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HomeMy WebLinkAbout07_Simpson Residence Coastal Development Permit_PA2018-253CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Simpson Residence (PA2018-253) Coastal Development Permit No. CD2018-108 SITE LOCATION: 511 and 511 '/z 36th Street APPLICANT: Brandon Architects, Inc. OWNER: Simpson Holdings Garden Grove, LLC. PLANNER: David S. Lee, Assistant Planner 949-644-3225, dlee@newportbeachca.gov LAND USE AND ZONING February 14, 2019 Agenda Item No. 7 • General Plan: RT (Two -Unit Residential) • Zoning District: R-2 (Two -Unit Residential) • Coastal Land Use Category: RT -D (Two -Unit Residential) — (20.0 — 29.9 DU/AC) • Coastal Zoning District: R-2 (Two -Unit Residential) PROJECT SUMMARY A request for a coastal development permit to allow the demolition of an existing duplex and the construction of a new 3,639 -square -foot, single-family residence with a 690 -square - foot, attached three -car garage. The project includes reinforcing and raising the height of the existing bulkhead. No work will be conducted bayward of the existing property. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. 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. CD2018-108 (Attachment No. ZA 1). 03/13/2018 Simpson Residence Zoning Administrator, February 14, 2019 Page 2 DISCUSSION Land Use and Development Standards • The subject property is located in the R-2 Coastal Zoning District, which provides for single- and two -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. The property currently consists of one legal lot developed with a duplex. The neighborhood is predominantly developed with two- and three-story, single-family residences and duplexes. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Hazards The project site is protected by an existing cast -in-place concrete bulkhead. The applicant is proposing to cast new concrete coping and construct a new concrete stem wall with the top of the bulkhead elevation at 10.05 feet North American Veritcal Datum of 1988 (NAVD88). A Bulkhead Conditions Report was prepared by PMA Consulting, Inc. on November 12, 2018, and concluded that the existing concrete bulkhead was in good condition. The existing bulkhead is proposed to be reinforced to support a concrete deck. Specifically, the applicant is proposing to cast a new concrete deadman and install new tie -backs. The Bulkhead Conditions Report concluded that the reinforced bulkhead will protect the proposed development. Tmplt 04/03/18 Table 1 — Development Standards Development Standard Standard Proposed Setbacks min. Front (Street) 5 feet 5 feet Front(Water) 30 feet 30 feet Sides 4 feet 4 feet Allowable Floor Area 4,808 sq. ft. 4,329 sq. ft. Open Space (min.) 360 sq. ft. 404 sq. ft. Parkin min. 3 -car garage 3 -car garage Height (max.) 24 feet flat roof 29 feet sloped roof 24 feet flat roof 26 feet sloped roof Hazards The project site is protected by an existing cast -in-place concrete bulkhead. The applicant is proposing to cast new concrete coping and construct a new concrete stem wall with the top of the bulkhead elevation at 10.05 feet North American Veritcal Datum of 1988 (NAVD88). A Bulkhead Conditions Report was prepared by PMA Consulting, Inc. on November 12, 2018, and concluded that the existing concrete bulkhead was in good condition. The existing bulkhead is proposed to be reinforced to support a concrete deck. Specifically, the applicant is proposing to cast a new concrete deadman and install new tie -backs. The Bulkhead Conditions Report concluded that the reinforced bulkhead will protect the proposed development. Tmplt 04/03/18 Simpson Residence Zoning Administrator, February 14, 2019 Page 3 • The finish floor elevation of the proposed dwelling is 9.00 feet NAVD 88, which complies with the minimum 9.00 feet NAVD88 elevation standard. A new concrete stem wall is proposed to be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 10.05 feet (NAVD88). Flood shields (sandbags and other methods) can be deployed across the openings to prevent flooding to the structure. A Coastal Hazard Report prepared by PMA Consulting, Inc. on November 12, 2018 concludes that the highest high tide elevation (currently 7.20 feet NAVD88) will not exceed the proposed exterior curb of 10.05 feet NAVD88 using the low-risk aversion projected sea level rise (2.85 - foot increase) over the 75 -year design life of the structure based on estimates for sea level rise provided by the State of California Sea -Level Rise Guidance 2018. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The applicant provided an Erosion Control Plan to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. The Erosion Control Plan will be reviewed by the City's Engineer Geologist. Construction plans and activities will be required to adhere to the approved Erosion Control Plan. • Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 2,500 square feet of impervious surface area, a Water Quality Management Plan (WQMP) is required. A WQMP prepared by Forkert Engineering & Surveying, Inc., dated December 20, 2018, has been submitted and will be reviewed by the City's TmpIC 04/03/18 Simpson Residence Zoning Administrator, February 14, 2019 Page 4 Engineer Geologist. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather runoff and minor rain event runoff on-site. Any water not retained on-site is directed to the City's storm drain system. Public Access • The project site is located in West Newport between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing duplex with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. Vertical access to the canal is available near the site on Finley Avenue and Short Street where there is a public beach with access to the water. • 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 may be located within the viewshed of distant public viewing areas. However, the project will replace an existing single- family home with a single-family residence that complies with all applicable LCP 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. 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. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-2 Coastal Zoning District. Tmplt 04/03/18 J Simpson Residence Zoning Administrator, February 14, 2019 Page 5 PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 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: David S. L e, Assistant Planner JM/dl Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmplt 04/03/18 Attachment No. ZA 1 Draft Resolution 03/13/2018 RESOLUTION NO. ZA2019-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-108 FOR A NEW SINGLE- FAMILY RESIDENCE LOCATED AT 511 and 511 1/236 T" STREET (PA2018-253) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. An application was filed by Brandon Architects, Inc., with respect to property located at 511 and 511 '/2 36th Street, and legally described as Lot 6 and the southwesterly 15 feet of Lot 7 of Block 536, requesting approval of a Coastal Development Permit. 2. The applicant proposes the demolition of an existing duplex and the construction of a new 3,639 -square -foot single-family residence with a 690 -square -foot attached garage. The project includes reinforcing and raising the height of the existing bulkhead. No work will be conducted bayward of the existing property. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices, and landscaping. 3. The subject property is located within the Two -Unit Residential (R-2) Zoning District and the General Plan Land Use Element category is Two -Unit Residential Detached (RT). 4. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two -Unit Residential (RT -D) and the Coastal Zoning District is Two -Unit Residential (R-2). 5. A public hearing was held on February 14, 2019, in the Corona del Mar Conference Room (Bay E-1 st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place, and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15315, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-2 Coastal Zoning District. Zoning Administrator Resolution No. ZA2019-### Paqe 2 of 8 SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 4,808 square feet and the proposed floor area is 4,329 square feet. b. The proposed development complies with the required setbacks, which are 5 feet along the property line abutting 36th Street, 30 feet abutting the Rialto, and 4 feet along each side property line. C. The highest guardrail/parapet is 24 feet from established grade and the highest ridge is 29 feet from established grade. The proposed development complies with all height requirements. d. The proposed development provides a three -car garage, meeting the minimum garage requirement for a single-family residence exceeding 4,000 square feet of habitable floor area. e. The proposed development exceeds the minimum 9.0 feet (NAVD88) top of slab elevation requirement for interior living areas of new structures. 2. The neighborhood is predominantly developed with two- and three-story single-family residences and duplexes. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The project site is protected by an existing cast -in-place concrete bulkhead. The applicant is proposing to cast new concrete coping and construct a new concrete stem wall with the top of the bulkhead elevation at 10.05 feet (NAVD88). A Bulkhead Conditions Report was prepared by PMA Consulting, Inc. on November 12, 2018, and concluded that the existing concrete bulkhead was in good condition. The existing bulkhead is proposed to be reinforced to support a concrete deck. Specifically, the applicant is proposing to cast a new concrete deadman and install new tiebacks. The Bulkhead Conditions Report concluded that the reinforced bulkhead will protect the proposed development. 01-03-17 g Zoning Administrator Resolution No. ZA2019-### Paqe 3 of 8 4. The finish floor elevation of the proposed dwelling is 9.00 feet NAVD 88, which complies with the minimum 9.0 feet NAVD88 elevation standard. A new concrete stem wall is proposed to be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 10.05 feet (NAVD88). Flood shields (sandbags and other methods) can be deployed across the openings to prevent flooding to the structure. A Coastal Hazard Report prepared by PMA Consulting, Inc. on November 12, 2018, concludes that the highest high tide elevation (currently 7.20 feet NAVD88) will not exceed the proposed exterior curb of 10.05 feet NAVD88 using the low-risk aversion projected sea level rise (2.85 -foot increase) over the 75 -year design life of the structure based on estimates for sea level rise provided by the State of California Sea -Level Rise Guidance 2018. 5. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 2,500 square feet of impervious surface area, a Water Quality Management Plan (WQMP) is required. A WQMP prepared by Forkert Engineering & Surveying, Inc., dated December 20, 2018, has been submitted and will be reviewed by the City's Engineer Geologist. The WQMP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 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 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. The project will replace an existing duplex with a new single-family home that complies with all applicable Local Coastal Program (LCP) 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. 