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HomeMy WebLinkAbout07_Patternson Residence Coastal Development Permit_PA2018-068CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Patterson Residence (PA2018-068) Coastal Development Permit No. CD2018-029 SITE LOCATION: 304 and 304-'/2 36th Street APPLICANT: Bill Caskey + Associates, Inc. OWNER: Andrew Patterson PLANNER: Liane Schuller, Contract Planner 949-644-3237, Ischuller@newportbeachca.gov LAND USE AND ZONING June 28, 2018 Agenda Item No. 7 • General Plan: RT (Two -Unit Residential) • Zoning District : R-2 (Two -Unit Residential) • Coastal Land Use Category: RT -E (Two -Unit Residential, 30.0 - 39.9 DU/AC) • Coastal Zoning District: R-2 (Two -Unit Residential) PROJECT SUMMARY The applicant requests a coastal development permit (CDP) to allow the demolition of an existing residential duplex and construction of a new three-story, 3,207 -square -foot residential duplex, including two attached garages and two carports. The proposed development includes landscape, hardscape, and subsurface drainage facilities all within the confines of private property. The design complies with all applicable development standards and no deviations are requested. All improvements are shown on the attached project plans (Attachment No. ZA 4). 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. CD2018-029 (Attachment No. ZA 1). 1 Patterson Residence (PA2018-068) Zoning Administrator, June 28, 2018 Page 2 Land Use and Development Standards • The project is located in the R-2 Zoning District, which allows a maximum of two residential dwelling units on a single legal lot containing a minimum of 2,000 square feet in area. The project is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required and the project is not eligible for a Waiver for De Minimis Development as the project is located in the Appeal Area. • The property consists of one legal lot containing an existing residential duplex. The neighborhood is predominantly developed with one- and two-story residential structures. Newer residences in the zoning district may have a rooftop deck and a partial third story. The design, bulk, and scale of the proposed development is consistent with the anticipated neighborhood pattern of development. • The proposed duplex and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below: — Table 1 — Development Standards Development Standard Standard Proposed Setbacks min. Front(along 36`h Street 5 feet 5 feet Sides 3 feet 3 feet Rear aIle 5 feet 5 feet Floor Area 3,230 square feet 3,207 square feet Open Volume Area None required for lots 25-0" or less in width N/A Allowable Third Floor Area No restriction for lots 25-0" or less in width 566 square feet Parking 2 per unit: one garage and one covered 2 per unit; one garage and one carport Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The project site is located approximately 200 feet from the Rialto Channel and is separated from the water by other developed residential lots and public rights-of-way. • The finished first floor elevation of the interior living area of proposed residence is 9.00 feet based on the North American Vertical Datum of 1988 (NAVD88) elevation standard, which complies with the minimum required 9 -foot (NAVD88) elevation standard. The finished floor elevation of the garage (i.e., not living area) is 7.10 feet (NAVD88). M Patterson Residence (PA2018-068) Zoning Administrator, June 28, 2018 Page 3 • 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 that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution of runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated based upon the location and elevation of the property. • The property is not located on the shoreline nor is it located within 100 feet of coastal waters. 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. Public Access • The project site is not located between the nearest public road and the sea or shoreline, and the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. • The residential lot does not currently provide nor does it inhibit public coastal access. Public coastal access to the channel is provided at multiple street ends throughout the neighborhood and to the public beach area via 36th Street. • The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on a coastal lot and will replace an existing residential duplex with a new residential duplex that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public views. 3 Patterson Residence (PA2018-068) Zoning Administrator, June 28, 2018 Page 4 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 and location of limited numbers of new, small facilities or structures including a duplex or similar multi -family residential structures totaling no more than four dwelling units in a residential zone. The proposed project consists of the demolition of an existing residential duplex, and the construction of a new three-story, 3,207 -square -foot, duplex, including two attached garages and two carports in the R-2 Zoning District. 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 NBMC. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: LOne Schuller Contract Planner RU/Is Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Description and Justification ZA 4 Project Plans 0 Attachment No. ZA 1 Draft Resolution 5 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH, CALIFORNIA APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-029 TO DEMOLISH AN EXISTING RESIDENTIAL DUPLEX AND CONSTRUCT A NEW THREE-STORY DUPLEX WITH TWO ATTACHED GARAGES AND TWO CARPORTS AT 304 AND 304- 1/, 36TH STREET (PA2018-068) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Bill Caskey + Associates, Inc. ("Applicant') on behalf of Andrew Patterson, the property owner, with respect to property located at 304 and 304-'/z 3611 Street, requesting approval of a coastal development permit ("CDP"). 2. The property is legally described as Lot 3 in Block 235 of Tract 418, in the City of Newport Beach, County of Orange, State of California. 3. The Applicant proposes to demolish an existing residential duplex and construct a new three-story, 3,207 -square -foot residential duplex, including two attached garages and two carports. The project will include hardscape, landscape, and subsurface drainage facilities all located within the confines of private property. The design complies with all applicable development standards and no deviations are requested. 4. The subject property is designated RT (Two -Unit Residential) by the General Plan Land Use Element and is located within the R-2 (Two -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RT -E (Two -Unit Residential, 30.0 — 39.9 DU/AC) and the property is located within the R-2 (Two -Unit Residential) Coastal Zone District. 6. A public hearing was held on June 28, 2018, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. 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. 0 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 7 2. Class 3 exempts the construction and location of limited numbers of new, small facilities or structures including a duplex or similar multi -family residential structures totaling no more than four dwelling units in a residential zone. The proposed project consists of the demolition of an existing residential duplex and construction of a new three-story, 3,207 - square -foot residential duplex, including two attached garages and two carports in the R-2 Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Newport Beach Municipal Code ("NBMC") Section 21.52.015 (Coastal Development Permits, Findings and Decision), 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: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. A. The total proposed floor area, including the residence and enclosed parking, is 3,207 square feet, which complies with the maximum allowable floor area limit of 3,230 square feet. B. The proposed development will provide the minimum required setbacks, which are five (5) feet along the front property line abutting 36th Street, three (3) feet along each side property line, and five (5) feet along the rear property line abutting the alley. C. The highest guardrail is no more than 24 feet and the highest roof ridge is no more than 29 feet, measured from the established grade level of 9.00 feet based on the North American Vertical Datum of 1988 ("NAVD88"), which complies with the maximum height limitation. D. The project includes one enclosed garage parking space and one covered carport for each unit, in compliance with the minimum parking requirement for two -unit residential development. 2. The neighborhood is predominantly developed with one- and two-story residential structures. Newer residences in the zoning district may have a rooftop deck and a partial third story. The design, bulk, and scale of the proposed development is consistent with the anticipated neighborhood pattern of development. 3. The project site is located approximately 200 feet from the Rialto Channel and is separated from the water by other developed residential lots and public rights-of-way. The finished first floor elevation of the proposed residence is 9.00 feet based on the North American 7 Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 7 Vertical Datum of 1988 (NAVD88) elevation standard, which complies with the minimum required 9 -foot (NAVD88) elevation standard. The finished floor elevation of the garage (i.e., not living area) is 7.10 feet (NAVD88) 4. 