- co 0 LL W � 0) Z z O � 0 Q O Z 0 co Z W 0 Z -OO Z c m Q c L 9 P �i.cz 20 o,E ma �Q Ey�Bo d�'c £m cid n �aQm�moat M C(6 MOO= N C c U W m'C nw — — Hoao 0 y N � C7 N w5U`6 d NN d- U O C9 ��oaa�aDO Q N Z C N N W. SECOND FLOOR AREA PLAN z Q m� y c m d 09M TORN O Ns am Q/ p 6- a c r '- m 3 w 10 A: 14'-8"X5'-11"=86.78 z U- a U O N E Q ._ C � 0 U B: 23'- 9 7/8" X T- 0 5/8"= 168.00 Ml p O N U_ C 0 d � Z _ C: 21'- 9 718"X 9'- 5 3/4"= 206.86 o°SdE.o�a� O C L O N d N D'23'- 9 7/8" X 10'- 0 3/4"= 239.72 d 9 U N Wt T Lu E: 24'- 5 7/8" X 16'- 3 7/8"= 399.74 0 V. 'R 0 N d O t C m`W E2t °°°E g J Q LLI F: 11' - 3"X 23'- 9 7/8"= 268.01 C ry O � °(n �$viv 0 E: U w U w G: 4'-13/4"X7'-6"=31.09 v` o c 2 IW_- U N H TOTAL LIVING: 1400.20 SF a'S \_Q / 0 000 Nm LL ry� W tc m�K BEd' uoi N I -20.9Q N.L..QJ REVISIONS NO. REVISION DATE LLI -- O Z 0 n SECOND FLOOR T.O.S. (TYP.) J 121 1/8^ =11-0° J 1 AI KJ -- -- — -- -- -- —-- 68 SF -- VIEW DECK (FLAT ROOF PER HOA) A: 4'-61/4"X3'-75/8"=16.44 B: 23'- 9 1/4" X 12'- 13 0 3/4"= 302.21 C: 18'- 11 3/4" X 2'- 1"= 39.54 TOTAL VIEW DECK: 358.19 SF STAIRS (FLAT ROOF PER HOA) D:7' -10"X3'-75/8"=28.48 E:8' -9"X4'-6"=39.38 TOTAL STAIRS: 67.86 SF TOTAL FLAT ROOF AREA: 426.05 SF n ROOF AREA PLAN L v 1/8" = 1'-0" DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO, 2017-23 DATE 11/20/17 SHEET NO. AP -1 sl L N y Z C Q R Z -OO Z c m Q c L 9 P �i.cz 20 o,E ma �Q Ey�Bo d�'c £m cid n �aQm�moat M C(6 MOO= N C c U W m'C nw Hoao 0 y N H_ 2> p 9 w5U`6 d NN d- U ZC/1 =-OZ `� Nan ani ��oaa�aDO Q N Z C N N W. J z Q m� y c m d 09M TORN O Ns ^ LL p 6- a c r '- m 3 w 10 z U- a U O N E Q ._ C � ma°E8-tL °. 0 0 9-2 Lu Ml p O N U_ C 0 d � NN �� `o � o a m 0 L.1_ o°SdE.o�a� Q C L O N d N d 9 U N Wt T (D Z 0 V. 'R 0 N d O t C m`W E2t °°°E C ry O � °(n �$viv 0 E: U w U w J v` o c 2 IW_- U N H a'S w o,. Um Uo ry� W tc m�K BEd' uoi I -20.9Q N.L..QJ REVISIONS NO. REVISION DATE JOB NO, 2017-23 DATE 11/20/17 SHEET NO. AP -1 sl S2 L0 0 LEGEND TITLE REPORT/EASEMENT NOTES BENCHMARK INFORMATION 208 VIA LIDO NORD BENCHMARK NO: NB3-17-77 - BLOCK WALL NEWPORT BEACH, CA 92663 (APN: 423-144-03) DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS AC ASPHALT PAVEMENT ALUMINUM BENCHMARK DISK STAMPED "NB3-1777", �/'DO TITLE REPORT NOT PROVIDED. SET IN THE TOP OF A CONCRETE BRIDGE ABUTMENT. MONUMENT IS LOCATED IN THE - CENTERLINE SOUTHEAST CORNER OF THE INTERSECTION OF VIA ��� P �pO SITE EG EDGE OF GUTTER LIDO AND THE WEST LIDO CHANNEL, 22.3 FT. SOUTHERLY OF THE CENTERLINE OF VIA LIDO AND FF FINISHED FLOOR 0.35 MILES SOUTHEASTERLY OF NEWPORT S FFG - FINISHED FLOOR GARAGE LEGAL DESCRIPTION BOULEVARD. MONUMENT IS SET LEVEL WITH THE SIDEWALK. FL - FLOWLINE REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF 410\P ORANGE, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: ELEVATION: 24.503 FEET (NAVD88), YEAR LEVELED 2015 FS - FINISHED SURFACE GM - GAS METER LOT 858 OF TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28 PAGES 25 ��\P TB - TOP OF BULKHEAD THROUGH 36, OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY BASIS OF BEARINGS TC TOP OF CURB RECORDER OF ORANGE COUNTY. THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE Q\P TD - TOP OF DOCK OF VIA LIDO NORD HAVING A BEARING OF N61000'00"W PER TRACT NO. 907, BOO M.M. 28/25-36. TF - TOP OF FENCE TOB - TOP OF BEAM G\P O cn TW TOP OF WALL Of WM WATER METER VICINITY MAP ( ) EXISTING ELEVATION NO SCALE Q SEARCHED, FOUND NOTHING, SET NOTHING T.B.M. - TEMPORARY BENCHMARK SET ON A GAS METER (GM) ELEVATION = 12.03 FEET CONCRETE SURFACE z 0 ui U W D 0 Z GRAPHIC SCALE 4 Q 4 8 1,6 ( IN FEET ) / 1 INCH = 8 FT. IN m M Qm M It ❑ Ll LL J I sJ Q Q W � U L7 v1 y U U❑ Z I Q Ln _ Wm N mm X Z W ® ❑v< �I� 11.39 L9 ZW (12.06) n O FF Z Z 11.88)TC FFG (34.17) 37.52) CHIMNEY TOP (34.13) > _ ❑ a (11.43)FL ROOF EXISTING ROOF (11.46) EG j 29 40 BUILDING 29.30 29.33 j (29 40) EAVE13.16 AVE(10.07) N 12.17) ���������������������������������������������/���� ��/������ TF U v1j AC 0o 11.55 11.92 12.20 N29000'00"E 90.00' 17.69 11.44 TW 25.77 FS (13.05)TF (0 ? p 0 EG (11.92)TC (11.46)FL o 12'06 ES 5.5 TALL 12.21 12.,,42) 12.40 11.54) PROPERTY FS (12,_42) FS FS LINE TOB r(10.85)FS 17.44 10.45 TW FS (7.39)TB PROPERTY a W I CURB & WALL FS / 10.96 F LINE (7.03) (7.24) m GUTTER ������ (35.70) 29.56 % o (13.01)TF TD TD o LL o 11.90 TC j 29.60 (12 50) CHIMNEY TOP EAVE j (10.03)FS pj 00 z o U v3 p v3 (11.47)FL rn j EAVE FF j °� % 10.03 N 7.40 TB (V w z Q Y Q o Z (12.21) 11 .57 of j �O� ��� j FS •• (7.26) TD.09) TD (5.90) TD 5.71 ¢ o 0 U :II Ln r o = v m ACPROPERTY N a / (12.11) j (34.14) / 11.56 j TD TD LINE AC PAVEMENT 11.61) ( a o w FFG % RIDGE EXISTING o M O �j BUILDING �O FF 10.44 i' FS a p m 7.25 ( ) TD LD.04) EG 11.45 0 0% ro LJVO❑ /J % o j O IM o � oM o ❑ (5 87) DOCK ❑ (12.03)L o a % 20-0094300 j a " � TD I GM j LJIIU o U� Ei , cQ Z (2.10) 7.32 (5.87) (11 .98)TC j (29.58) (12.04) 29.58 j (10.37) SAND BULKHEAD TD TD SURVEYOR'S NOTES (11.53)FL (11.64) �7���������������������������������%.���������������������/ F (�0�. 14) (13. 16)TF SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY (o EG 12.07 6 TALL 12.25 11.77 10.9FS 7.40 TB CORNERS OR OFFSETS BEFORE STARTING GRADING. L _N_29_°0_0'00"E_22.5_0' AM, TW FS1.39 (� I (11.83)TC 12.01 12.30 PROPERTY 13.02 N29°00'00"E 90.00' 12.07 15.26 PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. N (12.27) 11 .57)FIL ^� FS FS LINE FS FS ^N TW v L� AC 11 .65) (14.85)TF EG O 57 31.48 (31.44) (� i (21.67) EAVEEAVE EAVE 22.07 j Fg v EAVE i (11.85)FS Q m ID EAVE FF EXISTING (3 U ' 12.31 BUILDING RIDGE 21.83 EAVE 15.32 TF (U) Z FFG 35.50 o �� (12.32)FS (36.27) 14.93 TF O T RIDGE RIDGE (11.93)FS - U 22.5' J W Q Q O 00 N � W Z 10/23/2017 spy PAUL PAUL D. CRAFT, P.L.S. 8516 DATE 0MINi°� m LICENSE RENEWAL DATE 12/31/18 cl P G o v 1 Q NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE 'm No. 8516 A STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A Exp. 12/31/18 LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE w F PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING °F cnuF� DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION ~ 15 REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE w CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, 1i EITHER EXPRESSED OR IMPLIED. 10- SHEET NO. 1 1 of S2 L0 0