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. 01-03-17 9 Zoning Administrator Resolution No. ZA2019-### Paqe 4 of 8 Fact in Support of Finding: 1. The project site is located in West Newport between the nearest public road and the sea. Implementation Plan Section 21.30A.040 requires that the provision of public access bear a reasonable relationship between the requirement and the project's impact and be proportional to the impact. In this case, the project replaces an existing duplex with a new single-family residence. Therefore, the project does not involve a change in land use, density or intensity that will result in increased demand on public access and recreation opportunities. Furthermore, the project is designed and sited so as not to block or impede existing public access opportunities. 2. Vertical access to the canal is available near the site on Finley Avenue and Short Street. Lateral access to the canal is available near the site on 36th Street. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-108, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 14TH DAY OF FEBRUARY, 2019. Patrick J. Alford, Zoning Administrator 01-03-17 10 Zoning Administrator Resolution No. ZA2019-### Paqe 5 of 8 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. CD2018-108 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 4. Prior to the issuance of a building permit, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 5. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development. 6. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. 7. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 8. This Coastal Development Permit does not authorize any development seaward of the private property. Should the bulkhead require more extensive repair or replacement with construction equipment bayward of the private property, an additional Coastal Development Permit shall be obtained for the bulkhead from the Coastal Commission. 01-03-17 11 Zoning Administrator Resolution No. ZA20194t## Paqe 6 of 8 9. 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. 10. 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. 11. 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. 12. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the WQHP/WQMP and any changes could require separate review and approval by the Building Division. 13. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 14. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 15. 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. 16. The applicant is responsible for compliance with the Migratory Bird Treaty Act (MBTA). In compliance with the MBTA, grading, brush removal, building demolition, tree trimming, and similar construction activities shall occur between August 16 and January 31, outside of the peak nesting period. If such activities must occur inside the peak nesting season from February 1 to August 15, compliance with the following is required to prevent the taking of Native Birds pursuant to MBTA: 01-03-17 A. The construction area shall be inspected for active nests. If birds are observed flying from a nest or sitting on a nest, it can be assumed that the nest is active. Construction activity within 300 feet of an active nest shall be delayed until the nest is no longer active. Continue to observe the nest until the chicks have left the nest and activity is no 12 Zoning Administrator Resolution No. ZA20194t## Paqe 7 of 8 longer observed. When the nest is no longer active, construction activity can continue in the nest area. B. It is a violation of state and federal law to kill or harm a native bird. To ensure compliance, consider hiring a biologist to assist with the survey for nesting birds, and to determine when it is safe to commence construction activities. If an active nest is found, one or two short follow-up surveys will be necessary to check on the nest and determine when the nest is no longer active. 17. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 18. 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. 19. 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. 20. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 21. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 22. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 23. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 24. 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 either the current business owner, property owner, or the leasing agent. 25. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 21 Planning and Zoning of the Newport Beach 01-03-17 13 Zoning Administrator Resolution No. ZA2019-### Paqe 8 of 8 Municipal Code. 26. 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 Simpson Residence Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2018-108 (PA2018-253). This indemnification shall 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, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 01-03-17 7 Attachment No. ZA 2 Vicinity Map 03/13/2018 25 Coastal Development Permit No. CD2018-108 PA2018-253 511 and 5 11 1/236 th Street 03/13/2018 2� Attachment No. ZA 3 Project Plans 03/13/2018 27 U Z G (1) PROJECT DESCRIPTION: L COAST HWY W THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON BALBOA PENINSULA WEST OF NEWPORT BLVD. ON THE 36TH STREET. THE LOT IS APPROXIMATELY 45' WIDE BY 100' DEEP, IT IS ZONED R-2 (TWO -UNIT RESIDENTIAL) AND IS APPX. 4,500 S.F. THE PROPERTY INCLUDES AN EXISTING DUPLEX RESIDENCE AND GARAGE TO BE DEMOLISHED. THE CLIENT PROPOSES TO BUILD A NEW 3 -STORY SINGLE FAMILY RESIDENCE APPX. 3,639 S.F. INCLUDING A 3 -CAR GARAGE OF APPX. 690 S.F. THE PROJECT WILL BE OF A TRADITIONAL EAST COAST DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN OPEN LIVING PLAN AS WELL AS OUTDOOR PATIO, DECKS AND ROOF DECK. THE EXTERIOR WILL BE PRIMARILY OF FIBER -CEMENT BASED WOOD SIDING, NATURAL STONE VENEER, STANDING SEAM METAL ROOFING, AND THE USE OF STEEL AND WOOD DECORATIVE ACCENTS. THE HOUSE WILL HAVE APPROXIMATELY 4 BEDROOMS AND 5 BATHS, 1 POWDER ROOM, GREAT ROOM, KITCHEN WITH NOOK, LAUNDRY AND BONUS ROOM ON THIRD FLOOR. VICINITY MAP/ PROJECT DESCRIPTION SIMPSON RESIDENCE 511 36TH STREET, NEWPORT BEACH, CA 92663 MATERIAL LEGEND E (1) NORTH ARROW N 90 00' 00" E PROPERTY LINE TAG Distance 1 SIM I SECTION INDICATOR A101 Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation 0 REVISION FLAG 20 R @ 71/2•' STAIR TAG (NO. OF RISER & HEIGHT) <1i> WALL TAG 101 DOOR TAG 1i WINDOW TAG 0 KEYNOTE TAG 11 1ANNOTATION LEGEND 10 DEFERRED SUBMITTALS BUILDING AREA SCHEDULE NAME 1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD DIG ALERT: 1.800.227.2600 j ALUMINUM 2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS THIRD FLR. LIVING 354 SF IRVINE, CA 92618 3639 SF SOUTHERN CALIFORNIA EDISON: 1.714.895.0246 690 SF o. CONCRETE GRAND TOTAL SOUTHERN CALIFORNIA GAS: 1.800.427.2000 /+ / + SPECIAL INSPECTIONS 6 NAME AREA COMMENTS CITY WATER &SEWER: 1.949.644.3011 131 SF OPEN OPEN VOL. #1 EARTH OPEN VOL. #3 236 SF OUTDOOR DINING 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE III 267 SF PACIFIC BELL TELEPHONE: 1.800.750.2355 430 SF OUTDOOR LIVING GYPSUM -PLASTER BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE CITY OF NEWPORT BEACH CABANA 200 SF SUBMITTAL (FOR H.O.A. PURPOSES). 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING PUBLIC WORKS DEPT.: 1.949.644.3311 CITY OF NEWPORT BEACH PLANNING DEPT.: LANDSCAPE — — NAME AREA COMMENTS INSULATION - RIGID STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. Grand total 208 SF GENERAL INFOMATION: 1.949.644.3200 T— 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL NOT TO EXCEED 5OdBA (55d BA WITH TIMER, 65dBA WITH TIMER AND ZONING INFORMATION: 1.949.644.3204 // MASONRY - BRICK/STONE NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BEAT ADJACENT CITY OF NEWPORT BEACH BUILDING DEPT.: PROPERTY PATIO OR OPENING. 4. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR GENERAL: 1.949.644.3275 PERMITS: 1.949.644.3288 MASONRY - CONCRETE BLOCK SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA INSPECTIONS: 1.949.644.3255 PERMIT. PLYWOOD / GLU-LAM TIMBER 5. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 6. GLASS GUARD/HANDRAILS NEWPORT BEACH FIRE DEPARTMENT: 1.949.644.3106 ORANGE COUNTY HEALTH SERVICES: 1.714.834.3882 - -- SAND NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. STEEL C.N.B. NOTE: CHRISTOPHER BRANDON, PRINCIPAL ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTALDOCUMENTS PREPARED BY OTHERS, WOOD INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) MATERIAL LEGEND E (1) NORTH ARROW N 90 00' 00" E PROPERTY LINE TAG Distance 1 SIM I SECTION INDICATOR A101 Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation 0 REVISION FLAG 20 R @ 71/2•' STAIR TAG (NO. OF RISER & HEIGHT) <1i> WALL TAG 101 DOOR TAG 1i WINDOW TAG 0 KEYNOTE TAG 11 1ANNOTATION LEGEND 10 DEFERRED SUBMITTALS BUILDING AREA SCHEDULE NAME AREA COMMENTS FIRST FLR. LIVING 1443 SF SECOND FLR. LIVING 1842 SF THIRD FLR. LIVING 354 SF IRVINE, CA 92618 3639 SF 3 -CAR GARAGE 690 SF PRECISE GRADING PLAN 690 SF GRAND TOTAL 4329 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS OPEN VOL. #2 131 SF OPEN OPEN VOL. #1 37 SF OPEN VOL. #3 236 SF OUTDOOR DINING 277 SF YARD 267 SF DECK 430 SF OUTDOOR LIVING 486 SF PLANTER 208 SF CABANA 200 SF GRAND TOTAL 2273 SF LANDSCAPE AREA SCHEDULE NAME AREA COMMENTS PLANTER 208 SF Grand total 208 SF PROJECT STATISTICS ARCHITECT: OWNER: BRANDON ARCHITECTS, INC. SIMPSON HOLDINGS GARDEN GROVE, 151 KALMUS DR. STE. (3-1 LLC. COSTA MESA, CA 92626 21 AUTO CENTER D RIVE P: 714.754.4040 IRVINE, CA 92618 WWW.BRANDONARCHITECTS.COM P: 714.709.3116 STRUCTURAL ENGINEER: PLAMEN PETROV PMA CONSULTING, INC. 28161 CASITAS CT., LAGUNA NIGUEL, CA 92677 P:714.717.7542 GENERAL CONTRACTOR: PATTERSON CUSTOM HOMES ANDREW PATTERSON 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 SURVEYOR: APEX LAND SURVEYING, INC. PAUL D. CRAFT, P.L.S. 8512 OXLEY CIRCLE HUNTINGTON BEACH, CA 92646 P: 714.488.5006 E: APEXLSINC@GMAIL.COM INTERIOR DESIGNER: BLACK BAND HOME & DESIGN 3198 AIRPORT LOOP DR. #E COSTA MESA, CA 92626 W W W.BLACKBANDDESIGN.COM P.949.872.2234 CIVIL ENGINEER: FORKERT ENGINEERING & SURVEYING, INC. THOMAS M. RUIZ, P.E. 2231 BROOKURST ST., STE. 203 HUNTINGTON BEACH, CA 92646 P:714.963.6793 LANDSCAPE DESIGNER: TBD SOILS ENGINEER: R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.629.2539 TITLE 24 CONSULTANT: HERITAGE ENERGY GROUP, LLC. 470 WALD IRVINE, CA 92618 P. 949.789.7221 7 1 AGENCIES & PUBLIC SERVICES 1 4 1 PROJECT DIRECTORY LEGAL DESCRIPTION APN: 423 081 06 BLOCK 536, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 004_98 LOT INFORMATION: ZONED: R-2 SITE AREA: 4,499.30 S.F. BUILDABLE AREA: 2,404.43 S.F. TOTAL ALLOWABLE AREA:.2 x 2,404.43 S.F. = 4,808.86 S.F. THIRD