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. 5. The project design addresses water quality with a construction erosion control plan that outlines temporary Best Management Practices (BMPs) to be implemented during construction to minimize erosion and sedimentation, and to minimize pollution of runoff derived by construction chemicals and materials. No water quality impacts to coastal waters are anticipated based upon the location and elevation of the property. 6. The property is not located on the shoreline nor is it located within 100 feet of coastal waters. 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. 7. New landscaping will be verified for compliance with NBMC Section 21.30.075 (Landscaping). Condition of Approval No. 11 is included to require drought -tolerant, and prohibits invasive, species. Prior to issuance of the building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 8. The property is not located near designated public viewpoints or coastal view roads and will not impact public coastal views. 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 not located between the nearest public road and the sea or shoreline, and the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. 2. The residential lot does not currently provide nor does it inhibit public coastal access. Public coastal access to the channel is provided at multiple street ends throughout the neighborhood and to the public beach area via 36th Street. I Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 7 3. The project site is not located adjacent to a coastal view road, public viewpoint, public park or beach, or public accessway, as identified in the Coastal Land Use Plan. Furthermore, an investigation of the project site and surrounding area did not identify any other public view opportunities. The project site may be located within the viewshed of distant public viewing areas. However, the project is located on a coastal lot and will replace an existing residential duplex with a new residential duplex that complies with all applicable Local Coastal Program development standards and maintains a building envelope consistent with the existing neighborhood pattern of development. Therefore, the project does not have the potential to degrade the visual quality of the Coastal Zone or result in significant adverse impacts to public 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. CD2018-029, 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 28TH DAY OF JUNE, 2018. Patrick J. Alford, Zoning Administrator 0 Zoning Administrator Resolution No. ZA2018-### Pace 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 3. Coastal Development Permit No. CD2018-029 shall expire unless exercised within 24 months from the date of approval as specified in NBMC Section 21.54.060 (Time Limits and Extensions), unless an extension is otherwise granted. 4. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 5. 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. 6. 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. 7. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 8. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 9. Prior to issuance of a building permit, the Applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development Permit 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. 10. Prior to issuance of a building permit, the applicant shall submit a final construction erosion control plan. The plan shall be subject to review and approval by the Building Division. 10 Zoning Administrator Resolution No. ZA2018-### Paqe 6 of 7 11. Prior to the issuance of a building permit, the Applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non- invasive plant species, and water efficient irrigation design. The plans shall be approved by the Planning Division. 12. 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. 13. Prior to the issuance of a building permit, the Applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 14. 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. 15. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 16. 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. 17. 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. 18. 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. 19. 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 Patterson Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2018-029 (PA2018-068). This indemnification shall 11 Zoning Administrator Resolution No. ZA2018-### Paqe 7 of 7 include, but not be limited to, damages awarded against the City, if any, costs of suit, attomeys' 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, attomeys' 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. 12 Attachment No. ZA 2 Vicinity Map 13 VICINITY MAP Coastal Development Permit No. CD2018-029 PA2018-068 304 and 304-1/23611 Street M Attachment No. ZA 3 Project Description and Justification 15 April 20, 2018 Community Development Department / Planning Division 100 Civic Center Drive Newport Beach, CA 92658 Project Description: 304 36'" Street (APN: 423-375-06) We are proposing a three-story duplex (2,375GSF excluding parking) (Total Gross floor area including covered parking 3,280SF) on a 25'-0" X 95-0" (2,375SF) mid block lot in Newport Beach, California. The scope of work will include: The project is a 3 story duplex on a flat lot (minimum grading) with access from a city street (36th ST) and alley for garage parking (2cars enclosed and 2cars under carport). UNIT A: The front unit is 3 levels: 1 st level is a living room and kitchen with one bedroom, full bathroom, laundry and one car garage and one carport. The second level is two bedrooms and two full baths. The third level is a bedroom and partially covered deck and full open to sky deck. UNIT B: The back unit is 3 levels: The first level is a one car garage and one carport. The second level is living room and kitchen with one bedroom, full bathroom and laundry. The third level is one bedroom, one full bath and open to sky deck. Existing fences will remain on the two side property lines The project will demolish an existing Duplex (2,094 SF) FRONT UNIT: 2 bedrooms, 1 full bath, small living room, small galley kitchen BACK UNIT: 2 bedrooms, 1 full bath, small living room, small galley kitchen and shared laundry room with a shared attached Two -car garage (400 SF). Utility extensions for water, gas, sewer, telephone and electric are not required for this project. The project does not require diking, filling, dredging or placement of structures in open coastal waters, wetlands, estuaries or lakes. Sincerely, Bill Caskey+Associates, Inc Bill Caskey Architect / License C-17746 Bill Caskey+Associates 630 Cameo Highlands Drive Corona del Mar, California 92625 (714) 624-7086 10 Attachment No. ZA 4 Project Plans 17 STATE OF CALIFORNIA NOTES 1.0 All work shall conform to the Requirements of Title 24 of the California Administrative Code. See drawings for Energy Compliance Forms. 2.0 Mandatory Energy Conservation Requirements for the State of California: a. All heating, ventilating, air conditioning and water heating equipment shall meet all the requirements of the Applicable Efficiency Standards and shall be certified to the California Energy Commission. b. A two-stage thermostat, which controls the supplementary heat on its second stage, is required on heat pumps. c. Thermostats, except those controlling heat pumps, shall be equipped with an automatic setback which the building occupant can program to automatically set back the thermostat. Set points for thermostat must be at least two periods in 24 hours. d. Equipment which requires preventive maintenance to maintain efficient operation shall be furnished with complete necessary maintenance information. e. All gas-fired fan type central furnaces, gas-fired fan type wall furnaces and cooking appliances shall be equipped with electronic ignition devices. f. All fan systems exhausting air to the outside shall be provide with back draft dampers. g. All transverse duct, plenum and fitting joints shall be sealed with pressure sensitive tape or mastic to prevent air loss and shall be insulated to conform to the provisions of Section 1005 UMC, Latest Edition. h. All manufactured windows and sliding glass doors shall meet the ANSI Air Infiltration Standards, and shall be certified and labeled. i. All swinging doors and windows leading to unconditioned areas shall be fully weather stripped. j. Storage type water heaters and storage and back-up tanks for solar systems shall be externally wrapped with R-12 insulation or greater. CONDOMINIUM CONSTRUCTION NOTES A. AN APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS. B. ALL PENETRATIONS INTO SOUND RATED PARTITIONS ASSEMBLIES OF FLOOR - CEILING ASSEMBLES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. C. ALL RIGID CONDUITS, DUCTS, PLUMBING PIPES, AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED). D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTS SERVING ONLY EXIT WAYS, KITCHEN COOKING FACILITIES AND BATHROOM NEED NOT BE LINED) MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY THAT REQUIRES A SOUND RATING OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR -CEILING ASSEMBLY FROM WITHIN A WALL. E. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER AIR STD. 275. SOUND LEVEL NOT TO EXCEED 50 dBA (55 dBA WITH TIMER, 65 dBA WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE N.B.M.C. LOCATION OF MEASUREMENT TO BE AT 5' ABOVE GRADE AT PROPERTY LINE. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. F. ONLY OUTLET BOXES WILL BE PERMITED IN WALLS OF SOUND RATED CONSTRUCTION. ALL OTHER EQUIPMENT AND DEVICES WHICH INCLUDE RECESSED FIXTURES PANEL BOARDS, HATERS, SOUND PRODUCING EQUIPMENT, ETC. SHALL NOT BE INSTALLED IN THESE SOUND RATED WALLS UNLESS PRIOR APPROVAL HAS BEEN OBTAINED FROM THE STRUCTURAL RESEARCH ENGINEER. G. OUTLET BOXES MAY BE INSTALLED IN THE SOUND RATED WALLS AS FOLLOWS: a. BOXES WHICH PENETRATE THE WALL IN ONE AREA OR OCCUPANCY SHALL NOT BE INSTALLED ON THE SAME STUD OR IN THE SAME SPACE BETWEEN STUDS CONTAINING A BOX WHICH PENETRATES INTO ANOTHER AREA OR OCCUPANCY, ETC., NOT IN THE SAME BAY ELECTRICAL OUTLET BOXES IN OPPOSITE FACES OF SEPARATION WALLS SHALL BE SEPARATED HORIZONTALLY BY 24". BACK AND SIDES OF BOXES TO BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED WITH 2" MINIMUM MINERAL FIBER INSULATION. (TV, PHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES ACCORDINGLY.) b. THERE SHALL BE ONE SOLID STUD BETWEEN OUTLET BOXES c. A SOLID FIRE BLOCKING WILL BE CONSIDERED A SOLID STUD IN ORDER TO PLACE ONE BOX ABOVE THE OTHER IN THE SAME BAY H. OUTLET BOXES SHALL HAVE A DEPTH NOT MORE THAN 1 1/2", SO AS TO ALLOW THE REQUIRED 2" UNCOMPRESSED INSULATION TO BE INSTALLED IN A STANDARD 2" x 4" WALL. ON WALLS OF DEEPER DIMENSIONS, I.E. DOUBLE STUD WALLS, BOXES OF GREATER DEPTHS MAY BE PERMITTED. I. CONDUITS OR RACEWAYS (STUBOUTS) MAY RENETRATE THE SOUND RATED WALLS PROVIDED THE CONDUIT IS COVERED AT THE PENETRATION POINT WITH A PERMANENTLY RESILIENT SEALANT. J. THE REQUIREMENTS FOR OUTLET BOXES INSTALLED FOR TELEVISIONS, TELEPHONE AND THERMOSTATS (ELECTRIC AND PNEUMATIC) SHALL BE THE SAME AS FOR RECEPTACLES OR SWITCHES, PLASTER RINGS, OPEN BACK BOXES OR MOUNTING PLATES SHALL NOT BE PERMITTED IN SOUND RATED PARTITIONS. K. PROVIDE SEPARATE UTILITIES FOR EACH UNIT (POTENTIAL CONDO CONVERSION) 304 36TH STREET NEWPORT BEACH, CA 92660 CODE INFORMATION ALL WORK SHALL BE IN COMPLIANCE WITH THE STATE AND LOCAL CODES, CALIFORNIA STATE BUILDING STANDARDS, CITY OF NEWPORT BEACH MUNICIPAL CODES AND: BLDG. CODE: CBC 2016 (WITH STATE AND LOCAL AMENDMENTS) RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS: CRC 2016 MECHANICAL: CMC 2016 PLUMBING: CPC 2016 ELECTRICAL: CEC 2016 STRUCTURAL: CBC 2016 FIRE/LIFE/SAFETY: CFC 2016 (NATIONAL FIRE PROTECTION ASSOCIATION NATIONAL FIRE CODES AS ADOPTED OR REFERENCED) CA ENERGY CODE: CBC 2016 (TITLE 24, PART 6) GREEN BUILDING STANDARDS CODE: CALGREEN 2016 NEWPORT BEACH MUNICIPAL CODE: NBMC 2016 CITY OF NEWPORT BEACH NOTES Provide fire retardant roof covering of Class A minimum. Provide smoke detectors in each hallway leading to sleeping rooms, each sleeping room of new and existing construction, on top of stairways, and in each story of the project. In new construction the smoke detectors are to be hard wired with battery back up. UBC 310.9.1.4. The detectors shall be interconnected to sound at the same time. Detectors are NOT to be located in kitchen, garage or within 3-0" from door to kitchen, bathroom or supply air registers. Bracing of exterior wall/main interior walls shall conform to methods and locations as specified in Section 2320.11.3 and 2320.11.4, Volume 2, CBC 2016. Water closet recess to be 30" minimum width, 24" clear in front of bowl. Provide a nonabsorbent finish to a minimum height of 70" in shower areas. Provide safety glazing type of glass within 2-0" of doors and as specified in UBC 2406.4. Glass to be etch marked. Provide emergency egress from bedroom per UBC 310.4; 20" wide X 24" high, 5.7 sq.ft. Minimum. Minimum window area 1/10 of the room floor area,'/2 open able in or 1/20 of floor area fully open able, per UBC 1203. Attic vents are a minimum of 1/150 of the attic area. Foundation vents are a minimum of 1/150 of the crawl space area. Provide 22" x 30" attic access to all attics higher than 30", UBC 1505.3 Title 24 Energy Compliance Walls: R-13 Floors: R-19 Ceiling: R-30 Required enclosed parking spaces for two full size cars shall be 17-6" X 19'-0"clear and unobstructed, (9'-3" x 19'-0" for individual cars) Pools, spas, walls, fences, patio covers and other freestanding structures require separate reviews and Permits. Any removal of City of Newport Beach and/or Corona del Mar trees requires prior approval from the General Services Department. Existing sewer lateral to be changed and a clean-out installed at the property line to comply with city standard if any of the following conditions occur: a. Alteration to the building sewer is done. b. Additional plumbing fixtures require increase in size of building sewer line. c. When it is found that the building sewer is installed in an illegal or unsanitary manner. d. If area of structural remodel + addition is greater than 50% of existing area. EXCEPTION: Sewer lateral does NOT have to be replaced if inspected using a camera device and certified by a private inspection agency to be in good condition to the satisfaction of the Utilities Department ( Ed Burt 949-718-3402 ). Sloped ceiling to be 7-6" minimum over 50% (min.) of roof area. Per Chapter 13 of the City of Newport Beach Municipal Code (NBMC), street trees shall be planted along Narcissus Avenue frontage. An approved encroachment permit is required for all work within the public right-of-way. An approved encroachment permit is required for all nonstandard private improvements within the public right-of-way. All utility service connections shall be made underground. Deferred submittals to be reviewed by project architect or engineer of record and certified prior to submittal for plan review. Pedestrian protection adjacent to public way: Distance from structure to property line (SB) Protection SB < 6' Fence & canopy SB < (height of structure/4) Fence & canopy (Structure height/2) > SB > (Structure height/4) Fence only SB > (Structure height/2) None When required, fence and canopy to be constructed per UBC 3303.7.3 and 3303.7.4 PROJECT DIRECTORY ANDREW PATTERSON APEX LAND SURVEYING, INC. 15 CORPORATE PLAZA, SUITE 150 8512 OXLEY CIRCLE NEWPORT BEACH, CA 92660 HUNTINGTON BEACH, CA 92646 TEL: (949) 723-1800 TEL: (714) 488-5006 EMAIL: andrew@pattersoncustomehomes.com ApexLSinc@gmail.com ATTN: ANDREW PATTERSON ATTN: PAUL CRAFT ARCHITECT: TITLE 24 ENERGY COMPLIANCE BILL CASKEY + ASSOCIATES, INC. HERITAGE ENERGY GROUP 630 CAMEO HIGHLANDS DRIVE 470 WALD CORONA DEL MAR, CA 92625 IRVNE, CA 92618 TEL: (714) 624-7086 TEL: (949) 789-7221 FAX: (949) 759-8095 FAX: (949) 789-7222 EMAIL: BJCDESIGN@SBCG LOBAL. NET ATTN: ROLAND GONZALEZ/RUDY SAI ATTN: BILL CASKEY STRUCTURAL: ESI/FME INC. 1800 EAST 16TH STREET, UNIT B SANTA ANA, CA 92701 (714) 835-2800 EMAIL: kamran@esifine.com ATTN: KAMRAN ASKARIAN PUBLIC UTILITIES: CIVIL DZN ENGINEERS 166 MATISSE CIRCLE ALISO VIEJO, CA 92656 TEL: (949) 305-8920 FAX: (949) 305-8929 CEL: (949) 290-3772 ATTN: RONIE DEMA-ALA EMAIL: RLD@DZNE.NET DIG ALERT (800) 227-2600 SOUTHERN CALIFORNIA EDISON (714) 895-0246 SOUTHERN CALIFORNIA GAS (800) 427-2000 CITY WATER & SEWER (949) 644-3011 PACIFIC BELL TELEPHONE (800) 750-2355 SPECTRUM (800) 892-4357 SYMBOLS CONSTRUCTION NOTES WINDOW NUMBER DOOR NUMBER REVISION NUMBER APPLIANCE/FIXTURE NOTE CEILING HEIGHT DETAIL REFERENCE ELEVATION REFERENCE SECTION REFERENCE DEPARTMENT OF PUBLIC WORK NOTES 1.. AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK ACTIVITIES WITHIN THE PUBLIC RIGHT-OF-WAY 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING 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 CLEANOUTS 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. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGH -OF -WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18. 4. 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. 5. 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. 6. EACH UNIT SHALL BE SERVICE BY SEPARATE WATER AND SEWER SERVICE. PROJECT STATISTICS LEGAL DESCRIPTION: LOT 3, BLOCK 235 OF LAKE SECTION, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP SOURCE LAKE TRACT DOCUMENT MM 004 13 DATED 6/7/1905, INCLUSIVE OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY APN: 423-375-06 ZONING DISTRICT: R2 (TWO -UNIT RESIDENTIAL) LOT AREA: 2,375 SQ. FT. (25'X 95') BUILDING DATA/CODE REVIEW: OCCUPANCY: R3/U1 OCCUPANCY SEPARATION: 1 -HOUR TYPE OF CONSTRUCTION: VB FULLY SPRINKLERED CITY ALLOWABLE AREA 2.0 x BUILDABLE AREA (1615 x 2.0) = 3230 SQ.FT. TOTAL (INCLUDES LIVABLE SPACE AND GARAGE) N►." FIRST FLOOR LIVEABLE SPACE 747 GARAGE/CARPORT 415 TOTAL = 1162 SQ. FT. (BUILDING) 1162SQ. FT. (PLANNING) SECOND FLOOR RESIDENTIAL CONSTRUCTION MINIMUM STANDARD LIVEABLE SPACE 1536 TOTAL = 1536 SQ.FT. (BUILDING) 1507 SQ.FT. (PLANNING) THIRD FLOOR COVER SHEET LIVEABLE SPACE: 701 TOTAL = 701 SQ.FT. (BUILDING) 566 SQ.FT. (PLANNING) TOTAL EROSION CONTROL PLAN LIVEABLE SPACE 3207 (INCLUDING GARAGE) 1 OF 1 415 (GARAGE/CARPORT) LIVEABLE SPACE 2792 (NOT INCLUDING GARAGE) SETBACKS FRONT = S-0" REAR = 5-0" SIDES = 3'-0" PARKING SUMMARY 2 SPACES REQUIRED FOR DUPLEX 4 SPACES TOTAL (ONE ENCLOSED GARAGE AND ONE OPEN AIR CARPORT) DEFERRED SUBMITTAL 1. FIRE SPRINKLER SYSTEM (OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. DEFERED SUBMITTAL TO BE CERTIFIED BY PROJECT ARCHITECT PRIOR TO SUBMITTAL) 2. FIRE ALARM SYSTEM 3. PROVIDE A FIRE