FLR. ALLOWABLE: 15% 2,404.43 = 360.66 — 361 S.F. OPEN SPACE REQ'D:.15 X 2,404.43 S.F. = 360.66 EXISTING BUILDING INFORMATION: EXISTING DUPLEX W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 2,750 S.F. (994 S.F.) GARAGE (4 BEDS. TTL.) ZONING INFORMATION: BAY - FRONT SETBACK: 30 FT. STREET- FRONT SETBACK: 5 FT. LEFT SETBACK: 4 FT. RIGHT SETBACK: 4 FT. BUILDABLE AREA: 2,404.43 S.F. 81 SITE INFORMATION 2 CODES: NBMC (NEWPORT BEACH MUNICIPAL CODE) CALIFORNIA CODES: 2016 CBC, 2016 CFC, 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN OCCUPANT LOAD 1 UNIT OCCUPANCY CLASSIFICATION R-3 / U OCCUPANCY SEPARATIONS (GARAGE) 1 -HR. FLOOR & FLOOR -CEILINGS N/A TYPE OF CONSTRUCTION V -B - SPRK'R. FIRE SPRINKLER: NFPA 13D YES HEIGHT 3 STORY FLOOR AREA REF. 8/T-1.0 ALLOWABLE BLDG. AREA N/A (PER CBC TBL. 503) 5 1 CODE REVIEW SHEET # DRAWING TITLE T-1.0 TITLE SHEET T-1.1 GENERAL ARCHITECTURAL NOTES T-1.2 SUPPLEMENTAL NOTES & DOCUMENTS SUR TOPOGRAPHIC SURVEY A-0.0 ARCHITECTURAL SITE PLAN & GRADE PLANE EXHIBIT C2 PRECISE GRADING PLAN C4 EROSION CONTROL PLAN A-1.0 3-DIMENSIONAL VIEWS A-2.0 FLOOR PLAN A-2.1 FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-4.1 EXTERIOR ELEVATIONS A-5.0 BUILDING SECTIONS AP -1 BUILDING AREA PLANS S1 FOUNDATION PLAN SW -0 STRUCTURAL GENERAL NOTES SW -1 SITE PLAN & ELEVATION SW -2 DETAILS SW -3 DETAILS 3 1 SHEET LIST E )JECT NAME SIMPSON RESIDENCE ,TUS CDP DOCUMENT VALID UPON ORIGINAL SIGNATURE N Z c OO 0 O) 0 0 0 ° z a �SZ m -o ng m m Q c m m a c z m m a m ' Q m r m 5 md°c a3Qm Na U:o ,y 2Cc a oao -o '5 C) N V 01 >. O 2 OR W CL ,n i -0-2. > F Q._ o U 0z of oc axim a0 o m �0����@ z Q m s y c y O p rima — L m Z U O O N E m j O O L a m c a O N N U c N N Lu u N U � zZ o F N U W � YU Q a O U � W ZOVU OLUO U)ooz O >>z O N L N Z Lu Z OFzLu � LU LU U o0 U -o _ m— rt c� 3 PROJECT MANAGER/ARCHITECT BRANDON LINSDAY D �o REVISIONS 00 REVISION I DATE Q E m � Y r � DOCUMENT VALID UPON ORIGINAL SIGNATURE N Z c OO 0 O) 0 0 0 ° z a �SZ m -o ng m m Q c m m a c z m m a m ' Q m r m 5 md°c a3Qm Na U:o ,y 2Cc a oao -o '5 C) N V 01 >. O 2 OR W CL ,n i -0-2. > F Q._ o U 0z of oc axim a0 o m �0����@ z Q m s y c y O p rima — L m Z U O O N E m j O O L a m c a O N N U c N N Lu u W0 zZ o F 00 C' Lu W JiC4 O�w� rn a O w LL ZOVU OLUO U)ooz O >>z O ��Q> T (n DOCUMENT VALID UPON ORIGINAL SIGNATURE N Z c OO 0 O) 0 0 0 ° z a �SZ m -o ng m m Q c m m a c z m m a m ' Q m r m 5 md°c a3Qm Na U:o ,y 2Cc a oao -o '5 C) N V 01 >. O 2 OR W CL ,n i -0-2. > F Q._ o U 0z of oc axim a0 o m �0����@ z Q m s y c y O p rima — L m Z U O O N E m j O O L a m c a O N N U c N N M (10W N u Q Z y W a O w m W O ``^^dmopE vJ Z Lu Z OFzLu � LU LU a U) m— M PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE N Z c OO 0 O) 0 0 0 ° z a �SZ m -o ng m m Q c m m a c z m m a m ' Q m r m 5 md°c a3Qm Na U:o ,y 2Cc a oao -o '5 C) N V 01 >. O 2 OR W CL ,n i -0-2. > F Q._ o U 0z of oc axim a0 o m �0����@ z Q m s y c y O p rima — L m Z U O O N E m j O O L a m c a O N N U c N N JOB NO. 2018-01 DATE 12/20/2018 SHEET NO. T-1.0 E -o 92cai WP C O M N N LLI a O =N O N O N a N r c ``^^dmopE vJ c�m�d>530 LLI C6 U 3 0~ w 3~ N J c U U m v omu m— z REVISIONS NO. I REVISION I DATE JOB NO. 2018-01 DATE 12/20/2018 SHEET NO. T-1.0 & AND DR. DOOR HDR. HEADER PERIM. PERIMETER U. UNDER DEFINITIONS. (AS USED IN THESE SPECIFICATIONS) PROJECT NAME Lz ANGLE D.S. DOWN SPOUT HDWD. HARDWOOD PL. PLATE/PROPERTY LINE U.B.C. UNIFORM BULIDING CODE 61. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE SIMPSON RESIDENCE AT D.S.P. DRY STAND PIPE HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.G. UNDERGROUND NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. SHALL LICENSE HOLDINGS GARDEN GROVE, LLC. r. CENTERLINE DWG. DRAWING H.M. HOLLOW METAL PLAS. PLASTER U.L. UNDERWRITER'S LABORATORY COOWNERCONTRACTOR CONTACTOR SHALL MEAN: CENSEDGENERALCONTRACTORHIREDTOPERFORMTHEWORKUNDERTHISCONTRACT HALL STATUS PJ DIAMETER OR ROUND HORIZ. HORIZONTAL PLUMB. PLUMBING UNF. UNFINISHED 62. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING • ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPAL CDP L PERPENDICULAR (E.) EXISTING HR. HOUR PLYWD. PLYWOOD U.N.O. UNLESS NOTED OTHERWISE STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. • SPECIFICATIONS SHALL MEAN: WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) # POUND OR NUMBER EAST, ENTRY HT./HGT. HEIGHT PNT. PAINT(ED) UR. URINAL • CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. PROPERTY LINE, PLATE E.J. EACH HVAC HEATING VENTILATING/AIR COND. P.O.C. POINT OF CONNECTION 63. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. `D E f1 A.B. ANCHOR BOLT EL.. EXPANSION JOINT PR. PAIR V. VERTICAL CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. "o 0 " ABV. ABOVE ELEVATION I.D. INSIDE DIAMETER/INTERIOR DESIGNER PROJ. PROJECTION VENT. VENTILATING I- w A/C AIR CONDITIONING ELEC. ELEV. ELECTRIC IN. INCH INSULATION PSL. PARALLEL STRAND LAMINATE VERT. VERTICAL 64. CONTRACTOR TO REMOVE RELOCATE OR RE-ROUTE AS NECESSARY ELECTRICAL TELEPHONE WATER SEWER GAS OR ANY OTHER UTILITY LINES ENCOUNTERED AND SHALL 1. CODES/GENERALPROVISIONS: BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY W ITR ALL PROVISIONS OF THEAPPLICABLEANYONE O) vi � A.C. ASPHALT CONCRETE EMER. ELEVATOR INSUL. PT. POINT VER. VERIFY COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. S CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND Ca) U ACOUS. ACOUSTICAL EMERGENCY INT. INTERIOR R.A. RETURN AIR V.T.R. VENT THROUGH ROOF IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUTSHALL "CODE d Lu A.D. AREA DRAIN ENCL. E.P.ELECTRIC ENCLOSURE PANEL INV. INVERT/INVERTED RAD. RADIUS 65. CONTRACTOR SHALL PROVIDE TEMPORARY WEATHER PROTECTION FOR PORTIONS OF THE WORK THAT BECOME EXPOSED TO WEATHER AND SHALL BE RESPONSIBLE FOR DAMAGE NOT BE LIMITED TO THOSE AS LISTED IN REVIEW" BOX.(7-i) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: w « � m t ADH. ADHESIVE EQ. EQUAL/EQUIVALENT JAN. JANITOR R.D. ROOF DRAIN W. WEST, WIDE, WIDTH CAUSED BY INSUFFICIENT PROTECTION. THE BUILDING CODES, 2016 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. � v AL. ADJUSTABLE EQPT./EQPM. EQUIPMENT JT. JOINT R.D.L. ROOF DRAIN LEADER W/• WITH THE FUNCTIONALITY SET FORTH IN TITLE HECALIFORNIA CIVIL CODE "RIGHT TO REPAIR ACT'). N w AL. ALUMINUM E.W. EACH WAY JST. JOIST RECPT. RECEPTACLE WD. WOOD 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. ANY WORKTIME RESTRICTIONS IMPOSED BY HE CITY OF NEWPORT BEACH. T w ALT. ALTERNATE RECT. RECTANGULAR W.H. WATER HEATER THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FORANY INCORPORATED PRODUCTS. ANDD. ANODIZED EXST. EXISTING EXHAUST KIT. KITCHEN REF. REFERENCE W.C. WATER CLOSET 67. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO 2. FEES: c v U A.P. ACCESS PANEL EXH. EXPO. EXPOSED L. LOW/LINEN REFR./R/F. REFRIGERATOR W.I. WROUGHT IRON PROCEED, SIGNED BY THE ARCHITECT ROWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. CONTRACT OR ANDHISSUB-CONTRACTORS SHA LL OBTAINANOPAYFOR ALLPERMITS,LICENSES, CONSTRUCTION TAXES ANO FEES REQUIRED BYCITY, COUNTY ANDSTATELAWSONTRA TOR GENERAL BUILDINGPLANCH AND c - APPX. APPROXIMATELY EXT. EXTERIOR L.A. LANDSCAPED AREA REG. REGISTER WP. WATERPROOF TOILET REQUIRED REFUNDABLE DEPOSITS WHICH WILL BE PAID BY THE OWNER. CONTRACTOR SHALL ARRANGE FOR ALL METER INSTALLATIONS AND PAY ALL FEES FOR SAID METERS. CONTACTOR SHALL PROVIDE TEMPORARY TOILET -a ARCH. APPROVED REINF. REINFORCEMENT W.W.M. WELDED WIRE MESH 68. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRCUTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. ARCH. ARCHITECTURAL E.G. EXISTING GRADE LAB. LABORATORY LAMINATE RESIL. REQUIRED COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIREcm 3 ASB. ASBESTOS LAM. LAV. LAVATORY RESIL. RESILIENT' SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR IT'S CONTR3. ACTOR VISIT CONTACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL N .. �i = ASSY. ASSEMBLY F. FIXED LBS. POUNDS RET. RETAIN(ING), RETURN SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLYAND IN W RITING OF DISCREPANCIES BETWEEN ACTUAL Z AUTO. AUTOMATIC F.A. FIRE ALARM LFA LOAD FROM ABOVE RM. ROOM METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. n - B. BD. BATH BOARD FAC. F.C.O. FACTORY FLOOR CLEAN OUT LKR. LEFT HAND LOCKER R.O. R.R. ROUGH OPENING ROOF RAFTER 69. CONTRACTOR TO FURNISH AND INSTALL ALL BLOCKING REQUIRED FOR WALL MOUNTED OR BRACED FIXTURES, MILLWORK, SHELVES, TOILET FIXTURES, AND ACCESSORIES OR 'BY OTHER' 4. COORDINATION OF CONSTRUCTION: CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS; FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS; FOR SELECTING FABRICATION PROCESSES; FOR TECHNIQUES OF ASSEMBLY AND O _ = o Q v BEL. BELOW F.D. FLOOR DRAIN LT. LIGHT RWD. REDWOOD ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPOR THE IMPOSED LOAD. PERFORMANCE OF ALL WORK IN A SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR HE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. CONTRACTOR SHALL PROVIDE z =o BET. BETWEEN FDN. FOUNDATION LUM. LUMINOUS SOUTH SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR N BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER S. S.A. SUPPLY AIR 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACTAS FARAS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. , m ' BLDG. BUILDING F.E.C. FIRE EXTINGUISHER CABINET MAINT. MAINTENANCE MANUFACTURERS. s. CLEAN-UP- E Q BLK. BLOCK F.G. F.H. FINISH GRADE FLAT HEAD MAS. MASONRY S.C. S.C.D. SOLID CORE SEAT COVER DISPENSER ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF HEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM HE m � Y BLK'G. BLOCKING MAT. MATERIAL SCHED. SCHEDULE 71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNERIVENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. BM. B.O. BEAM BY OWNER/BY OTHERS FIN. FIX./PIXY. FINISH FIXTURE MAX. M.B. MAXIMUM METAL BOLT S.D. SUB DRAIN/SOAP DISPENSER 72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE 6. TESTS AND PERMITS: - ? coW - r BOT. BOTTOM F.J. FLOOR JOIST M.C. MEDICINE CABINET SEC. SECTION MANUFACTURERS. CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. BR. BEDROOM F.L. FLOW LINE MECH. MECHANICAL SEL. SELECTED 7. GUARANTEES: B.W. BACK OF WALK, BOT. OF WALL FLASH. FLASHING MEMB. MEMBRANE SH. SHT. SHELF SHEET 73. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS-BUILT CIVIL,LANDSCAPE,ARCHITECTURAL, MECHANICAL, PLUMBING CONTRACTOR SHALL GUARANTEE ALL WORK, MATERIALS AND PRODUCTS FOR ONEYEAR AFTER THE DATE OF ACCEPTANCE OFTHE WORKAND CONTRACTOR SHALL REPAIROR REPLACE, OR CAUSE TO BE REPAIRED OR REPLACEDANY CAB. CABINET FLR. FLOOR MET./MTL. METAL ELECTRICAL AND FIRE PROTECTION DRAWINGS ALONG WITH THE WRITTEN GUARANTIES OPERATION AND MAINTENANCE MANUALS OF ALL EQUIPMENT AND FINISHES INSTALLED. THE OR ALLSUCH WORK TOGETHER WITH ANY OTHER WORKWHICH MAY BE DISPLACED IN DOING SO, THAT MAY PROVE DEFECTIVE WITHIN ONE YEAR, WITHOUT ADDITIONAL EXPENSE; ORDINARY WEAR AND TEAR, UNUSUAL ABUSE OR FLUOR. FLUORESCENT MFR./MFGR. MANUFACTURER SHT'G. SHEATHING CONTRACTOR SHALL MAINTAIN A CURRENT SET OF AS-BUILT DRAWINGS AND SPECIFICATIONS. INFORMATION SHALL BE RECORDED BY CONTRACTOR AS CONSTRUCTION PROGRESSES AND NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE AW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT FOR LONGER PERIODS. C.B. CEM. CATCH BASIN CEMENT F.O.C. FACE OF CONCRETE/FACE OF CURB M.H. MAN HOLE SIM. LIMP. SIMILAR SIMPSON REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. O IT IS UNDERSTOOD BY CONTACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND C.G. CHAN. CORNER GUARD CHANNEL F.O.F. F.O.S. FACE OF FINISH FACE OF STUD/FACE OF STRUCTURE MIN. MIR. MINIMUM MIRROR S.J. SOFFIT JOIST 74. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED ARES CLEAN ALL FLOORING MILLWORK LIGHT FIXTURES GLASS,ETC. AND UNCOVER AND VACUUM OUT WARRANTY PERIODS. CONTACTOR SHALL BE RESPONSIBLE FORA WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY • CHG. CHANGE F.O.M. FACE OF MASONRY MISC. MISCELLANEOUS S.S. STAINLESS STEELHIM ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. N. IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OFACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIRANO REPLACEMENT OF SUCH DEFECTIVE WORKAND ALL FP. FIREPLACE M.O. MASONRY OPENING S.SK. SERVICE SINK OTHER WORK DAMAGED ASA RESULT THEREBY WILL BE EXECUTED INATIMELY MANNER AT THE CONVENIENCE OF THE OW NER AND WITHOUT COST TO OWNER. C.I. CAST IRON F.S. FLOOR SINK STA. STATION C.J. CONTROL JOINT/ CONST. JOINT FT. FOOT OR FEET MOS. MOSAIC STD. STANDARD S.WAIVER OF LIENS: CLG. CEILING /CEILING JOIST FTG. FOOTING MTD. MOUNTED STOL. STEEL CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUB-CONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. CLKG. CAULKING PURR. FURRING MUL. MULLION STRU STORAGE 9. ROLL OF ARCHITECT CONSTRUCTION: CLR. CLEAR PUT. FUTURE (N.) NEW STRUCT. STRUCTURAL E NOT ACT THE ARCHITECT WILL NOT ACT AS THE OWNERS REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER AND CNTR. COUNTER F.V. FIELD VERIFY N. NORTH SUSP. SUSPENDED RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF HE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECTWILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CONC. CONCRETE NAT. NATURAL SYN. SYMMETRICAL CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR COND. CONDITION GA. GAUGE N.I.C. NOT IN CONTRACT AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. T. TREAD ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN W CONST. CONSTRUCTION GALV. GALVANIZED N.G. NATURAL GRADE T.C. TOP OF CURB WITHIN(10)CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. CONT. CONTRACTOR/ CONTINUOUS G.B. GRAB BAR/GRADE BEAM NO. NUMBER T.CL. TIME CLOCK CORR. CORRIDOR. CORROSIVE G.C. GENERAL CONTRACTOR NOM. NOMINAL TEL. TELEPHONE 10. A.I.A. GENERAL CONDITIONS: U� CTSK. COUNTERSUNK GEN. GENERAL N.T.S. NOT TO SCALE THE CURRENT GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF HESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN CTR. CENTER G.F.I. GROUND FAULT INTERRUPT TEMP. TEMPERED THE AGREEMENT. THE ARCHITECT REQUEST. THE IN NOTES" THIS SHEET ARE INTENDED TO GENERAL CONDITIONS MAYBNDITIO - O/. OVER TER. TERRAZZO NDCOM COMPLIMENT GENERAL CONDITIONS. SSHALLM V SHOULD A CONFLICT IN WORDING OCC SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. THE A.I.A. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN W ORDING OCCUR. Z DBL. DOUBLE G.I. GALVANIZED IRON O.A. OVERALL THK. TONGUE AND GROOVE ll.EXTRAS z tY ao O W W GL. G.L.B. GLASS GLU-LAM BEAM THICKOWNER MAY ORDER EXTRA NGES BY ALTERING,TO OR TING FROM W E WORK, THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF HEOWNER, ARCHITECT AND CONTRACTOR. K OR AADDED KE AOR 0 I Q J O Z N DEPT.. DEPARRATIVE TMENT NT GND. GROUND O.C. ON CENRTER T.P. TOP OF PAVING BEFORE ANY CHANGES AREB BEGUN,THE DEDUCTED UM SHALL BE PRESENTG EDTOOWNER WRITING OR APPROVAL O rn DET. DETAIL GR GRADE O.D. OUTSIDE DIAMETER DIMENSION ( ) T.PL. TOP OF PLATE 12. SUBSTITUTIONS: W K _ (D Q D.F. DRINKING FOUNTAIN/DOUGLASS FIR GYP. GYPSUM O.F.D. OFF. OVERFLOW DRAIN OFFICE T.O.S. TOP OF STRUCTURE/SLAB SUBSTITUTIONS OF MATERIALS METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF O (-) Z U DIA. DIAG. DIAMETER DIAGONAL G.P. GRADE PLANE OPNG. OPENING TRANS. T.S. TRANSFORMER TOP OF STEP ER SI SPECIFIED IN NOTIFY TO ECTSA D OWNER'S OR SPECIFICATIONS, IT SHALL BE THE CONTRACTORS ARCHITECTS IF MORETERM HE MAYDESIRE.THE MORE THAN ONE CONTRACTOREQUAU ISFINISHUSED OR DRAWINGSAVAILABLE IN ECSITSHALLB SPECIFIED, CONTRACTOR SHALL BE OBLIGATED TO NOTIFY ARCHITECT VERBALLY AND IN WRITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. WHERE THE TERM "OR EQUAL" IS USED IN DRAWINGS OR SPECS IT SHALL BE BE Z Z O - O DIM. DIMENSION OPP. OPPOSITE T.W. TOP OF WALL UNDERSTOOD THAT THE REFERENCE IS MADE SUBJECT TO THE RULING AND JUDGMENT OF THE ARCHITECT AND SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. ACTUAL SAMPLES OF THE SUBSTITUTIONS SHALL LL.I � � D_' (nLU� DN. DOWN H. HIGH TYP. TYPICAL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. LU d of Q Z H.B. HOSE BIB 3. INSURANCE: z 2 Q > H.C. HOLLOW CORE r HD. HARD CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE WITH BROADFORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OWNER AND ARCHITECT SHALL BE LISTED AS ADDITIONAL INSURERS Q (n (D N UNDER THE POLICY WITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. ABBREVIATIONS T2 GENERAL NOTES CONTINUED 14. AND SPECIFICATIONS: rM^ THESE DRAW INGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING THESE DRAWINGS TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO Qo uj N OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL BE CHECKED. NO EXTRA COMPENSATION WILL BE ALLOWED FOR DIFFERENCE BETWEEN ACTUAL DIMENSIONS AND THOSE INDICATED ON HE DRAWINGS. IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES, ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM AS A WHOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR INDIRECTLY AFFECT THEIR m PORTION OF THE WORK, EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICALBE TO OTHER TRADES. IN CAS OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO ETHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE U ERRORS AND OMMISIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE PROCEEDING ASSUMES THE RISK OF ANY CONSEQUENCES. SCALED DIMENSIONS SHOULD BE CONSIDERED ONLY APPROXIMATE; AND IN ANY DIMENSIONS BEFORE PROCEEDING WITH ANY AFFECTED PROCUREMENT, FABRICATION OR CONSTRUCTION. SCHEMATIC PLANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (e.g. SCHEMATIC ELECTRICAL PLANS). _ 15. DIMENSIONS ON DRAWINGS: uj U FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECKACCURACY OF ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION Q FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND 1 1 wM SPECIFICATIONS. NOTES, FIGURES AND DETAILS ON SAID DRAWINGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE DOCUMENTS. DRAWINGS ARE NOT TO BE SCALED UNLUESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH I W MEMBERS, UNLESS OTHERWISE NOTED ON DRAWINGS. INTERIOR PARTITIONS ARE DIMENSIONED FROM FACE OF STRUCTURE TO FACE OF STRUCTURE UNLESS OTHERWISE NOTED ON DRAWINGS. WHERE DIMENSION IS LABELED "CLEAR" IT IS TAKEN FROM THE FACE OF FINISH TO FACE OF FINISH OF EACH MATERIAL. PLUS OR MINUS (+I-) DIMENSIONS SHALL NOT VARY BY MORE THAN 2" WITHOUT APPROVAL BY ARCHITECT. WALL ANGLES ARE ETHER 90" OR 45° UNLESS NOTED OTHERWISE. 16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: SUBMITTALS WILL BE REVIEWED BY THE ARCHITECT, IFAT ALL, ONLY PURSUANT TO THE INDUSTRY -STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-1997; AND IN NO EVENT WILL THE SUBMITTAL REVIEW PROCESS RELIEVE OR uu O LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FORAN INAPPROPRIATE SUBMITTAL. ARCHITECT, FROM TIME TO TIME, WILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAWINGS AND SPECIFICATIONS WERE COMPLETED. CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. S CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, W THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATE CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFCATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS AND OMISSIONS ON THEIR DRAWINGS. CONTRACTOR TO SUBMIT A COMPLETE SHOP DRAWINGS AND OR SUBMITTAL FOR APPROVAL BEFORE COMMENCING FABRICATION AND/OR INSTALLATION OF ALL APPLICABLE ITEMS. ALL SHOP DRAWINGS DIMENSIONS SHALL BE FIELD VERIFIED, REVIEWED AND APPROVED BY CONTRACTOR BEFORE SUBMITTAL. SHOP DRAWINGS WHICH ARE INCOMPLETE OR LACKING SUFFICIENT INFORMATION WILL BE RETURNED WITHOUT REVIEW. W O SUBMIT SAMPLES FOR INITIAL SELECTION PURPOSES OF ACTUAL VENEERS SHOWING A FULL RANGE OR GRAIN VARIATION, FINISH AND PATTERNS PROPOSED. SUBMIT SAMPLES AS REQUIRED UNTIL APPROVED BY ARCHITECT. SAMPLES SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH. W�/ 17. ERRORS AND OMISSIONS: L.L ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOTTHE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. Z 18. BARRICADES: CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESSTHE WORK, ALL NECESSARY PROTECTIVE BARRICADES, FENCES AND OTHER SAFEGUARDS FOR THE PROTECTION OF m THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. '^ 19. TEMPORARY BRACING: `' J AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COSTTO OWNER. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS. T_ Lo 20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR PROJECT MANAGER/ARCHITECT SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. p BRANDON LI NS DAY 21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. DOCUMENT VALID UPON 23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS 25. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE- G.C. TO VERIFY PRIOR TO PURCHASE AND INSTAL. OF ANY FIXTURES. 26. EXTERIOR DECKS, BALCONIES, AND STAIRWAYS SEALED UNDERNEATH SHALL BE WATERPROOFED- ARCH. TO APPY. METHOD OF WATERPROOFING - G.C. TO SUBMIT SPECIFICATIONS. 27. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING: FOUNDATION INSPECTION BY SOILS ENGINEER PRIOR TO CONCRETE POUR AND: PER SOILS REPORT: OVER EXCAVATION, RECOMPACTION, FOOTING DEPTH, UTILITY TRENCH BACK FILL RETAINING WALL BACK FILL, PRE SATURATION OF SLAB AREAS, EXTERIOR FLAT WORK AREAS. ALL TO BE ADDRESSED IN A REPORT PRESENTED TO BUILDING DEPT. PRIOR TO FINAL ALL FIELD WELDING OF STRUCTURAL STEEL INSTALLATION OF ALL HIGH STRENGTH BOLTS CERTIFICATION OF WELD, & BOLTING TO BE GIVEN TO BUILDING DEPARTMENT PRIOR TO FRAMING INSPECTION. 28. MAX. TEMP. OF 120° TO BE APPROVED BY THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES NP. Qa SHOWERS & TUBS. ORIGINAL SIGNATURE 29, MAINTENANCE INFORMATION: THE BUILDER SHALL PROVIDE TO THE BUILDING OWNER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS, AND MANUFACTURED INFORMATION FOR ALL FEATURES, MATERIALS, COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND INCORPORATED ON A READILY ACCESSIBLE LABEL. THE m a H c O N LABEL MAY BE LIMITED TO IDENTIFYING, BY TITLE AND/OR PUBLICATION NUMBER, THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR MODEL AND TYPE OF FEATURE, MATERIAL, COMPONENT, OR MANUFACTURED DEVICE. W � £ , 9 p m 30. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, L 1�' � � Q 'o , $ R = p c m , 2 E THE INSTALLED R-VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT WITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R- O a j Z SV T 2 O VALUE. � aT9t Ha 2-N L M C m r N O_ N a 3 Q m t 31. ON PROJECTS WITH EXCAVATIONS THAT WILL BE LOWER THAN ADJOINING PROPERTIES, 30 DAY NOTICE IS LEGALLY REQUIRED BY THE OWNERS & CONTRACTORS TO HE ADJOINING PROPERTY OWNERS OUTSIDE THE SETBACK AREA. 32. DISTANCE FROM THE FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS WALL FINISH THICKNESS. J _ z ._ a NC0 O)OE N t c U O a o E c w U'-IlJmrc-m 33. ROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED WITH ON EXHAUST FAN WITH A MINIMUM CAPACITY OF 50 CFM. DUCTLESS FANS ARE UNACCEPTABLE. CBC 1203.4.3.2.1, CMC T-4-4 u � P_ 0 o w d v `O 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3 W � Kw o. M ti d A. SWINGING AND SLIDING DOORS F-0 Q - 0 m a H a TUBS, SHOWRS, SUANAS, OR STEAM B. WHELOCATED WrrHIN 60- INCHC. THEOEROFUDOORS RFACE LAND RFAACCE.S U MO a 0 RC OF EI HEREVERT CAL EDGOF 60-EN ES OF WALKING WITHIN WITHIN H THAN A 24-INCH U 00 ,a x a c M D. WHERE GLAZING AREA IS MORE THAN 9 SQ. FT. IN AREA, WITH A BOTTOM EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR. m p � c `m E. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36-INCHES HORIZONTALLY OF WALKING SURFACE AND WITHIN 60-INCHES ABOVE WALKING SURCFACE. WL Z Q y m F. ADJACENTTO STAIRWAYS WITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS WITHIN 60-INCH ABOVE NOSE OF TREAD. O d 0_ >. m m o uyi 35. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24-INCHES IN FRONT AND 15-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.5 r Z m m y , ~ U O ta 36. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30-INCH DIAMETER CIRCLE. CPC 411.7 T 2 Q C O y C m o g E 3 = � t a C) I N 0 A N M 9 V � o t'- 37. WALL COVERINGS OR SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70-INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD OR CEMENT PLASTER NC/ c E t BACKING FOR TILE. CBC 1210.3 LAS oto. y E 38. MIN. 518" TVPE'X' MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS Q ¢-0 p N C'C U P C r p N m m 2 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADED PAPER OVERALL WOOD BASE SHEATHING. CBC 2510.6 J t,. N E m ',a0_ A t 40. THE WATER HEATER BURNER TO BEAT LEAST 18-INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.14 Q m m X 2 = o a E 41. PROVIDE A 3-INCH DIAMETER BY 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE. CPC 508.14 N 0+ « . c y .= axi � U 42. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1-1/2"X 16 GAUGE STRAP WITH 3!B" DIA. X 3" LAG BOLT EACH IND. CPC 508.2 W EZZ"U)_'$ma z 43. DRYER: W -o Oca _:F 0 H� u `O THE CLOTHES DRYERS VENT SHALL NOT EXCEED 14-FEET IN OVERALL LENGTH. CMC 504.3.2 DRYER VENT TERMINATION MUST BE 3 FT. CLEAR FROM OPENINGS INTO THE BUILDING (DOORS AND OPERABLE WINDOWS) .CMC 504.5 m .3 = m a= �-&O H-2 U PROVIDE A MIN. 100 BOLIN. OPENING IN THE DRYER DOOR. CMC. 504.3.2`^ N c y `a v F- O.9Q W:E< J 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): REVISIONS A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. NO. REVISION DATE SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 45. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R315.3): A. OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) B. ON EVERY LEVEL OF THE DWELLING UNIT INCLUDING BASEMENTS. CARBON MONOXIDE ALARMS SHALL BE HARDWIRED WITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE WITH SECTIONS R314.4 & R314.5 46. ALL RECEPTACLE OUTLETS IN BATHROOMS, ABOVE KITCHEN COUNTERTOP, CRAWL SPACES, GARAGE, ROOFTOPS, OUTDOOR OUTLETS, WITHIN 6-FEET OF WET BAR SINKILAUNDRY SINK TO BE PROTECTED BY GROUND FAULT CIRCUIT INTERRUPTER (GFCI) DEC 21 0.8 47. ALL 120V SINGLE PHASE, 15 AND 20 AMP OUTLETS (RECEPTACLES, LIGHTING, SMOKE DETECTORS, ETC.) TO BE PROTECTED BY COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER (AFCI) CEC 210.12 48. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS 150%. NBMC 12.32.015 49. INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC. SERVICE PRIOR TO CONCRETE PLACEMENT. 50. UTILITY COMPANY APPROVAL IS REQUIRED FOR METER LOCATION PRIOR TO INSTALLATION. 51. FACTORY-BUILT FIREPLACES, CHIMNEYS, AND ALL OTHER COMPONENTS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING 52. FIREPLACE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEY SYSTEMS AND ARE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS R1005ANG. CMC(802.5.2.4) PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX INA SOLD FUEL BURNING FIREPLACE. SOLID FUEL BRUNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIRMENTS." 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. CBC 3109.4.4.2 54. GENERAL CONTACTOR, CONTRACTORS, SUB-CONTACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE AND WRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR JOB NO, WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 2018-01 55. ISSUANCE OF A BUILDING PERMIT DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. DATE 56. LAND. WALLS LOCATED IN FRONT AND BACK OF PROPERTY SHALL NOT EXCEED 42" HT. REFER. LAND. DWGS FOR LOUT. 12/20/2018 57. LAND. WALLS LOCATED BTW. NEIGHBORS SHALL BE SHARED ON PROP. LINE. REFER. LAND. DWGS AND SEE ATTACHED DOCUMENT FOR "AGRREMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTY WALL." SHEET NO. 58. ALL INTERIOR AND EXTERIOR JOINTS BETWEEN DIFFERENT MATERIALS OR FINISHES SHALL RECEIVE A BEAD OF CAULKING OR SEALANT TO FORM A REVEAL TO MATCH COLOR OF ADJACENT SURFACE. COORDINATE COLORS WITH ARCHITECT. 59. CONTRACTOR SHALL NOTIFY ARCHITECT FOR CLARIFICATION PRIOR TO BIDDING OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. BID SHALL BE BASED ON THE MOST STRINGENT REQUIREMENT. 60. CONTACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTACT DOCUMENTS PRIOR A TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. GENERAL NOTES 1 ?9 CITY OF NEWPORT BEACH a` c fL COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 •relFrlR��� www.newoortbeachca.Qov 1(949)644-3200 CALGREEN - RESIDENTIAL MINIMUM REQUIREMENTS Scope 1. 2016 California Green Building Standards Code (CG) is applicable to all new residential buildings, including but not limited to, dwellings, apartment houses, condominiums, hotels, and other types of dwellings containing sleeping accommodations with or without common toilets or cooking facilities regulated by the Department of Housing and Community Development (HCO-1). (NBMC 15.11.010, CG Section 101.3.1). 2. 2016 California Green Building Standards Code (CG) is applicable to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. (301.1.1) Energy Efficiency 3. New one and two family dwellings and townhouses with attached private garages shall install a listed nominal 1 inch inside diameter raceway to accommodate a dedicated 208/240 volt branch circuit. (4.106.4.1) a. The raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or enclosure in close proximity to the proposed location of an EV charger. b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated branch circuit and space reserved for installation of a branch circuit overcurrent protective device. c. The service panel or subpanel circuit directory shall identify the overcurrent protective devices space reserved for future EV charging as "EV CAPABLE." d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Co,rLIsnRESIDENTIALCALGreenmandaloryWaWres 06119QO17 1 CAL GREEN - RESIDENTIAL MANDATORY MEASURES ,gLLrokT CITY OF NEWPORT BEACH COMMUNITY DE VELOPM ENT D EPARTDTENT > 7 � BUILDING SILDI ' DIVISION IOI �' �r r 100 Civic Center Drive 'rGo-na• o I P.O. Box 1768 INew ort Beach CA 92658-8915 www.newoortbeachca.Qov 1(949)644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures meeting the requirements of 2016 California Green Building Standards Code, Section 4.303. Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or final inspection by the Chief Building Official. (Civil Code, Section 1101.1 et seq., NBMC 15.11.010) 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city's approved franchise hauler to recycle. and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7.1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, C. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. 2016 Contin\RESIDENTIALConstmctionMinimumReq 06/25/2018 t CONSTRUCTION: 10. Pedestrian protection adjacent to public way to be as follows: 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be 4 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. 2016 Ca,rN t\RESIDENmALConatractionMinimvmReq 06/25/2018 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS MAXIMUM FLOW RATE HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Multiple Showerheads Less than 5 feet Construction railings 8 feet or less S /eel or more None 0.5 gipm Less than 5 feet Barrier and covered walkway 1.8 gipm 5 feet or more, but not more than ane -fourth the height of construction Barder and covered walkwa More than 8 feet 5 feet or more, but between one-fourth and one-half the height of construction Bader 1.28 5 feet or more, but exceeding one-half the height of construction None 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be 4 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. f. Glazing adjacent to the landing at the bottom of stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. 2016 Ca,rN t\RESIDENmALConatractionMinimvmReq 06/25/2018 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE Required MAXIMUM FLOW RATE Single Showerheads 2.0 gipm @ 80 psi Multiple Showerheads Combine flow rate of 2.0 gpm 80 psi Residential Lavatory Faucets 1.2 gipm @ 60 pSi2 Common and Public use Lavatory Faucets 0.5 gipm 60 psi Kitchen Faucets 1.8 gipm @ 60 psi Metering Faucets 0.25 gallons per cycle maximum Water Closets 1.28 allons/flush' Wall Mounted Urinal 0.125 allons/flush All Other Types of Urinal 0.5 allons/flush 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or leas when tested per ASME A122.19.233.2 for single flush and ASME At 12.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage TM Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. CorrListWESIDENTIP CALGraenMandawo Measums 051196017 2 d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f.Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R31.5. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. TEMPORARY GENERATOR: 18. Hand operated construction tools powered by electricity must use power provided by Southern California Edison through a temporary pole or available outlet. In the rare case where electricity is not readily available and a portable temporary generator is necessary, then the following restrictions must be adhered to: a. Must be portable and may be easily relocated. b. Temporary generators are to be located a minimum distance from any property line according to the following table: C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2016 CorrWt\RESIDENTALConsuunionMinimumReq 06/25/2018 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter Required Required Setback Time in Use Indoor carpet adhesives 50 Carpet pad adhesives Setback from: from Adjacent Hours Wood flooring adhesive 100 Rubber floor adhesives Property Line Structures 0 - 1 day 10 feet 5 feet > 1 day 20 feet 5 feel C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2016 CorrWt\RESIDENTALConsuunionMinimumReq 06/25/2018 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million ARCHITECTURAL APPLICATIONS VOC LIMIT Indoor carpet adhesives 50 Carpet pad adhesives 50 Outdoor carpet adhesives 150 Wood flooring adhesive 100 Rubber floor adhesives 60 Subfloor adhesives 50 Ceramic file adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS 350 PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS 250 Metal to metal 30 Plastic foams 50 Porous material (except wood 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure VOC content specified in table, see South Coast Air Quality Management District Rule 1168, SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter Comisl\RESIDENTWL CALG,eenMandatoryMeasurea FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million SEALANTS VOC LIMIT Architectural 250 Marine deck 760 Nonmembrane roof 300 Roadway 250 Single -ply roof membrane 450 Other 420 SEALANT PRIMERS 50 Architectural Nonporous Porous 250 775 Modified bituminous 500 Marine deck 760 Other 750 FIREPLACE: 19. All fireplaces: a. Factory -built fireplaces, chimneys and all of their components shall be listed and Y P Y P installed in accordance with their listing g and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2 emissions level. C. Decorative shrouds shall not be installed at the termination of factory -built except chimneys t where such shrouds are listed and labeled for use with the P specific factory -built chimney system and are installed in accordance with manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.2.4) d. Horizontal openings are not allowed, for exhaust vents, in walls closer than 3 feet to a property line. (Tables R302.1(1)&(2)). Horizontal vent caps shall be 2 feet clear from property lines. e. Exhaust openings shall not be directed onto walkways. (R303.5.2) 20. Solid fuel burning fireplaces: laces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. C. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney passes through the roof. (CRC R1003.9) J. Liquid fueled fireplaces are not allowed for interior use. 21. Direct ventas appliance fireplace: 9 PP P a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft, in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 2016 CorrWt\RESIDENPALConstrunionMinimumReq 06/25/2018 4 0n96017 3 13. Paints, stains, and other coatings shall be compliant with VOC and other toxic compound limits set forth in Table 4.504.3. (4.504.2.2) VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS 2,3 (Grams of VOC per Liter of Coating, Less Water and Less Exempt Compounds) FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million COATING CATEGORY 1 VOC LIMIT Flat coatings 1 50 Nonflat coatings 1 100 Nonflat-hi h gloss coatings 1 150 Specialty Coatings 0.05 Aluminum roof coatings 400 Basementspecialty coatings 400 Bituminous roof coatings 50 Bituminous roof primers 350 Bond breakers 350 Concrete curing compounds 350 Concretelmasonry sealers 100 Driveway sealers 50 Dry fog coatings 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (signpaints) 500 High temperature coatings 420 Industrial maintenance coatings 250 Low solids coatings' 120 Magnesite cement coatings 450 Mastic texture coatings 100 Metallic pigmented coatings 500 Multicolor coatings 250 Pretreatment wash primers 420 Primers, sealers, and undercoaters 100 Reactive penetratin sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty rimers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 Waterproofing membranes 250 Wood coatings 275 Wood preservatives 356 Zinc -rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure. February 1, 2008. More information is available from the Air Resources Board. CoffUstWESIDENTIALCALG,eenMaMawa Measures 051196017 4 29. Su and return air ducts to be insulated at a minimum of R-6. Cal Ener Code Table Supply ( 9Y 150.1-A.) PLUMBING: 30. Separate water meters are required for all new duplexes. Separate fire risers are required at each water meter. 31. Plumbing Fixtures: a. New Construction & Addition/Alterations that increases condition space area, volume or size Cal Green 4.303.1): i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existing fixtures shall be replaced to meet the following 9 requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8 gpm @ 60 psi iv. Water Closet: 1.28 allons per flush 9 32. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its center to any side wall or obstruction. (CPC 402.5) 33. The water heater burner to be at least 18 inches above the garage floor, if located in a garage. (CPC 507.13) 34. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of water heaters located in garage. (CPC 507.13.1) 35. Water heaters to be strapped at top and bottom with 1 1/2" x 16 gauge strap with 3/8" diameter. X 3" lag bolt each end. (CPC 507.2) 36. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 37. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 38. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 39. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 40. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 41. The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) 42. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 43. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(11)) 44. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 45. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 46. Insulate all hot water pipes. (Cal Energy Code 150.0 0) (2), and CPC 609.11). 2016 Con0st\PESIOE'NTAmonstructionMinimvm0.eq 06/25/2018 5 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.96(2002). For additional information, see California Code of Regulalrons. Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/18 inch (8 mink 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) CorrUstIRESIDENTIALCALGmenMandawo Measums 05/196017 5 47. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve to flush the heat exchanger. Cal Energy Code 110.3 7 ELECTRICAL: 48. Electrical service to be underground for new construction, replacement building, or addition to an existingbuilding exceeds fifty 50 percent of the gross floor area of the 9 Y( )P existing building. (NBMC 15.32.015) 49. Edison Company approval is required for meter location prior to installation. 50. Field inspectors to review and approve underground service requirement prior to concrete P PP 9 9 placement. 51. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 52. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 53. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 54. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 55. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, .and outdoors. (CEC 210.12) 56. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 57. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 58. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 59. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 60. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non - cable circuits in panel (CEC 210.4(D)) 61. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (13)(1) 62. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 63. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 64. Island and peninsular counter lops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 65. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 66. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 2016 Cordis/\RESIDENnALCanstructionMinimumReq 06/25/2018 6 1 67. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G)(1). 68. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C 2 . 69. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 70. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 71. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 72. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS. 4.3.6.4.3) 2016 Corr Wt\RESIDENTIALCanstructionMinimumReq 06/25/2018 7 2 3 )JECT NAME SIMPSON RESIDENCE SUS CDP r /1 FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million V J PRODUCT Z LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard O 0.09 Medium density fiberboard 0.11 Thin medium density fberboard2 0.13 1. Values in this table are derived from those specified by the California Air Resources Board, Air Toxics Control Measure for Composite Wood as tested in accordance with ASTM E 1333.96(2002). For additional information, see California Code of Regulalrons. Title 17, Sections 93120 through 93120.12 2. Thin medium density fiberboard has a maximum thickness of 5/18 inch (8 mink 15. All duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the building inspector to reduce the amount of water, dust and debris, which may enter the system until final startup of the HVAC equipment. (4.504.1) 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. Unless functioning as a component of whole house ventilation system, fans must be controlled by a humidity control capable of adjustment between a relative humidity rage of less than or equal to 50% to maximum 80%. (4.506.1) 17. Duct systems are sized, designed and equipment is selected using the following methods (4.507.2): a. Establish heat loss and heat gain values according to ANSI/ACCA 2 Manual J-2011 (Residential Load Calculation), ASHRAE handbooks or equivalent design methods. b. Size duct systems according to ANSI/ACCA 1 Manual D-2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. c. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S-2014 (Residential Equipment Selection) or other equivalent design software or methods Installer and Special Inspector Qualifications 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and certified installers in the proper installation of HVAC systems. (702.1) 19. HVAC special inspectors must be qualified and able to demonstrate competence in the discipline they are inspecting. (702.2) Documentations 20. An operation and maintenance manual, CD, web -based reference or other approved media shall be provided by the builder to the building occupant or owner at the final inspection. It shall include operation and maintenance instruction of the equipment and appliances. (4.410.1) 21. Documentation shall be provided to verify that finish materials used comply with VOC limits as set forth in Tables 4.504.1, 4.504.2, & 4.504.3. (4.504.2.4) 22. Documentation shall be provided to verify that composite wood products used comply with formaldehyde limits as set forth in Tables 4.504.5. (4.504.5.1) 23. Documentation which shows compliance with CAL Green code including construction documents, plans, specifications, builder or installer certification, and inspection reports and verification shall be available at the final inspection. (703.1) 24. CAL Green Documentation Compliance Certification form (City form) is required to be submitted to the Building Inspector prior to final building inspection. (Section 703.1) CorrUstIRESIDENTIALCALGmenMandawo Measums 05/196017 5 47. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve to flush the heat exchanger. Cal Energy Code 110.3 7 ELECTRICAL: 48. Electrical service to be underground for new construction, replacement building, or addition to an existingbuilding exceeds fifty 50 percent of the gross floor area of the 9 Y( )P existing building. (NBMC 15.32.015) 49. Edison Company approval is required for meter location prior to installation. 50. Field inspectors to review and approve underground service requirement prior to concrete P PP 9 9 placement. 51. Service equipment and subpanels to have a min 30" wide by 36" deep clear work space.(CEC 110.26) 52. All lighting is required to be high efficacy. (California energy code section 150. (k) and Table 150.0-A.) 53. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 54. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 55. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 amp branch circuits. Except for bathrooms, garages, .and outdoors. (CEC 210.12) 56. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 57. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 58. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 59. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 60. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non - cable circuits in panel (CEC 210.4(D)) 61. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (13)(1) 62. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 63. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 64. Island and peninsular counter lops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 65. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 66. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 2016 Cordis/\RESIDENnALCanstructionMinimumReq 06/25/2018 6 1 67. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G)(1). 68. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C 2 . 69. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.) FOUNDATION: 70. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 71. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 72. Anchor bolts shall include steel plate washers, a minimum of 0.229" x 3" x 3" in size, between sill plate and nut. (CRC R602.11.1, CBC 2308.3.2, Acceptable alternate SDPWS. 4.3.6.4.3) 2016 Corr Wt\RESIDENTIALCanstructionMinimumReq 06/25/2018 7 2 3 )JECT NAME SIMPSON RESIDENCE SUS CDP r /1 'p E V J N p � Z N U UU rn F- � LU - m LU O Z U L - � U OI_I_I +a qi Z N C U o0 U a `^ c to � M I 3 Z �3 L, 1 5 w m L.. N C N_ C N'ONO-Z m_C Q m > o a -JL 0 0 z N� ^ s9 L.L r Y P 0 vJ Q d c r¢ a m L REVISIONS r W > U) J of 0JIB ZO Z LU w o p H> 1.-( O 0 0 Z 0 Z(DVU oz LU O W LU EC)=) r - G Q / 0 (AC�N� W co N Q Z y LU U F- Q I�_rI/_I - W LU O Z O -o tY >. p1 N O N F Z UJ Z_ OI_I_I m�2E°ossa Qa UJ U) `^ T� C g C s r p t I O d N 0 L � M r LIQ PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE Om aoom c -C: TLZ @.Q Q� C: c m m m O O � m Co o c Z 2.21 m 3¢mmn N 3tC K .�.. N C T a3 o 0 O T 0 C Na- y cin m N- r c V o >, o E c 06 W C6� W m C c df0 N I- O O. O .O p U U) I- he p U N m 01 0 w W 7< 4 U = O ¢TL_ m U- 11 F- 0 ¢ N O T M. N C L m Z ¢ m m Vl Z O -o tY >. p1 N O N F Q�o�o>'.~.� E>a J m�2E°ossa Qa � ea -Cr p `^ T� C g C s r p t I O d N 0 L VJ Z o. cN E -o= o O m m E E 3 c y W Z a�o-°wma m mZ p mc a L, 1 5 w m L.. N C N_ C N'ONO-Z m_C w rcm¢NO�OCE -JL 0 m p 3 Q r� 0 U m .- rdo - o s on E_".'of--" I - ^ c 3 c'3 m ` ca m o c U'� aU m O W O W 01 L.L O P 0 vJ Q d c r¢ a m L REVISIONS NO. I REVISION I DATE JOB NO. 2018-01 DATE 12/20/2018 SHEET NO. T-1.2 �o LEGEND ® — BLOCK WALL AC — ASPHALT PAVEMENT 15.00' — CENTERLINE EG — EDGE OF GUTTER FF — FINISH FLOOR FFG — FINISH FLOOR GARAGE FL — FLOWLINE FS — FINISHED SURFACE GM — GAS METER NG — NATURAL GROUND PP — POWER POLE TC — TOP OF CURB TD — TOP OF DECK TS — TOP STEP TW — TOP OF WALL WH — WATER HEATER WM — WATER METER () — EXISTING ELEVATION O — SEARCHED, FOUND NOTHING; SET U NOTHING TBM — TEMPORARY BENCHMARK SET ON A WATER METER (WM) J ELEVATION = 6.23 FEET Q Q 4.. °a QQ a — CONCRETE SURFACE LINE DATA LINE BEARING DISTANCE L1 N37°13'42"W 15.00' Iq co O WOOD DOCK Z (5.68) TD.52 ti TD TITLE REPORT/EASEMENT NOTES 511 36TH STREET NEWPORT BEACH, CA 92663 (AP N: 423-081-06) NO TITLE REPORT PROVIDED LEGAL DESCRIPTION REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: LOT 6 AND THE SOUTHWESTERLY 1/2 OF LOT 7 OF BLOCK 536, CANAL SECTION, NEWPORT BEACH, AS PER MAP RECORDED IN BOOK 4, PAGE 98, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. (7.51) FS 8.55 (2.39) NG -SAND ABANDONED BOAT RAMP -0.37) I 0 8.26 TW Nt (6.63)FS W Q LINE 6.09 � v FS -0.17 NG -SAND .m—%lhm— 6.16 6.17 6.39) (7.72) FS -TS 8.09 TW (5.02)FS 5.13 FS (5.18 TALL WALL 0000 L00 T (20.82) (6.61) CHIMNEY TOP PROPERTY FS LINE7.09 FS N37°13'13"W 100.00' 4' TALL (5.50) WALL FS POR, LOT 7 EXISTING BUILDING LOT 6 00 OCA OO-, HZ] A[L HEMPMv 011%(M DOOM 9*39 (7.36) H ' o WALL BENCHMARK INFORMATION BENCHMARK NO: J-782 FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "J 782 1946", SET IN THE TOP OF A CONCRETE POST. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD, 24.3 FT. EASTERLY OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG NEWPORT BOULEVARD AND 23.3 FT. NORTHERLY OF THE CENTERLINE OF 29TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 6.978 FEET (NAVD88), YEAR LEVELED 2015 BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF 36TH STREET PER R.S.B. 268/29 BEING N52045'57"E. _ SHORT STREET I � I 23.91 t 1 EXISTING ROOF L (6.26) BUILDING 0 AC EG CURB & I N37°13'42"W 100.00' 6.37 LOT 5 7.61) (,`F6.46) (6.4F 30.11) RIDGE DDEXISTING AIRS BUILDING LINE EXISTING BUILDING (18.38) RIDGE EG 6.29 TC (5.75)FL PP I o Z PROPERTY Q LINE W m Ln O m I Lo t� co m m z m. 5.79 FL (5.95) 6.30 EG AC I AC PAVEMENT (o LGM M 6.37 TC co (5.86 )FL (5.98) EG – – 6.46) – – – L T – FS (6.03) I 6.33 EG AC 5.83 FL ZIW I VICINITY MAP NO SCALE GRAPHIC SCALE 4 Q� 4 $ 1,6 ( IN FEET ) 1 INCH = 8 FT. N z 0 _N CE D U w 0 cr 0- 0 a a w lcc0 z 0 CL CL U N W A 00 0 N 00 II 0 ❑ ItIt co t0 [�N 1�1 m co m m U ❑ J •QLL Q SURVEYOR'S NOTES Q IL � u I O C9 SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY �L30 U w 4 LA W� Z N In W J Z� W i ❑l a L7 L` Z_W HZ PLEASE PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. ZD �I oo Ia 00 0 N 00 II 21 00 M 0 00 z co co N SURVEYOR'S NOTES Q SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY w Q 0 CORNERS OR OFFSETS BEFORE STARTING GRADING. w U i -T— PLEASE PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. — _ oo Q M m 0 O co zo^ O LOQ W Z LA OL MIN/C� S Gf� 9/7/2018 ? PAUL D. C14AFT, P.L.S. 8516 DATE LICENSE RENEWAL DATE 12/31/18 No. 8516 T NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE w Exp. 12/31/18 STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A w P 2q LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING �� lF = N 0 a OF CAO FO� DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE SHEET N0. CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. 1 1 of 21 00 M 0 00 z CONSTRUCTION NOTES: O CONSTRUCT 6" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE WALK O3 INSTALL 4" FLAT AREA DRAIN ® INSTALL 4" ATRIUM GRATE DRAIN O5 INSTALL TRENCH DRAIN PER DETAIL, SHEET C2 © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN O7 INSTALL 2" PVC SCH 40 DISCHARGE LINE ® CONSTRUCT BIO -RETENTION BASIN O INSTALL 30"0 LIFT STATION 10 REMOVE AND REPLACE DRIVEWAY APPROACH PER STD PLAN 162-L 11 REMOVE AND REPLACE SIDEWALK, CURB AND GUTTER PER STD PLAN 180-L AND 182-L. 12 REMOVE AND REPLACE ASPHALT WITH 12"W x 12"D FULL DEPTH A.C. PATCHBACK. TACK COAT ALL JOINT SURFACES PRIOR TO PLACEMENT EARTHWORK RAW CUT: 0 CY RAW FILL: 150 CY � 3:: 6.6�- 4- PERFORATED DRAIN DIMENSIONS DETERMINED 6" MIN WIDE PEDESTRIAN SAFE BY GRATE FRAME FRAME & GRATE 3/8"SLOT DIMENSIONS, USE FRAME OPENING. EAST JORDAN IRON AS FORM3" WORKS OR EQUAL (800) 874-4100 1 #4 REBAR �.F�..F.F-..F....F..F...�.F�.� OP & BOTTOM o4. tdv.',P tay.',P 7d✓•p tav�,p •ay.'•P FILL THIS PORTION W/ CRUSHED ROCK AFTER POURING GRATE SUPPORT CURB. CRUSHED ROCK W1 I 12" FILTER CLO II IF A- DIG A 24" WIDE X 18" DEEP TRENCH B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE C- FILL BOTTOM 8" OF THE TRENCH W/ CRUSHED ROCK D- FORM AND POUR PERIMETER CONCRETE CURB E- FILL THE REST OF THE TRENCH W/ CRUSHED ROCK TO 4" FROM TOP OF TRENCH TRENCH DRAIN 5 NTS I I EXISTING BUILDING II J W - - - - - - - - of - - - -.- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - II J w- (7.72) -------------------- rw .I x¢ �w n� 6.23 / 9.86 TW o ro EXIST WALL 8.09 TW 12.46 TIN (7 i N v NEW WALL ~ (7.27) 12.46 TW -_K.411" M o PROTECT - N `o o ) 6.20 8.55) I (6.63) FS 8.68 (5.5) FS (7.09) FS N o o T$ cti (6.46 FS �1 FS1 1 1 1 1 1 1 1 1 1 ^ ^ N37'13'13"W 100.00' FS �4 - G//////Y/Y/X/.'/� ////✓///Y/Y/X/%/X/ T/N///Y V/X/%/X// i////Y/Y/Y/%/X///�T//////////////////// ////////////////, %/////////////////////////////////////////////� 6.50 A 6.34 (f 10.05 (1W39) % I�d.09)TW o 0 0 -� FS FS . I TALL N " 'I .e (6.46). - --- - - - - -- -- - - --- - - - - - - - - - -\ I 5:02 FS. - - - --- - - --- - - --- --- - -- 2"- - - - -- - - ---- ---- - ---- - - ---F- -- - - ---- - - ---- - --- 2.39^SAND o- o o e o o e !MALL o o- o o 0 0 0 0 1 0 o - o o- o o o o o - o o o . SWALE 6.01 - - 6.50 el, .47) �9P 8'.87 '2. -- -- --- -- - -=1- 6-55'--- - - - - -.a�. F�-GB . o- - o C-41 FS• ^SWI h Cr.43 EXIST SEAWALL ITS _ - TO BE REPACED AND EXTENDED - - - - - (5.50)• SEE SEAWALL PLANS oII 10.05 TC I L o DSO z I -6.59 -o o o N� ,o o ,o o_,o '6.50 -o J Z I FS pS e FS 4 OVERFLOW DRAIN .. Z 7.46 TG o o i P 5.94 IEI • _ • _ d, rn DISCHARGE ONTO .13Z u I o 0 0 0 8 BIO -RETENTION PLANTERS 6 I HARDSCAPE R 5 90 10.05 TW 2.3 '. (5.18) e e 6.18 (6.39) 6.54) I w I 3 .37 I IN ND - 66FZ,...----------------------------- _ FS -GB < 0 N �--n I- NG -SAND T I I \ - Z - --- --- - - --- - - - N37'13'42"W 100.00, - - - - - - - - - - - - - -- -- - - - --- - - --- --- - - --- --- - -- TALf 6.381 WALL Z z FS a 00 li �N 6 I I I I I 6.37 FS EXISTING BUILDING 2 In 6 1 15' M AC PAVEMENT MI I I r -v;) 111=4' ABBREVIATIONS ARCH ARCHITECTURAL OWNER/DEVELOPER: SIMPSON HOLDINGS GARDEN GROVE, LLC. 21 AUTO CENTER DRIVE IRVINE, CA 92618 A.C. ASPHALT CONCRETE SOILS ENGINEER/GEOLOGIST: R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 (949) 629-2539 REPORT NO. 20180502-2 DATE: June 4, 2018 C.O. CLEAN OUT PRECISE GRADING PLAN 511 36TH STREET NEWPORT BEACH, CALIFORNIA DG DECOMPOSED GRANITE DS DOWNSPOUT EXIST EXISTING BFF BASEMENT FINISH FLOOR BFP BASEMENT FINISH PAD CHCK'D: TR B.S.P. BY SEPARATE PERMIT CONIC CONCRETE N0. DWY DRIVEWAY EMH ELECTRIC MANHOLE EP EDGE OF PAVEMENT FD FOUND FL FLOWLINE FF FINISH FLOOR FG FINISH GRADE FH FIRE HYDRANT FP FINISH PAD FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD GM GAS METER HH HANDHOLE HP HIGH POINT I.P. IRON PIPE IE INVERT ELEVATION L&T LEAD AND TACK MH MANHOLE MON. MONUMENT NTG NOTHING OG ORIGINAL GROUND PA PLANTER AREA PB PULL BOX PL PROPERTY LINE PROP PROPOSED P.U.E. PUBLIC UTILITY EASEMENT R/W RIGHT OF WAY S.F.N. SEARCHED FOUND NOTHING 6.26 SDWK SIDEWALK X90 d AC SMH SEWER MANHOLE STILT STREET LIGHT G T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE & TOS TOP OF SLAB Z TW TOP OF WALL ..