SPRINKLER SYSTEM THROUGH OUT UNITS "A" AND "B" 4. PROVIDE A LOW VOLTAGE ALARM SYSTEM IN THE UNIT WITH A LOW VOLTAGE PANEL IN UNIT "B" 5. PROVIDE WHOLE BUILDING MECHANICAL SYSTEM FOR NEW HOMES USING METHOD A OR B A. FAN VENTILATION RATE METHOD (ASHRAE SECTION 4.1.1) i. MINIMUM REQUIRED FAN FLOW RATE, QFAN, (CFM) = 1 CFM PER 100 SF OF FLOOR AREA + 7.5 CFM PER OCCUPANT ii. NUMBER OF OCCUPANTS = NUMBER OF BEDROOMS +1 B. TOTAL VENTILATION RATE METHOD (ASHRAE SECTION 4.1.2) I. MINIMUM REQUIRED MECHANICAL VENTILATION RATE, QFAN (CFM) _ QTOT - QINF ii. TOTAL REQUIRED VENTILATION RATE. QTOT (CFM) = 3 CFM PER 100 SF OF FLOOR AREA + 7.5 CFM PER OCCUPANT iii. NUMBER OF OCCUPANTS = NUMBER OF BEDROOMS +1 iv. EFFECTIVE ANNUAL AVERAGE INFILTRATION RATE, QINF (CFM), DETERMINED IN ACCORDANCE WITH ASHRAE STD 62.2 EQUATION 4.6A WHOLE -BUILDING VENTILATION SHALL BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR SYSTEM. NATURAL VENTILATION THROUGH DOORS/WINDOWS OR CONTINUOUS OPERATION OF CENTRAL FORCED AIR SYSTEM AIR HANDLERS USED IN CENTRAL FAN INTEGRATED VENTILATION SYSTEMS ARE NOT A PERMISSIBLE METHODS OF PROVIDING WHOLE -BUILDING VENTILATION, BEES 150(o), EXC 5 TO 150.2(a) & ASHRAE STD 62.2 'fir' a� Chsnrre� 6� Puce P Perk .0 ,, A �s a� VICINITY MAP p C f1a;l)�3 Cot, �= �` 3 cbl{- 0 Charinel P7 _ % PROJECT 5` LOCATION n0 4 u r r5 ea. s �m 8 FYMsY R cf� @ 'Newport Beach 4P0� 32nd St l( Noa, 1�_JL udo Isle "� !y 31 st St -3' "t- `b 30th SI. � 29th St _0�n - q C: lop J_ I . PROJECT DESCRIPTION NEW DUPLEX UNITS FRONT UNIT -A HAS THREE BEDROOMS, LIVING ROOM, KITCHEN AND THREE BATHROOMS THE REAR UNIT -B HAS THREE BEDROOMS. LIVING ROOM, KITCHEN, AND TWO BATHROOMS DEMOLISH A DUPLEX WITH 2 BEDROOMS, 1 BATHROOM, A SMALL GALLEY KITCHEN, SMALL LIVING AREA AND A SHARED GARAGE/LAUNDRY FACILITY IN EACH RESIDENCE (2,094 SQFT WITH 400 SQFT GARAGE) DRAWING INDEX T-1.0 TITLE SHEET, DRAWING INDEX, ABBREVIATIONS CODE A-1.0 INFORMATION, PROJECT DESCRIPTION, & VICINITY MAP T-1.1 GENERAL NOTES RCMR - 1.0 RESIDENTIAL CONSTRUCTION MINIMUM STANDARD GRN -1.0 GREEN SHEETS CIVIL DOOR AND WINDOW SCHEDULES AND DETAILS G-01 COVER SHEET G-02 PRECISE GRADING PLAN G-03 GRADING DETAILS G-04 EROSION CONTROL PLAN G-05 SOILS REPORT RECOMMENDATIONS 1 OF 1 SURVEY (APEX) ARCHITECTURAL A-0.0 SITE PLAN, SURVEY PLAN AND DETAILS A-1.0 FIRST AND SECOND FLOOR PLANS A-2.0 THIRD FLOOR AND ROOF PLANS A-3.0 EXTERIOR ELEVATIONS A-4.0 SECTIONS A-5.0 DOOR AND WINDOW SCHEDULES AND DETAILS A-6.0 DETAILS A-6.1 DETAILS STRUCTURAL SGN GENERAL NOTES 0 SGN 2 DETAIL S FO DATION PLAN S2 FRAMING PALN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS FD1 FOUNDATION DETAILS AD2 FOUNDATI N ET IL HF) -01 HARDY FRAME DETAILS HFX-02 HARDY FRAME ANCHORAGE DETAILS QA1 QUALITY ASSURANCE QA2 QUALITY ASSURANCE QA3 QUALITY ASSURANCE T-24 T-24.1 a TITLE 24 ENERGY COMPLIANCE SHEET T-24.1 b TITLE 24 ENERGY COMPLIANCE SHEET T-24MM TITLE 24 ENERGY COMPLIANCE SHEET. MANDATORY MEASURES AREA CALCULATION A-1.0 LEVELS 1 & 2 A-2.0 LEVEL 3 BILL CASKEY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 DRAWING INDEX, PROJECT DESCRIPTION, CODE INFORMATION, VICINITY MAP AND ABBREVIATIONS DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: T-1.0 The soil report information for proposed new residence at 304 36st. Street, Newport Beach California Coast Geotechnical 14747 Artesia Blvd., Suite 1-D La Mirada, Ca 90638 Tel: (714) 521-0169 or(714)521-2827 Fax: (714) 521-0179 W.O. 550418-01, Dated March 07, 2018 Soil Engineer to review and approve foundation and grading plan for the new residence. NOTE: W 1. SEE DNZE DOCUMENTS G-01, G-02, G-03, G-04 & G-05 1 A-3.0 2. REQUIRED SETBACK WILL BE MESURED FROM D PROPERTY LINE TO THE FINISH MATERIALS 1 Al .' HIGH WALL MAX 85'-0" OF 6'-0" HIGH FENCE 3 N REAR SETBACK 2 R @ 6" SEE DETAIL 24/A-6.0 FOR ACCESSORY STRUCTURE 6.36 AT c T @ V-0" � D ON SIDE SETBACK SIDEWALK 8.40 6.57 PROPERTY LINE 95.00 SEE DETAIL 24/A-6.0 FOR ACCESSORY STRUCTURE ON REAR SETBACK SEE DETAIL 23/A-6.0 FOR I LULL JIL 1 � 1 � � � � � � 1 ACCESSORY STRUCTURE � 1� ON FRONT SETBACK 7.06 0 GARAGE F.F. 7.25 SLOPE _ LU TOP OF WALL FA U 4 Uj U LLI ry—(12") AT 9.92 F- — z co C/) w ❑® w LU c- a- 0 - J z o p J LIVING ROOM ❑®a Q wo 0- LL F.F. 9.00 — — 721 4 CY) N 300 O O / O i0 PARKING FOR TWO CARS A-3.0 1 J 6.67 6W AT SIDEWALK 26-0" WIDE TRENCH DRAIN GARAGE SLOPE _ (SEE CIVIL DRAWINGS) F.F. 7.25 0 OUTLINE OF BAY co WINDOW ABOVE 7.06 21'-6" (MIN.) 5'-0" MIN. SETBAC 1 5'-0" MIN. I ZL SETBACK T T I TRASH C AREA PROPERTY LINE 6.60 AT SEE DETAIL 24/A-6.0 FOR SIDEWALK Al ACCESSORY STRUCTURE ON SIDE SETBACK 6.70 2 A-3.0 E NQRr�i D SITE PLAN SCALE: 1/4" = 1'-0" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net I i -dU- I'd CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 SITE PLAN DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: T -TD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-0,0 ?0 wr O O OA4_30 0 205 19 i w CLOSET -- C1 --- A-6.0 O g o_ 41-61 15 A14.0 v OA A-4.0 A-3.0 SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" a 18'-10" EQ 12'-0" EQ ' 3 1 A-3.0 PROPERTY 25.00 DN n PATIO ELEV. = 8.92 DN O O 108 mm p i i W I - r-• 2 1 1 0 - `I'� LIVING ROOM I O' 22 ! 4 1 0 A-6.0 n - I I 0 = D2 D3 I ELEV. = 9.00 �~ m O I I N w 1 100 ELEV. = 8.401 6) �1 1 b> C8 ' I 6-0" I - N � i KITCHEN OG10 D ® O A o 7 A 3 B E o_ 3'-41 3'-2, C N 3'-0" CLR. LLb _ W 103 3'-0„ A N b 8 w 30" MIN. 104 ! W ! N^\ n (BEDROOM 1 I wr v m N O J m A m Al � 102 ELEV. = 9.00 � UP O = 22 1.4 G6 G4 ELEV. = 7.25 GARAGE -A 19 6'-6" G9) 5,-4„ � 19 (__ A-6. I I I Ll UP - 3'-0" 2 A-6.0 Cat 9 A-6.0 10 A-6.0 101 ELEV. = 7.25 GARAGE -B w u F- N � �= N z z 0 ' 0 8'-6" MIN. CLR. 8'-6" MIN. CLR. P FF 109 G11 G11 110 F I I> I) 8'-0" I r)2" 1 D I) 8'-0" 1 11 G8 w w 8" 17'-6" MIN. CLR. it G4 16'-0' CLR. 91-51191-511 3'-1" 18'-10" 25'-0" OA A-4.0 A-3.0 FIRST LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 1'-5" 1 6 i O 6 cn D n i w DN b o_ ELEV. 9.00 UP I � � -LEV. = 8.40! o UN I i I w I 0 G1 � w w I G6 G3 3'-1" I cn m D n s I O FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL 1 A5 EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES 81 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F.) B2 LOWER CABINET 63 BUILT-IN CABINET 84 LINEN CABINET 85 DEC-O-TEX FLOORING PER ICBO #1757 B6 CLOSET SHELF 67 BAY WINDOW WITH SEAT AT 18" A.F.F. C STAIRS AND HANDRAIL NOTES Cl 12 RISERS AT 7.53" AND 11 TREADS AT 11" C2 13 RISERS AT 7.71" AND 12 TREADS AT 11" C3 13 RISERS AT 7.66" AND 12 TREADS AT 11" C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 C9 3 RISERS AT 7.53" AND 2 TREADS AT 11" NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B. GUARD HEIGHT SHALL BE A MINIMUM OF 42", R312.1 C. OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF A 4" DIAMETER SPHERE, R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING. PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED GAS FIREPLACE WITH DIRECT VENT, SEALED COMBUSTION TYP, CAL GREEN R4.503.1, ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER D6 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 1 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 A-3.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK B F3 BATHTUB WITH SHOWER A-4.0 F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 ACPRO GAS FURNACE (MODEL: 94G1UH070BP12) G10 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) Gl1 GARAGE DOORS ARE AU GMAT CROLL-UP D RS G12 25'-0" WIDE TRENCH DRAIN (SEE CIVIL DRAWINGS Al G GENERAL NOTES A-4.0 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PE CBC 708 1 2. PARKING GARAGE: BUILDING ACCESS OR STORAGE MAY BE LOCATED BELOW THE BASE FLOOD ELEVATION (BFE) PROVIDED THE FLOOR ELEVATION IS ABOVE ADJACENT GRADE. PROVIDE TWO OPENINGS, BOTTOM OF OPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETE CURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT AREA. NBMC 15.5.200(d) 3. ALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (k) 4. EXTERIOR WALLS OF DWELLINGS CLOSER THAN 3 FT (SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1 -HR FIRE -RESISTANCE -RATED CONSTRUCTION, TABLE 8302.1 (1) AND (2) 'ER NBMC SECTION 20.40.090 DIRECTOR MAY APPROVE A REDUCED GARAGE WIDTH F 'LEX UNITS WHEN TWO SEPARATE SINGLE CAR GARAGES ARE PROPOSED SIDE BY SII D THE APLICANT HAS PROPOSED THE MAXIMUM WIDTH POSSIBLE ALL DIMENSIONS ARE TO FINISH SURFACES SOUND INSULATION 1. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL. 2. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS OF FLOOR -CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED) 4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT. WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR -CEILING ASSEMBLY WITHIN A WALL. Al 6. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55 DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. WAL LEGEND EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL WITH BATT INSULATION-F171717171-1- x NSULATION -F1717171T1T L4 -HR FIRE RATED STUDWALLWITH RIGID INSULATION 2x6 STUD WALL AT POCKET DOORS, TYP. INTERIOR 2x4 STUD WALL / 2x6 1 -HR FIRE RATED DEMISING WALL Ll APPLIANCE SCHEDULE SYMBOL # DESCRIPTION MODEL NO. SIZE (W x H x D) A REFRIDGERATOR/FREZER GE MONOGRAM 42" x 84" x 24" B RANGE WITH OVEN GE MONOGRAM C DISHWASHER GE MONOGRAM 23" x 34" x 22" D DOUBLE SINK (SS-UNDERMOUNT) 33" x 12" x 20" E VENT -A HOOD/MICROWAVE GE MONOGRAM 30" x 8" x 12" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net I I _du_ I'd ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 FIRST & SECOND LEVEL FLOOR PLANS DESCRIPTION DATE CDP SUBMITTAL Q 03-16-18 PLAN CHECK SUBMITTAL Q 04-11-18 CARPORT -A 04-23-18 o ¢ 0 8" 17'-6" MIN. CLR. it G4 16'-0' CLR. 91-51191-511 3'-1" 18'-10" 25'-0" OA A-4.0 A-3.0 FIRST LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 1'-5" 1 6 i O 6 cn D n i w DN b o_ ELEV. 9.00 UP I � � -LEV. = 8.40! o UN I i I w I 0 G1 � w w I G6 G3 3'-1" I cn m D n s I O FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL 1 A5 EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES 81 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F.) B2 LOWER CABINET 63 BUILT-IN CABINET 84 LINEN CABINET 85 DEC-O-TEX FLOORING PER ICBO #1757 B6 CLOSET SHELF 67 BAY WINDOW WITH SEAT AT 18" A.F.F. C STAIRS AND HANDRAIL NOTES Cl 12 RISERS AT 7.53" AND 11 TREADS AT 11" C2 13 RISERS AT 7.71" AND 12 TREADS AT 11" C3 13 RISERS AT 7.66" AND 12 TREADS AT 11" C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 C9 3 RISERS AT 7.53" AND 2 TREADS AT 11" NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B. GUARD HEIGHT SHALL BE A MINIMUM OF 42", R312.1 C. OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF A 4" DIAMETER SPHERE, R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING. PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED GAS FIREPLACE WITH DIRECT VENT, SEALED COMBUSTION TYP, CAL GREEN R4.503.1, ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER D6 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 1 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 A-3.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK B F3 BATHTUB WITH SHOWER A-4.0 F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 ACPRO GAS FURNACE (MODEL: 94G1UH070BP12) G10 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) Gl1 GARAGE DOORS ARE AU GMAT CROLL-UP D RS G12 25'-0" WIDE TRENCH DRAIN (SEE CIVIL DRAWINGS Al G GENERAL NOTES A-4.0 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PE CBC 708 1 2. PARKING GARAGE: BUILDING ACCESS OR STORAGE MAY BE LOCATED BELOW THE BASE FLOOD ELEVATION (BFE) PROVIDED THE FLOOR ELEVATION IS ABOVE ADJACENT GRADE. PROVIDE TWO OPENINGS, BOTTOM OF OPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETE CURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT AREA. NBMC 15.5.200(d) 3. ALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (k) 4. EXTERIOR WALLS OF DWELLINGS CLOSER THAN 3 FT (SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1 -HR FIRE -RESISTANCE -RATED CONSTRUCTION, TABLE 8302.1 (1) AND (2) 'ER NBMC SECTION 20.40.090 DIRECTOR MAY APPROVE A REDUCED GARAGE WIDTH F 'LEX UNITS WHEN TWO SEPARATE SINGLE CAR GARAGES ARE PROPOSED SIDE BY SII D THE APLICANT HAS PROPOSED THE MAXIMUM WIDTH POSSIBLE ALL DIMENSIONS ARE TO FINISH SURFACES SOUND INSULATION 1. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL. 2. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS OF FLOOR -CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED) 4. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT. WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE FLOOR -CEILING ASSEMBLY WITHIN A WALL. Al 6. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 50 DBA (55 DBA WITH TIMER; 65 DBA WITH TIMER AND NEIGHBOR'S CONSENT) PER SECTION 10.26.045 OF THE NBMC. LOCATION OF MEASUREMENT TO BE AT ADJACENT PROPERTY PATIO OR OPENING. LOCATE EQUIPMENT IN EQUIPMENT WELL ON ROOF IF NECESSARY. WAL LEGEND EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL WITH BATT INSULATION-F171717171-1- x NSULATION -F1717171T1T L4 -HR FIRE RATED STUDWALLWITH RIGID INSULATION 2x6 STUD WALL AT POCKET DOORS, TYP. INTERIOR 2x4 STUD WALL / 2x6 1 -HR FIRE RATED DEMISING WALL Ll APPLIANCE SCHEDULE SYMBOL # DESCRIPTION MODEL NO. SIZE (W x H x D) A REFRIDGERATOR/FREZER GE MONOGRAM 42" x 84" x 24" B RANGE WITH OVEN GE MONOGRAM C DISHWASHER GE MONOGRAM 23" x 34" x 22" D DOUBLE SINK (SS-UNDERMOUNT) 33" x 12" x 20" E VENT -A HOOD/MICROWAVE GE MONOGRAM 30" x 8" x 12" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net I I _du_ I'd ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 FIRST & SECOND LEVEL FLOOR PLANS DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-1 00 20 AL 3 A-44 .0 A ROOF PLAN SCALE: 1/4" = V-0" 15 12 15 1 2 A-3.0 A-3.0 IA-4.0 NOTE: SOLAR AREA IS LOCATED ON THE WESTSIDE OF ROOF ROOF SPECIFICATIONS GAF ROYAL SOVEREIGN 3 -Tab Fiberglass Asphalt Construction 25 -Year Itd. Transferable Warrantyl 60 mph Itd. Wind Warrantyl Class A Fire Rated - UL 790 ASTM D7158, Class H ASTM D3018 Type 1 ASTM D3161 Type 1, Class F ASTM D34622 ICC Approved Classified in accordance with ICC -ES AC438 ENERGY STAR@ Qualified (U.S. Only)3 Title 24 Compliant3 Rated by the Cool Roof Rating Council (See Details) Meets the Los Angeles Green Building Code (See Details) Solar Reflectance = .0273 Thermal Emittance = .0913 Solar Reflectance Index = 283 SOLAR AREA ROOF CALCULATION: 489 SF x 0.0015 = 73.3875 SF (80 SF MIN SOLAR AREA REQ.) C7 C7 O 35 A 6 4 6 ROOF DECK Z w :2E 0- _R o o N V7 C6 A-6.0 A-6.0 C6 3040 / 100 ROOF DECK OCC. 4 = 30.0 z w 0- 0 O 22.5 GE MONOGRAM o J N U) C 4'-0" 2'-6" 4'-10" 31-0" 4'-0" - - - - 5 UNIT "A" - - - - - - - - - - - G10 - - - A-6.0 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 14 60.4 CFM 305 A-6.0 SLOPE= DN 3=1:2 32 14 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD C4 304 36TH ST. A-6.0 DN o DN 5 SOLAR AREA 8'x 10' _ A-6.0 3'-6" 9'-0" 303 v a C6 304 14 COVERED = A-6.0 OPEN DECK � m 2's SLOEE SOLAR AREA 8'x 10' - 41-611 19 A-6.0 302 - G12 A O Al BEDROOM J 301 2'-6" 4'-6" 6) 307 4'-0" 10'-10" 3'-6" a 306 DN � SLOPE= �T D C 3:12 DN 37 38 DN 300 �J G10 14 A-6.0 4'-0" 10" 21-0" 21-611 4'-0" 5 A-6.0 z w n- o O N (n ROOF DECK C6 q 6 C6 A-6.0 A-6.0 z W g 0- _80 0 0 N (n ROOF DECK A-44 .0 A ROOF PLAN SCALE: 1/4" = V-0" 15 12 15 1 2 A-3.0 A-3.0 IA-4.0 NOTE: SOLAR AREA IS LOCATED ON THE WESTSIDE OF ROOF ROOF SPECIFICATIONS GAF ROYAL SOVEREIGN 3 -Tab Fiberglass Asphalt Construction 25 -Year Itd. Transferable Warrantyl 60 mph Itd. Wind Warrantyl Class A Fire Rated - UL 790 ASTM D7158, Class H ASTM D3018 Type 1 ASTM D3161 Type 1, Class F ASTM D34622 ICC Approved Classified in accordance with ICC -ES AC438 ENERGY STAR@ Qualified (U.S. Only)3 Title 24 Compliant3 Rated by the Cool Roof Rating Council (See Details) Meets the Los Angeles Green Building Code (See Details) Solar Reflectance = .0273 Thermal Emittance = .0913 Solar Reflectance Index = 283 SOLAR AREA ROOF CALCULATION: 489 SF x 0.0015 = 73.3875 SF (80 SF MIN SOLAR AREA REQ.) C7 C7 O 35 A 6 18'-10" A A-4.0 A THIRD LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 6 15 C7 FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL A5 EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES 81 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F.) B2 LOWER CABINET 63 BUILT-IN CABINET 84 LINEN CABINET 85 DEC-O-TEX FLOORING PER ICBO #1757 B6 CLOSET SHELF 67 BAY WINDOW WITH SEAT AT 18" A.F.F. C STAIRS AND HANDRAIL NOTES C1 12 RISERS AT 7.53" AND 11 TREADS AT 11" C2 13 RISERS AT 7.71" AND 12 TREADS AT 11" C3 13 RISERS AT 7.66" AND 12 TREADS AT 11" C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 C9 3 RISERS AT 7.53" AND 2 TREADS AT 11" NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B. GUARD HEIGHT SHALL BE A MINIMUM OF 42", R312.1 C. OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF A 4" DIAMETER SPHERE, R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING. PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED GAS FIREPLACE WITH DIRECT VENT, SEALED COMBUSTION TYP, CAL GREEN R4.503.1, ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER 06 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 NOT USED G10 ACPRO AC (4AC14L36P-6,7) G11 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(o), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) G12 ACPRO GAS FURNACE (MODEL: 95G1UH070BP12) GENERAL NOTES 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 2. ALL DIMENSIONS ARE TO FINISH SURFACES VENTILATION CALCULATION FAN VENTILATION RATE METHOD (ASHRAE SECT. 4.1.1) UNIT "A" 4 6 UNIT "8" C6 A-6.0 A-6.0 C6 3040 / 100 ROOF DECK OCC. 4 = 30.0 z w 0- 0 O 22.5 GE MONOGRAM o J N U) C 4'-0" 2'-6" 4'-10" 31-0" 4'-0" - - - - 5 UNIT "A" - - - - - - - - - - - G10 - - - A-6.0 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 14 60.4 CFM 305 A-6.0 DN 32 14 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD C4 304 36TH ST. A-6.0 DN o DN 5 A-6.0 3'-6" 9'-0" 303 v a C6 304 14 COVERED A-6.0 OPEN DECK � m 2's 41-611 19 A-6.0 302 G12 A O Al BEDROOM J 301 2'-6" 4'-6" 6) 307 4'-0" 10'-10" 3'-6" a 306 DN � �T D C C3 DN 37 38 DN 300 �J G10 14 A-6.0 4'-0" 10" 21-0" 21-611 4'-0" 5 A-6.0 z w n- o O N (n ROOF DECK C6 q 6 C6 A-6.0 A-6.0 18'-10" A A-4.0 A THIRD LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 6 15 C7 FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL A5 EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES 81 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F.) B2 LOWER CABINET 63 BUILT-IN CABINET 84 LINEN CABINET 85 DEC-O-TEX FLOORING PER ICBO #1757 B6 CLOSET SHELF 67 BAY WINDOW WITH SEAT AT 18" A.F.F. C STAIRS AND HANDRAIL NOTES C1 12 RISERS AT 7.53" AND 11 TREADS AT 11" C2 13 RISERS AT 7.71" AND 12 TREADS AT 11" C3 13 RISERS AT 7.66" AND 12 TREADS AT 11" C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 C9 3 RISERS AT 7.53" AND 2 TREADS AT 11" NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B. GUARD HEIGHT SHALL BE A MINIMUM OF 42", R312.1 C. OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF A 4" DIAMETER SPHERE, R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING. PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED GAS FIREPLACE WITH DIRECT VENT, SEALED COMBUSTION TYP, CAL GREEN R4.503.1, ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER 06 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 NOT USED G10 ACPRO AC (4AC14L36P-6,7) G11 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(o), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) G12 ACPRO GAS FURNACE (MODEL: 95G1UH070BP12) GENERAL NOTES 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 2. ALL DIMENSIONS ARE TO FINISH SURFACES VENTILATION CALCULATION FAN VENTILATION RATE METHOD (ASHRAE SECT. 4.1.1) UNIT "A" ❑ APPLIANCE SCHEDULE UNIT "8" DESCRIPTION 3040 / 100 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 22.5 GE MONOGRAM 60.4 CFM C 52.9 CFM TOTAL VENTILATION RATE METHOD (ASHRAE SECT. 4.1.2) UNIT "A" UNIT "B" E 3040 / 100 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 22.5 60.4 CFM 52.9 CFM WALL LEGEND EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL WITH BATT INSULATION 2x4 1 -HR FIRE RATED STUD WALL WITH RIGID INSULATION INTERIOR 2x6 STUD WALL AT POCKET DOORS, TYP INTERIOR 2x4 STUD WALL 2x61 -HR FIRE RATED DEMISING WALL ❑ APPLIANCE SCHEDULE SYMBOL # DESCRIPTION MODEL NO. SIZE (W x H x D) A REFRIDGERATOR/FREZER GE MONOGRAM 42" x 84" x 24" B RANGE WITH OVEN GE MONOGRAM C DISHWASHER GE MONOGRAM 23" x 34" x 22" D DOUBLE SINK (SS-UNDERMOUNT) 33" x 12" x 20" E VENT -A HOOD/MICROWAVE GE MONOGRAM 30" x 8" x 12" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net I I -du- I'd CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 THIRD LEVEL FLOOR PLAN ROOF PLAN DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-2.0 GENERAL NOTES: AO RAILING REQUIRED TO BE OPEN GLASS,WROUGHT IRON, ETC. NO SOLID RAIL (42" HIGH MIN.), SEE DETAIL 15/A-6.0 © HEIGHT CERTIFICATION REQUIRED Al 0 (V THIRD FLOOR UNIT B) 27.00 ch�v 0 -$ SECOND FLOOR UNIT 17.3958 SOLAR AREA SOLAR AREA 22'-6" EAVE OVERHANG 2'-0" I OOPEN A any 12fl I I – – – - ------------------------------------------------------------ I I ©-�_RID_GE - - - 38.00 __TOP PLATE - - 35.00 m THIRD FLOOR SECOND FLOOR UNIT A - 18.4166 FIRST_FLOOR 9.00 I OPEN OPEN I x � w z J 2'-0" IT -O" EAVE OVERHANG 123 31-211 EAVE 1 OVERHANG ox o< a� m 1 1 w vIAX z J r Of w CL 0 W d RIDGE 38.00-� TOP PLATE 35.00 0 0 CV THIRD FLOOR 28.00 SECOND FLOOR UNIT A) 18.4166 L9 0) FIRST FLOOR 0�b GARAGE 7.10 WEST ELEVATION SCALE: 1/4" = V-0" 1 T-0" EAVE OVERHANG 2'-0" 2'-0" 22'-6" EAVE OVERHANG 111 I I I I A I I I I N I I THIRD FLOOR UNIT B) j- o II----------------------------------------------------------- 27.00 I I OPEN I I I I m I o ------------------------------------------------- SECOND FLOOR UNIT B 17.3958 I r I I I I RIRCF /Au SOUTH ELEVATION 4 SCALE: 1/4" = V-0" I I z I I J O OPEN OPEN 0- 0 I I a I I I I Ll F-1 GARAGE 7.10-~ EAST ELEVATION 2 SCALE: 1/4" = V-0" 12 12 3 � 13 EAVE 6'Fr ]�71 BAY WINDOW 2'-1" DATE I I I I ---------------------------------- PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION L --------------------------------- I ---------------------------------------------------I I ©-�_RID_GE - - - 38.00 __TOP PLATE - - 35.00 m THIRD FLOOR SECOND FLOOR UNIT A - 18.4166 FIRST_FLOOR 9.00 I OPEN OPEN I x � w z J 2'-0" IT -O" EAVE OVERHANG 123 31-211 EAVE 1 OVERHANG ox o< a� m 1 1 w vIAX z J r Of w CL 0 W d RIDGE 38.00-� TOP PLATE 35.00 0 0 CV THIRD FLOOR 28.00 SECOND FLOOR UNIT A) 18.4166 L9 0) FIRST FLOOR 0�b GARAGE 7.10 WEST ELEVATION SCALE: 1/4" = V-0" 1 T-0" EAVE OVERHANG 2'-0" 2'-0" 22'-6" EAVE OVERHANG 111 I I I I A I I I I N I I THIRD FLOOR UNIT B) j- o II----------------------------------------------------------- 27.00 I I OPEN I I I I m I o ------------------------------------------------- SECOND FLOOR UNIT B 17.3958 I r I I I I RIRCF /Au SOUTH ELEVATION 4 SCALE: 1/4" = V-0" I I z I I J O OPEN OPEN 0- 0 I I a I I I I Ll F-1 GARAGE 7.10-~ EAST ELEVATION 2 SCALE: 1/4" = V-0" 12 12 3 � 13 EAVE 6'Fr ]�71 BAY WINDOW 2'-1" EAVE i ) RIDGE -�- 38.00 co TOP PLATE 35.00 1 THIRD FLOOR 28.00 SECOND FLOOR UNIT A 18.4166 w z J r w w 0 w FIRST FLOOR 9.00 �- NORTH ELEVATION SCALE: 1/4" = V-0" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 ELEVATIONS DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-3.0 'Q`� Ll o I LL u u --ii EAVE i ) RIDGE -�- 38.00 co TOP PLATE 35.00 1 THIRD FLOOR 28.00 SECOND FLOOR UNIT A 18.4166 w z J r w w 0 w FIRST FLOOR 9.00 �- NORTH ELEVATION SCALE: 1/4" = V-0" BILL CAS K EY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 ELEVATIONS DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-3.0 22 IG7 ROOF PLAN SCALE: 1/4" = 1'-0" NOTE: SOLAR AREA IS LOCATED ON THE WESTSIDE OF ROOF ROOF SPECIFICATIONS GAF ROYAL SOVEREIGN 3 -Tab Fiberglass Asphalt Construction 25 -Year Itd. Transferable Warrantyl 60 mph ltd. Wind Warrantyl Class A Fire Rated - UL 790 ASTM D7158, Class H ASTM D3018 Type 1 ASTM D3161 Type 1, Class F ASTM D34622 ICC Approved Classified in accordance with ICC -ES AC438 ENERGY STAR@ Qualified (U.S. Only)3 Title 24 Compliant3 Rated by the Cool Roof Rating Council (See Details) Meets the Los Angeles Green Building Code (See Details) Solar Reflectance = .0273 Thermal Emittance = .0913 Solar Reflectance Index = 283 SOLAR AREA ROOF CALCULATION: 489 SF x 0.0015 = 73.3875 SF (80 SF MIN SOLAR AREA REQ.) m l C7 ^' C7 io A 6 [K3 0® ROOF DECK z w 0- 0 o J N Cn 4'-0' ' 2'-6" 4'-10" 3'-0" 305 DN J 5 G10 6.0 14 A-6.0 31 / 1 MENOMONIE D C 4'-6" C6 y cg V W 37 14 10 OSi➢I C6 COVERED OPEN DECK DN i r -i 14 -6.0 4'-0" 10"2'-0' 2'-6" 4'-0" 5 z w g a N O ROOF DECK 4 6 A-6.0 A-6.0 A _ a 4.0 THIRD LEVEL FLOOR PLAN SCALE: 1/4" = V-0" C6 0 FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL A5 EXISTING FENCE ` A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES B1 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F UNIT "A" ROOF DECK B2 B3 LOWER CABINET BUILT-IN CABINET 2 RISERS AT 7.66" AND 1 TREADS AT 11" = 30.4 x ZLL1 84 LINEN CABINET g a = 22.5 REFRIDGERATOR/FREZER N O DEC-O-TEX FLOORING PER ICBG #1757 52.9 CFM - SLOPE 3:12 B6 B7 SOLAR AREA 8'x 10' UNIT "B" SOLAR AREA 8'x 10' ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE SLOPE 3:12 3040 / 100 = 30.4 o.6333x 1'�� = 30.0 Z w C STAIRS AND HANDRAIL NOTES o NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: UI)Z 30 Cl N rn S iAl2S �j/ ROOF DECK 3 3 3 2� C2 C3 1 1RISERS AT 67.65" AND 10 TREADS AT 11" 13 RISERS AT 7.66" AND 12 TREADS AT 11" 7t) L- / L E 2 \ ROOF PLAN SCALE: 1/4" = 1'-0" NOTE: SOLAR AREA IS LOCATED ON THE WESTSIDE OF ROOF ROOF SPECIFICATIONS GAF ROYAL SOVEREIGN 3 -Tab Fiberglass Asphalt Construction 25 -Year Itd. Transferable Warrantyl 60 mph ltd. Wind Warrantyl Class A Fire Rated - UL 790 ASTM D7158, Class H ASTM D3018 Type 1 ASTM D3161 Type 1, Class F ASTM D34622 ICC Approved Classified in accordance with ICC -ES AC438 ENERGY STAR@ Qualified (U.S. Only)3 Title 24 Compliant3 Rated by the Cool Roof Rating Council (See Details) Meets the Los Angeles Green Building Code (See Details) Solar Reflectance = .0273 Thermal Emittance = .0913 Solar Reflectance Index = 283 SOLAR AREA ROOF CALCULATION: 489 SF x 0.0015 = 73.3875 SF (80 SF MIN SOLAR AREA REQ.) m l C7 ^' C7 io A 6 [K3 0® ROOF DECK z w 0- 0 o J N Cn 4'-0' ' 2'-6" 4'-10" 3'-0" 305 DN J 5 G10 6.0 14 A-6.0 31 / 1 MENOMONIE D C 4'-6" C6 y cg V W 37 14 10 OSi➢I C6 COVERED OPEN DECK DN i r -i 14 -6.0 4'-0" 10"2'-0' 2'-6" 4'-0" 5 z w g a N O ROOF DECK 4 6 A-6.0 A-6.0 A _ a 4.0 THIRD LEVEL FLOOR PLAN SCALE: 1/4" = V-0" C6 0 FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL A5 EXISTING FENCE ` A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES B1 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F.F lim HIM WA C6 42" HIGH GUARDRAIL UNIT "A" 1 9 (o B2 B3 LOWER CABINET BUILT-IN CABINET 2 RISERS AT 7.66" AND 1 TREADS AT 11" = 30.4 x v 84 LINEN CABINET LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN = 22.5 REFRIDGERATOR/FREZER B5 DEC-O-TEX FLOORING PER ICBG #1757 52.9 CFM 3 7 0 3 E)7 r L"'lli B6 B7 CLOSET SHELF BAY WINDOW WITH SEAT AT 18" A.F.F. UNIT "B" I ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE (14.q X D- q II,L 3040 / 100 = 30.4 o.6333x 1'�� = 30.0 OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 C STAIRS AND HANDRAIL NOTES 60.4 CFM NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: UI)Z 30 Cl 13 RISERS AT 7.71" AND 12 TREADS AT 11" S iAl2S �j/ q3 3 3 3 2� C2 C3 1 1RISERS AT 67.65" AND 10 TREADS AT 11" 13 RISERS AT 7.66" AND 12 TREADS AT 11" 7t) L- / L E 2 \ C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" EDGE OF THE OPEN SIDE, R312.1 C5 36" HIGH HANDRAIL lim HIM WA C6 42" HIGH GUARDRAIL DIAMETER SPHERE, R312.3 (1XLi) D FIREPLACE NOTES (o 3 D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE I CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING, PER UBC 3102.7.8 C7 6 8> 8 6 C7 m 14 m A-6.0 I �I D2 1 -HR FIRE RATED CHIMNEY WALL ^ D3 PREFABRICATED FIREPLACE (WOOD OR GAS) ANSI Z21.88-2014 (MAJESTIC MODEL 42) D4 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER 2 3 l L y I D6 RAISED HEARTH 18" PLATFORM E CODE NOTES 1 E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 3.0 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING &/OR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL B F BATHROOMS / LAUNDRY NOTES A-4.0 F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 NOT USED C G10 ACPRO AC (4AC14L36P-6,7) G11 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 A-4.0 (a) & ASHRAE STD. 62.2) G12 ACPRO GAS FURNACE (MODEL: 95G1 UH070BP1 2) 15, 9 3 3 X l q- 9 33 � 5X O oW,l ) S-Tt P A7 pvofL 3oD � Im 1b.�23333 0 I S�T>A) rL wuJ� `To LBveI_ 2 -- GENERAL NOTES 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 VENTILATION CALCULATION FAN VENTILATION RATE METHOD (ASHRAE SECT. 4.1.1) UNIT "A" 630 CAMEO HIGHLANDS DRIVE UNIT "B" C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" = 30.4 3 Z v OCC. 4 C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN = 22.5 REFRIDGERATOR/FREZER 60.4 CFM 42" x 84" x 24" 52.9 CFM 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR RATE METHOD (ASHRAE SECT. 4.1.2) UNIT "A" C UNIT "B" GE MONOGRAM ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE (14.q X D- q II,L 3040 / 100 = 30.4 OCC. 4 = 30.0 OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 S?l= AT 30" x 8" x 12" 60.4 CFM NOTE: GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: UI)Z 30 J 2 A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN 30" MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE -"- EDGE OF THE OPEN SIDE, R312.1 B. GUARD HEIGHT SHALL BE A MINIMUM OF 42", R312.1 331 C. OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF A 4' DIAMETER SPHERE, R312.3 (1XLi) D FIREPLACE NOTES (o 3 D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE I CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING, PER UBC 3102.7.8 C7 6 8> 8 6 C7 m 14 m A-6.0 I �I D2 1 -HR FIRE RATED CHIMNEY WALL ^ D3 PREFABRICATED FIREPLACE (WOOD OR GAS) ANSI Z21.88-2014 (MAJESTIC MODEL 42) D4 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER 2 3 l L y I D6 RAISED HEARTH 18" PLATFORM E CODE NOTES 1 E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 3.0 E2 1 -HOUR WALL PER UBC ASSEMBLY 78-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING &/OR BALCONIES E9 DRYER VENT 14'-0" MAX LENGTH TO EXTERIOR WALL B F BATHROOMS / LAUNDRY NOTES A-4.0 F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER F8 WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES G1 ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 NOT USED C G10 ACPRO AC (4AC14L36P-6,7) G11 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 A-4.0 (a) & ASHRAE STD. 62.2) G12 ACPRO GAS FURNACE (MODEL: 95G1 UH070BP1 2) 15, 9 3 3 X l q- 9 33 � 5X O oW,l ) S-Tt P A7 pvofL 3oD � Im 1b.�23333 0 I S�T>A) rL wuJ� `To LBveI_ 2 -- GENERAL NOTES 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 VENTILATION CALCULATION FAN VENTILATION RATE METHOD (ASHRAE SECT. 4.1.1) UNIT "A" 630 CAMEO HIGHLANDS DRIVE UNIT "B" 111111111111111 3040 / 100 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 22.5 REFRIDGERATOR/FREZER 60.4 CFM 42" x 84" x 24" 52.9 CFM TOTAL VENTILATION RATE METHOD (ASHRAE SECT. 4.1.2) UNIT "A" C UNIT "B" GE MONOGRAM 3040 / 100 = 30.4 3040 / 100 = 30.4 OCC. 4 = 30.0 OCC. 3 = 22.5 30" x 8" x 12" 60.4 CFM 52.9 CFM WALL LEGEND + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE EXTERIOR 2x61 -HR FIRE RATED STUD WALL EXTERIOR 2x4 1 -HR STUD WALL INTERIOR 2x4 STUD WALL 2x6 1 -HR FIRE RATED DEMISING WALL 111111111111111 EMAIL: bjcdesign@sbcglobal.net ❑ APPLIANCE SCHEDULE F CANE SYMBOL # DESCRIPTION MODEL NO. SIZE (W x H x D) A REFRIDGERATOR/FREZER GE MONOGRAM 42" x 84" x 24" B RANGE WITH OVEN GE MONOGRAM DESCRIPTION DATE C DISHWASHER GE MONOGRAM 23" x 34" x 22' D DOUBLE SINK (SS-UNDERMOUNT) 33" x 12" x 20" E VENT -A HOOD/MICROWAVE GE MONOGRAM 30" x 8" x 12" BILL CASKEY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net ARPCti v 0�� JO Cqs� r�C� * NO. C 17746 U� F CANE 11-30-19 CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 THIRD LEVEL FLOOR PLAN ROOF PLAN 2,/27/18 DESCRIPTION DATE DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-2.0 GENERAL NOTES: AO RAILING REQUIRED TO BE OPEN GLASS,WROUGHT IRON, ETC. NO SOLID RAIL (42" HIGH MIN.), SEE DETAIL 15/A-6.0 m C? —� 7. 2 0 27.0 SEC 17.3 ,� GAR J UP FOR UNIT—BL UP FOR UNIT—B RIDGE co TOP PLATE 35.00 � THIRD FLOOR 28.00 � SECOND FLOOR UNIT �A 18.4166 SECTION (UNIT -A SCALE: 1/4" = V-0" FIRST FLOOR 9.00 �— RIDGE—�_ 38.00 TOP PLATE__ 35.00 THIRD FLOOR 28.00 SECOND FLOOR UNIT A) �_ 8. 14166 m A FIRST FLOOR �_ 9.00 co,� 0 GARAGE 7.10 SECTION (UNIT -A FRONT STREET / UNIT -13 ALL SCALE: 1/4" = V-0" RIDGE TOP PLATE 35.00 �— �N THIRD FLOOR UNIT B) O_ 27.00 SECOND FLOOR UNIT B) 17.3958 GARAGE d_ 7.10 SECTION (UNIT -13 & CARPORT SCALE: 1/4" = V-0" m Cis b BILL CASKEY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net I I -du- I'd CLIENT ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH. CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 SECTIONS DESCRIPTION DATE CDP SUBMITTAL 03-16-18 PLAN CHECK SUBMITTAL 04-11-18 1 PLAN CHECK REVISION 04-23-18 DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TTD PROJECT NUMBER: 304 36TH ST. SHEET NUMBER: A-4.0 2-4 0 0 OD z LEGEND TITLE REPORT/EASEMENT NOTES BASIS OF BEARINGS �o ® - BLOCK WALL 304 36TH STREET THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 36TH STREET, NEWPORT BEACH, CA 92663 BEING N53044'15"E PER C.R. 2011-3315, RECORDS ON FILE IN THE OFFICE OF THE 4- �O-O- - WOODEN FENCE e Q Q a CONCRETE SURFACE Q (APN: 423-375-06) ORANGE COUNTY SURVEYOR. �9 WROUGHT IRON FENCE (WIF) NO TITLE REPORT PROVIDED. -bro PBGs AC - ASPHALT PAVEMENT CENTERLINE LEGAL DESCRIPTION BENCHMARK INFORMATION 9G F 2G - w EG - EDGE OF GUTTER BRICK SURFACE REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF BENCHMARK NO: U-1415 F SITE o EP - FF - EDGE OF PAVEMENT FINISH FLOOR ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: DESCRIBED BY OCS 2002 - FOUND 3 3\4" NGS BRONZE DISK STAMPED "U 1415 FL - FLOWLINE1988", LOT 3 IN BLOCK 235 OF TRACT LAKE TRACT, THE CITY OF NEWPORT SET IN THE TOP OF A SEAWALL. MONUMENT IS LOCATED IN FS - FINISHED SURFACE BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP THE SOUTHWEST CORNER OF THE INTERSECTION OF CENTER STREET AND THE F` WESTERLY OF THE PROLONGATION OF THE 25 FT. GM - GAS METER RECORDED IN BOOK 4, PAGE 13 OF MISCELLANEOUS MAPS, IN THE NEWPORT CHANNEL, 92- FSG MH - MANHOLEFACE. OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.CENTERLINE OF CENTER STREET AND 0.3 FT. SOUTHERLY OF THE SEAWALL MONUMENT IS SET LEVEL WITH THE SIDEWALK. F NG - NATURAL GROUND PKL - PARKING LIGHT ELEVATION: 9.12 FEET (NAVD88), YEAR LEVELED 2015 SDMH - STORM DRAIN MANHOLE SLPB - STREET LIGHT PULL BOX SMH - SEWER MANHOLE TC - TOP OF CURB z TS - TOP OF STEP WIF - WROUGHT IRON FENCE WM - WATER METER VICINITY MAP WV - WATER VALVE () - EXISTING ELEVATION NO SCALE 0 - SEARCHED, FOUND NOTHING; SET NOTHING - FOUND MONUMENT TBM - TEMPORARY BENCHMARK SET ON A WATER METER (WM) ELEVATION = 100.85 FEET z 0 cl 6` U N w cm O Z NO It It N I I I I mm Q m It 0 0 (31.58)f U (16.94) RIDGE LL - J I w RIDGE I • J Q Q a (6.34)TC o o nLL L'�O� EXISTING z 6.46 ( ) U _�Ua C7 (6.09) AC (5.94)FL r� m � (Ld x•48) FS (6.36) BUILDING �. ����� ��������� :� 6.71 FS 7.96 7.29 (6.97) �� FS (6.8001 FS ° o 2z 0 Lx (6.5 WM FL ) I� 10 U 0 Q 0 W 0 U Z - U7 (6.35)TC cfl n F 3' FENCE PROPERTY LINE b (7.02) 6' FENCE '34" 0 0 X -(5-.93) FL' 7. T TS f - (6.55)NG�' ('') 36°1 95 6' - (6.99)NG-' a (6.86)NG 3) Z 0 V W PROPERTY rR Q LINE (7.37) FS :�A C7 t` EXISTING N6 05)� FS PREP �^ BUILDING A 4LLliQ�� �CSC� Z (6.12) AC (6.42)TC (6.01 )FL �` v LI�JO❑ IJ (21.35) �/� nn ° RIDGE LIVUoIJVLIo �D� (7.51) (6.69)\\\° (28.94) RIDGE EXISTING BUILDING FFG (6 )IN N (6.63) FL 0 � ] O Id FS FS N Of I 3' FENCE a OVERHANG o n �1/7 C909 v I (6.77) 2 C) J(n�Lj LOT °ir � `� ° GRAPHIC SCALEF6.99) v F8.40) (6.74) V FS.54) �� a 4 Q 2 4 8 16 (6.46)TC o o r o OOI FS °(6.87)FS-(6,80)FS (6.65)FS 4 (6.59) (6.50)GM (12,92)TW GM (6.44 )FS o00 �3 I (6.05)FL 1 ( IN FEET) INCH = 8 FT. (6.59) 6.73 PROPERTY LINE 6 FENCE FS N36°1936"W 9526' 6' BLOCK WALL (6.43 N = o U (6.49 )TC FS 6.79 (6.83) ���`.'����� FS (7.11)00 FS FS 6.70) FS w II z Y (6.07)FL o z o (18.01) (6.76) i v c 735 (.) TW rl RIDGE nn F� Lo I ( 6.57) FS co I EXISTING ° BUILDING I I CO 0 - SURVEYOR'S NOTES Q SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY w Q 0 CORNERS OR OFFSETS BEFORE STARTING GRADING. w U i Lo PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. _ = co co 1 co Q = W rr m 0 O � � z 't 0- 0 o0Q w z Gj\O 0 I N / S 3/7/2018 �� OGAL PAUL D. CRAFT, P.L.S. 8516 DATE j ➢ m LICENSE RENEWAL DATE 12/31/18 a a No. 8516 y NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE Exp. 12/31/18 STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A w shy LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE ��Q T`c PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING = OF CA1-\FO� DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE SHEEP NO. CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 1 1 OF 0 0 OD z 4'-5" v 0 8' -Op 3-0' + (M) FTocLo- RATH 7 0 4 -0' A b, MASTER C4 DN 6 N 2l 6 O 6.0 cn 64 • 20a o lg BEDROOM 13 b a, DN I o; N 2 5 CLOSET - C8 1 - � 2v KIE 21 o -6.0 ❑ 1 Q, -6.0 I ± ' / _ BED OM 3' '-T f S-0" m 3 w p � A A Q B 6 L KIT EN �f -- C N = I 2 I m SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" ❑ V017" A� 1-�)(1b.y�3i3 1 C D 18'-10' EQ y 12 -IT 1 EQ cn 6 - DN O A W 02 o s.o I - D2 D3 89 �G �v DN PATIO ELEV. = 8.92 6 O 1\ U � L NG ROOM O m Io V.=9.00 -- O W �( E I`j ELEV. - 8 4C /.- I R- CB s' -o" - -To �rV 5 0" (3�•5� KITCHEN 4'-U _ -- A a(� I E D 3'-r6 '- 6 r `- e cn 107 w � = 6 = Li 0' V � 3-6` 3� - • - 01 A 0 7 w 103 104 BED OM • m p ❑ I - m 2 ❑ •_ 5'-4" - E 9.00 19 CED A a-s.o O � P - 11 O I Ice o Id. II i� mm.- .• e 22 .010 / A-6.0 E = 7.25 _ GE 7S ,l LCL'1 GENERAL NOTES DATE 21 I �) x 2 A-6 I 3. ALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (k) II N �I 0 SOUND INSULATION 20, 333 c; Fi 0 8' -Op 3-0' + (M) FTocLo- RATH 7 0 4 -0' A b, MASTER C4 DN 6 N 2l 6 O 6.0 cn 64 • 20a o lg BEDROOM 13 b a, DN I o; N 2 5 CLOSET - C8 1 - � 2v KIE 21 o -6.0 ❑ 1 Q, -6.0 I ± ' / _ BED OM 3' '-T f S-0" m 3 w p � A A Q B 6 L KIT EN �f -- C N = I 2 I m SECOND LEVEL FLOOR PLAN SCALE: 1/4" = V-0" ❑ V017" A� 1-�)(1b.y�3i3 1 C D 18'-10' EQ y 12 -IT 1 EQ cn 6 - DN O A W 02 o s.o I - D2 D3 89 �G �v DN PATIO ELEV. = 8.92 6 O 1\ U � L NG ROOM O m Io V.=9.00 -- O W �( E I`j ELEV. - 8 4C /.- I R- CB s' -o" - -To �rV 5 0" (3�•5� KITCHEN 4'-U _ -- A a(� I E D 3'-r6 '- 6 r `- e cn 107 w � = 6 = Li 0' V � 3-6` 3� - • - 01 A 0 7 w 103 104 BED OM • m p ❑ I - m 2 ❑ •_ 5'-4" - E 9.00 19 CED A a-s.o O � P - 11 O I Ice o Id. II i� mm.- .• e 22 .010 / A-6.0 E = 7.25 _ GE 7S ,l LCL'1 A a G4 w m z n 1 �hX3.t -6.0 \ 10 ( y w -6.0 111 1 Q 7.25 G RAG IS - m G6 D ? .O FIRST LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 0 C 7 -FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL AS EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES B1 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F F 62 LOWER CABINET B3 BUILT-IN CABINET B4 LINEN CABINET 65 DEC-O-TEX FLOORING PER ICSO #1757 B6 CLOSET SHELF B7 BAY WINDOW WITH SEAT AT 18" A.F F. C STAIRS AND HANDRAIL NOTES Cl 13 RISERS AT 7.71"AND 12 TREADS AT 11" C2 11 RISERS AT 67.65" AND 10 TREADS AT 11" C3 13 RISERS AT 7.66° AND 12 TREADS AT 11' C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 NOTE. GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN NY MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B GUARD HEIGHT SHALL BE A MINIMUM OF 42". R312.1 C OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF DIAMETER SPHERE. R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED FIREPLACE (WOOD OR GAS) ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER D6 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 7B-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0' MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER FB WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES Gt ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 ACPRO GAS FURNACE (MODEL: 94G1UH070BP12) G10 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) G� GENERAL NOTES DATE EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL 2x4 1 -HR FIRE RATED STUD WALL INTERIOR 2x4 STUD WALL 2x6 1 -HR FIRE RATED DEMISING WALL 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 �) x 2 2. PARKING GARAGE BUILDING ACCESS OR STORAGE MAY BE LOCATED BELOW THE BASE FLOOD ELEVATION (BFE) PROVIDED THE FLOOR ELEVATION IS ABOVE ADJACENT GRADE. PROVIDE TWO OPENINGS, BOTTOM OF OPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETE CURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT AREA. NBMC 15.5.200(d) SYMBOL # 3. ALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (k) II N �I 0 SOUND INSULATION 20, 333 c; Fi RANGE WITH OVEN 2. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS OF FLOOR -CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 1.4 CARPORT -A DISHWASHER OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL ❑ ' �r .� I I 1 T-6" DOUBLE SINK (SS-UNDERMOUNT) 18" I 1T -6m MIN. CLR A a G4 w m z n 1 �hX3.t -6.0 \ 10 ( y w -6.0 111 1 Q 7.25 G RAG IS - m G6 D ? .O FIRST LEVEL FLOOR PLAN SCALE: 1/4" = V-0" 0 C 7 -FLOOR PLAN NOTES A ARCHITECTURAL NOTES Al LINE OF FLOOR ABOVE A2 BALCONY RAILING A3 LOW WALL A4 LINE OF RETAINING WALL AS EXISTING FENCE A6 WOOD SCREEN AT 42" A.F.F. B INTERIOR NOTES B1 UPPER CABINET (CABINETS IN LAUNDRY AREA ONLY MOUNTED @ 54" A.F F 62 LOWER CABINET B3 BUILT-IN CABINET B4 LINEN CABINET 65 DEC-O-TEX FLOORING PER ICSO #1757 B6 CLOSET SHELF B7 BAY WINDOW WITH SEAT AT 18" A.F F. C STAIRS AND HANDRAIL NOTES Cl 13 RISERS AT 7.71"AND 12 TREADS AT 11" C2 11 RISERS AT 67.65" AND 10 TREADS AT 11" C3 13 RISERS AT 7.66° AND 12 TREADS AT 11' C4 13 RISERS AT 7.66" AND 12 TREADS AT 11" C5 36" HIGH HANDRAIL C6 42" HIGH GUARDRAIL C7 2 RISERS AT 7.66" AND 1 TREADS AT 11" C8 LANDINGS OR FLOORS AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD. THE EXTERIOR LANDING OR FLOOR ALL NOT BE MORE THAN 7=-3/4" BELOW THE TOP OF THE THRESHOLD PROVIDED THE OR DOES NOT SWING OVER THE THE LOWER LANDING OR FLOOR, R311.3.1 NOTE. GUARDS (GUARDRAILS) SHALL MEET THE FOLLOWING: A. PROVIDE GUARDS WHERE THE OPEN SIDE IS MORE THAN NY MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT ANY POINT WITHIN 36" HORIZONTALLY TO THE EDGE OF THE OPEN SIDE, R312.1 B GUARD HEIGHT SHALL BE A MINIMUM OF 42". R312.1 C OPENINGS BETWEEN INTERMEDIATE BALUSTERS SHALL PRELUDE THE PASSAGE OF DIAMETER SPHERE. R312.3 D FIREPLACE NOTES D1 COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF FIREPLACE, SMOKE CHAMBER OR CHIMNEY WALLS. COMBUSTIBLE MATERIAL SHALL NOT BE PLACED WITHIN 6" OF HE FIREPLACE OPENING PER UBC 3102.7.8 D2 1 -HR FIRE RATED CHIMNEY WALL D3 PREFABRICATED FIREPLACE (WOOD OR GAS) ANSI Z21.88-2014 (MAJESTIC MODEL 42) 04 MASONRY FIREBOX (2" CLEAR TO COMBUSTIBLES) D5 DOUBLE WALL CHIMNEY RISER 16" DIAMETER 12" DIAMETER D6 RAISED HEARTH 18" PLATFORM E CODE NOTES E1 5/8" TYPE X DRYWALL BELOW STAIR ON WALLS AND CEILING UBC 1003.3.3.9 E2 1 -HOUR WALL PER UBC ASSEMBLY 7B-17-1.4 E3 1 -HOUR FLOOR ASSEMBLY PER UBC 7C-13-1.4 E4 SOUND WALL WITH STC RATING OF 55db MINIMUM, SEE DETAIL 14/A5.0 E5 MINIMUM 36" SQUARE STOOP AT EXTERIOR DOORS E6 1" MAX. STEP AT OUT SWING DOORS E7 2-5/8" TYPE X DRYWALL @ CEILING E8 4" MAXIMUM SPHERE OPENING @ RAILING WOR BALCONIES E9 DRYER VENT 14'-0' MAX LENGTH TO EXTERIOR WALL F BATHROOMS / LAUNDRY NOTES F1 LOW FLUSH TOILET (1.6 GAL/FLUSH) F2 SINK F3 BATHTUB WITH SHOWER F4 TEMPERED GLASS ENCLOSURE F5 2x6 PLUMBING WALL F6 MIRROR F7 WATER HEATER FB WASHER F9 DRYER NOTE: PROVIDE 70" HIGH NONABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER RESISTANT MATERIAL FOR SHOWER ENCLOSURE AND WINDOWS IF SILL IS LESS THAN 5'-0" ABOVE TUB OR SHOWER FLOOR, (WATER RESISTANT GYPSUM BOARD IS NOT PERMITTED FOR TILE BACKING AT SHOWER) G SPECIALTY ITEM NOTES Gt ELECTRICAL PANEL G2 ELECTRICAL SUB PANEL G3 TELEPHONE/DATA G4 SPRINKLER RISER AND PANEL G5 EMERGENCY EGRESS WINDOW G6 12" x 12" OPENING AT GARAGE FLOOR FINISH LEVEL G7 3:12 ROOF SLOPE - COOL ROOF GAF ROYAL SOVEREIGN SERIES, R-30 BATT/HIGH PERFORMANCE INSTALLATION G8 TRASH AREA G9 ACPRO GAS FURNACE (MODEL: 94G1UH070BP12) G10 KITCHEN EXHAUST (MINIMUM EXHAUST RATE OF 100 CFM BEES 150(0), EXC. 5 TO 150.2 (a) & ASHRAE STD. 62.2) G� GENERAL NOTES DATE EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL 2x4 1 -HR FIRE RATED STUD WALL INTERIOR 2x4 STUD WALL 2x6 1 -HR FIRE RATED DEMISING WALL 1. PROVIDE FIRE BLOCKS AND DRAFT STOPS PER UBC 708 �) x 2 2. PARKING GARAGE BUILDING ACCESS OR STORAGE MAY BE LOCATED BELOW THE BASE FLOOD ELEVATION (BFE) PROVIDED THE FLOOR ELEVATION IS ABOVE ADJACENT GRADE. PROVIDE TWO OPENINGS, BOTTOM OF OPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETE CURB SUPPORTING THE SILL PLATE. PROVIDE ONE INCH OF OPENING PER FOOT AREA. NBMC 15.5.200(d) SYMBOL # 3. ALL LIGHTING SHALL BE HIGH EFFICACY PER SECTION 150.0 (k) 7 Z ` 4. EXTERIOR WALLS OF DWELLINGS CLOSER THAN 3 FT (SPRINKLERED) TO THE PROPERTY LINE SHALL BE 1 -HR FIRE -RESISTANCE -RATED CONSTRUCTION, TABLE R302.1 (1) AND (2) A REFRIDGERATOR/FREZER SOUND INSULATION 20, 333 1. APPROVED ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALL. RANGE WITH OVEN 2. ALL PENETRATIONS INTO SOUND -RATED PARTITIONS OF FLOOR -CEILING ASSEMBLIES SHALL BE SEALED WITH APPROVED PERMANENT RESILIENT SEALANT. 3. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN SOUND ASSEMBLIES SHALL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS DISHWASHER OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL ❑ ' �r .� (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED) 4, METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES DOUBLE SINK (SS-UNDERMOUNT) SHALL BE LINED. 33" x 12"x20" 5. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT. WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR -CEILING ASSEMBLY OR WHERE SUCH UNIT PASSES THROUGH THE PLANE OF THE 30` x B" x 12° FLOOR -CEILING ASSEMBLY WITHIN A WALL. a+ WALL LEGEND DATE EXTERIOR 2x6 1 -HR FIRE RATED STUD WALL 2x4 1 -HR FIRE RATED STUD WALL INTERIOR 2x4 STUD WALL 2x6 1 -HR FIRE RATED DEMISING WALL ❑ APPLIANCE SCHEDULE SYMBOL # DESCRIPTION MODEL NO. SIZE (W x H x D) A REFRIDGERATOR/FREZER GE MONOGRAM 42" x 84" x 24" B RANGE WITH OVEN GE MONOGRAM C DISHWASHER GE MONOGRAM 23" x 34`x22" D DOUBLE SINK (SS-UNDERMOUNT) 33" x 12"x20" E VENT -A HOOD/MICROWAVE GE MONOGRAM 30` x B" x 12° I BILL CASKEY + ASSOCIATES, INC. 630 CAMEO HIGHLANDS DRIVE CORONA DEL MAR, CA 92625 TEL: (714)624-7086 EMAIL: bjcdesign@sbcglobal.net 1 1 -au- 1 `J CLIENT ANDREW PATTERSON 1.5 CORPORATE PLAZA SUITE 150 NEWPORT BEACH CA 92660 PROJECT ADDRESS 304 36TH STREET NEWPORT BEACH, CA 92660 ❑- L EVFf LEVEL 3.71-1 P. PJ go 3 - Loq I I ev 2- ❑��v�- 3 p 23�.�2"(t 3 ff) �iVE-L 72O Lj W t G#*AV Loom CooS F=ti 6-- % �23V Wit" FIRST & SECOND LEVEL FLOOR PLANS 21-271 DESCRIPTION DATE DATE: 02-27-18 SCALE: AS NOTED DRAWN BY: TM PROJECT NUMBER 304 36TH ST SHEET NUMBER: A-1.0