-.. WM WATER METER M AC PAVEMENT MI I I r -v;) 111=4' 22 DESIGNED: ARCHITECT: BRANDON ARCHITECTS 151 KALMUS DR. SUITE G-1 COSTA MESA, CA 92626 (714) 754-4040 OWNER/DEVELOPER: SIMPSON HOLDINGS GARDEN GROVE, LLC. 21 AUTO CENTER DRIVE IRVINE, CA 92618 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9590 QROFESSFO� h��ao�Ps M. S !�2 �� Z 0. 58627 A * EXP. 12-31-18 * sT CIVIL 11 OF CA�1F0� SOILS ENGINEER/GEOLOGIST: R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 (949) 629-2539 REPORT NO. 20180502-2 DATE: June 4, 2018 BENCHMARK: BENCHMARK NO: J-782 ELEVATION: 6.978 FEET (NAVD88) YEAR LEVELED 2015 LEGAL DESCRIPTION: LOT 6 AND THE SOUTHWESTERLY 1/2 OF LOT 7 OF BLOCK 536, CANAL SECTION, NEWPORT BEACH, AS PER MAP RECORDED IN BOOK 4, PAGE 98, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. PRECISE GRADING PLAN 511 36TH STREET NEWPORT BEACH, CALIFORNIA SHEET: C2 DRAWN: MJ CHCK'D: TR DATE: 11/19/18 N0. DATE R E V I S I 0 N S 22 EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL DAVID SIMPSON. 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN MAY BE REMOVED WHEN APPROVED BY THE BUILDING OFFICIAL IF THE GRADING OPERATION HAS PROGRESSED TO THE POINT WHERE THEY ARE NO LONTER REQUIRED. 4. GRADED AREAS ADJACENT TO FILL SLOPES LOCATED AT THE SITE PERIMETER MUST DRAIN AWAY FROM THE TOP OF SLOPE AT THE CONCLUSION OF EACH WORKING DAY. ALL LOOSE SOILS AND DEBRIS THAT MAY CREATE POTENTIAL HAZARD TO OFF-SITE PROPERTY SHALL BE STABILIZED OR REMOVED FROM THE SITE ON A DAILY BASIS. 5. ALL SILT AND DEBRIS SHALL BE REMOVED FROM ALL DEVICES WITHIN 24 HOURS AFTER EACH RAINSTORM AND BE DISPOSED OF PROPERLY. 6. A GUARD SHALL BE POSTED ON THE SITE WHENEVER THE DEPTH OF WATER IN ANY DEVICE EXCEEDS 2 FEET. THE DEVICE SHALL BE DRAINED OR PUMPED DRY WITHIN 24 HOURS AFTER EACH RAINSTORM. PUMPING AND DRAINING OF ALL BASINS AND DRAINAGE DEVICES MUST COMPLY WITH THE APPROPRIATE BMP FOR DEWATERING OPERATIONS. 7. THE PLACEMENT OF ADDITIONAL DEVICES TO REDUCE EROSION DAMAGE AND CONTAIN POLLUTANTS WITHIN THE SITE IS LEFT TO THE DESCRETION OF THE FIELD ENGINEER. ADDITIONAL DEVICES, AS NEEDED, SHALL BE INSTALLED TO RETAIN SEDIMENTS AND OTHER POLLUTANTS ON SITE. 8. DESILTING BASINS MAY NOT BE REMOVED OR MADE INOPERABLE BETWEEN NOVEMEBER 1 AND APRIL 15 OF THE FOLLOWING YEAR WIHOUT THE APPROVAL OF THE BUILDING OFFICIAL. 9. STORM WATER POLLUTION AND EROSION CONTROL DEVICES ARE TO BE MODIFIED, AS NEEDED, AS THE PROJECT PROGRESSES. THE DESIGN AND PLACEMENT OF THESE DEVICES IS THE RESPONSIBILITY OF THE FIELD ENGINEER. PLANS REPRSENTING CHANGES MUST BE SUBMITTED FOR APPROVAL IF REQUESTED BY THE BUILDING OFFICIAL. 10. EVERY EFFORT SHALL BE MADE TO ELIMINATE THE SDISCHARGE OF NON -STORM WATER FROM THE PROJECT SITE AT ALL TIMES. 11. ERODED SEDIMENTS AND OTHER POLLUTANTS MUST BE RETAINED ON-SITE AND MAY NOT BE TRANSPORTED FROM THE SITE VIA SHEET FLOW, SWALES, ARE DRAINS, NATURAL DRAINAGE COURSES, OR WIND. 12. STOCKPILES OF EARTH AND OTHER CONSTRUC- TION RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OR WIND OR WATER. 13. FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT CONTAMINATE THE SOILS AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE THE BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASED INTO THE DRAINAGE SYSTEM. 14. EXCESS WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON-SITE UNTIL THEY CAN BE SISPOSEO OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS A 40% CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDELED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYESS THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE—CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON—SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON—SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON—SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC -1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRACE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE -1 SILT FENCE SE -3 SEDIMENT TRAP SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON—SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CABMPHANDBOOKS.COM EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE -8. EC2 CONSTRUCT SANITARY WASTE MANAGEMENT AREA IN ACCORDANCE WITH BMP FACTS SHEET #WM-9. EC3 CONSTRUCT MATERIALS STORAGE ARE IN ACCORDANCE WITH BMP FACTS SHEET #WM-1. EC4 EXISTING WALL TO REAMAIN. PROTECT IN PLACE. EROSION CONTROL LEGEND 8" MIN EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS PLACE GRAVEL BAGS PLACE FENCE WITH WIND SCREEN m PROJECT _ 1' MIN HEIGHT PROPERTY 2 BAGS MIN. I R GRAVEL BAG DETAIL NTS 23 DESIGNED: ARCHITECT: BRANDON ARCHITECTS 151 KALMUS DR. SUITE G-1 COSTA MESA, CA 92626 (714) 754-4040 OWNER/DEVELOPER: SIMPSON HOLDINGS GARDEN GROVE, LLC. 21 AUTO CENTER DRIVE IRVINE, CA 92618 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9590 QROFESSIO �o�p5 M. R G`EL co r Z NO. 58627 A * EXP. 12-31-18 * sT CNIL q OF CAV�FD� SOILS ENGINEER/GEOLOGIST: R MCCARTHY CONSULTING, INC. 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 (949) 629-2539 REPORT NO. 20180502-2 DATE: June 4, 2018 BENCHMARK: BENCHMARK NO: J-782 ELEVATION: 6.978 FEET (NAVD88) YEAR LEVELED 2015 LEGAL DESCRIPTION: LOT 6 AND THE SOUTHWESTERLY 1/2 OF LOT 7 OF BLOCK 536, CANAL SECTION, NEWPORT BEACH, AS PER MAP RECORDED IN BOOK 4, PAGE 98, OF MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. EROSION CONTROL PLAN 511 36TH STREET NEWPORT BEACH, CALIFORNIA SHEET: C4 DRAWN: MJ CHCK'D: TR DATE: 11/19/18 NO. DATE R E V I S 1 0 N S 23 (E.)DOCK (8.55) v (-0.37) SAND I(8.26) T VJ 09) IZT N (8.22 DEf TY IJINF ).1 (6.17)FS (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL - PLANS). - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) Lu z (E.)DOCK RAMP (E.) 6.63 FS (E) 6.09 FS (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL PLANS). - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) 8.09' T.W. (E.) 6.63FS 0 10� 05,T•W• (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL PLANS). - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) 30'- 0" R.Y.S.B, ABANDONED BOAT RAMP 30'-0" F.O.F. 30'- 0 112" (E.) 5.13 FS ' (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL PLANS). - ( REF. SURVEY FOR ' EXISTING SEAWALL LOCATION) I 10.05' T.W �� 7- 10.05' T.W. (E.)6.63FS L6 IW Ln r` LO v N LO PLANTER Z (N.) 6.36FS 8.52 FS (E.) 5.84 FS (E.) 6.16 FS T-6" (E.) 6.68 FS w PLANTER m (N.) 6.36FS �- (N.) 8.52 FS (E.) 6.39 FS (N.) 8.52 FS PLANTER (N.) 6.36FS (N.) 8.52 Fs (E.) 5.02 FS (E.) PROPERTY LINE WALL PROTECT IN PLACE 3'-6" PLANTER (N.) 6.36FS (N.) 8.52 FS 2 OUTDOOR DININGi I 32'-0314" 32'- 0 1/4" FOF 8.09' T.W. (E.) 5.5FS 0 of r o O o m Gp LL V' LL y o Ci W L1� NOOK s.oa (N.)PROPERTY LINE WALL STUCCO FINISH 0/. CMU SITE WALL - COLOR AS SEL. ARCH TO APPV. 1 - - N37013'13"W 100' 12.46'TW�_ a b LL 7.09 FS NEARBY o O V y 0 KITCHEN -2- • I I i L I GREAT ROOM I I I � 22 r (E.) 6.18 FS - m ii - 9 10.05' T.W. w 2 m m O o, LL _ (E.) 6.32 FS o LL O PLANTER y a O o iN o a O o (E.) 6.16 FS Off° (E.) 6.17F$ °: (N.) 6.36FS (N.) 8.52 FS LL LL o 9 (E.)PROPERTY LINE WALL -TO (E.) PROPERTY LINE WALL -TO N37013'42"W 100' 1 REMAIN. PROTECT IN PLACE. REF. REMAIN. PROTECT IN PLACE. REF.r LL:SURVEY SURVEY m d LL CJ (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL PLANS). - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) N . (5.97: FG 77 ® - - -- - -- -- - -- _0PT #1 6.47FS 6) PP PT #2 5.50 FS - _ - -- PROF LINE (6.54) NG-SANFS D (6 39' 5.79 FS �- - i FL (5.95 (6.35) J f GEG c rN NG ri ds 11 NG --- GRADE PLANE EXHIBIT _A/ _ I POINT#1 6.47 POINT#2 5.50 POINT#3 6.26 POINT#4 6.31 --- "- I GRADE PLANE= 24.54/4= 6.24 F L Ll _ AVERAGE SLOPE - 6.47-5.50/65= 1.5% ❑ - - - - - - (6.37 (5.86 (6.18) - - -- - �6�8) �6.69j 6.65) r 5 98 FS FS _ - PT #4 6.31 FS EG !.c WALL - - - - - L1 PT #3 6.26 FS 1 S - LINE 2 GRADE PLANE EXHIBIT 1/8" = 1'-0" EXISTING STRUCTURE - NOT A PART SLOPE PER CIVIL BEDROOM #2 PWDR (E.) PROPERTY LINE WALL TO BE REMOVED 12.46' T.W. 14 (N.)PROPERTY LINE WALL- STUCCO FINISH O/. o LL CMU SITE WALL- COLOR AS SEL. ARCH TO APPV. 6.46 R NERBY O m -� - i j TRASH LOCATION 19 5 Q-- --- - -- ---- ---- ------ -- I i+ r` T- 0" - CUR. / 21 20 8 2 I 5'-01/2" 5'-0" BATH #27r77�� I F.O.F. 1 ' I I ELEV. Li 7 I 9.00' T.O.S. 1 v U 1 UP--- �______ --- --- _�______ FOYER -_______------ �______ STAIR S ENTRY 20'- 15/8" CUR. I 3 ' SLOPE PER CIVIL► 11" 18" MAX --_ -4R@0'-6"I: -_ l; c 3 -CAR GARAGE UP �^ U r� M -N p 0 O o pf-- ----- T13@0'-61/2" UP.n ri oON 2LL2R@0'-6" (E.) PROPERTY LINE WALL- TO 1 REMAIN. PROTECT IN PLACE. REF. SURVEY EXISTING STRUCTURE - NOT A PART SLOPE PER CIVIL 20'-0" CUR. G of v I I F 15 L -� DRIVEWAY I o SLOPE PER CIVIL ► Ln W Lo ILo U o I Z I 3 F.Y.S.B. II I� II L JI SLOPE PER CIVIL I II � 6'-07/8" ' 5' - 113/8 F.O.F. Ell 9.00' T.W. lcbA (E.) PROPERTY LINE WALL - TO REMAIN. PROTECT IN PLACE. REF. co ti SURVEY O LL I I CENTERLINE OF THE STREET E13 I I I ARCHITECTURAL SITE PLAN 1 1/4" = 1'-0" l x) TRUE NORTH PROJECT NORTH KEYNOTE LEGEND 1 PROPERTY LINE 34'- 10 5/8" I 1 3 34'- 10 1/8" 4 FRONT YARD SETBACK F.O.F. SIDE YARD SETBACK 6 36'-4114" 7 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. F.O.F. (N.) GATE - (MIN. 5' HT./ 6' MAX HT. ABOVE NATURAL GRADE) TO BE NONE SCALABLE TO MEET POOL SAFETY REQ. 9 36'- 4 3/4" 10 PATIO E.) HOME TO BE DEMOLISHED (N.) PROPERTY LINE WALL- CONCRETE FOOTING NOT TO EXCEED 6' MAX HT. ABV. NATURAL GRADE. - REF. LANDSCAPE 30'-0" EXISTING PROPERTY LINE WALL -TO BE REMOVED i R.Y.S.B. 14 EXISTING STRUCTURE -NOT APART 15 (N.) 8.52 FS I (E.) GAS METER LOCATION (REF. SURVEY& CIVIL DWGS) 17 I ' 32'-0314" 32'- 0 1/4" FOF 8.09' T.W. (E.) 5.5FS 0 of r o O o m Gp LL V' LL y o Ci W L1� NOOK s.oa (N.)PROPERTY LINE WALL STUCCO FINISH 0/. CMU SITE WALL - COLOR AS SEL. ARCH TO APPV. 1 - - N37013'13"W 100' 12.46'TW�_ a b LL 7.09 FS NEARBY o O V y 0 KITCHEN -2- • I I i L I GREAT ROOM I I I � 22 r (E.) 6.18 FS - m ii - 9 10.05' T.W. w 2 m m O o, LL _ (E.) 6.32 FS o LL O PLANTER y a O o iN o a O o (E.) 6.16 FS Off° (E.) 6.17F$ °: (N.) 6.36FS (N.) 8.52 FS LL LL o 9 (E.)PROPERTY LINE WALL -TO (E.) PROPERTY LINE WALL -TO N37013'42"W 100' 1 REMAIN. PROTECT IN PLACE. REF. REMAIN. PROTECT IN PLACE. REF.r LL:SURVEY SURVEY m d LL CJ (E.) SEAWAL TO BE REPAIRED AND EXTENDED - (REF. SEAWALL PLANS). - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) N . (5.97: FG 77 ® - - -- - -- -- - -- _0PT #1 6.47FS 6) PP PT #2 5.50 FS - _ - -- PROF LINE (6.54) NG-SANFS D (6 39' 5.79 FS �- - i FL (5.95 (6.35) J f GEG c rN NG ri ds 11 NG --- GRADE PLANE EXHIBIT _A/ _ I POINT#1 6.47 POINT#2 5.50 POINT#3 6.26 POINT#4 6.31 --- "- I GRADE PLANE= 24.54/4= 6.24 F L Ll _ AVERAGE SLOPE - 6.47-5.50/65= 1.5% ❑ - - - - - - (6.37 (5.86 (6.18) - - -- - �6�8) �6.69j 6.65) r 5 98 FS FS _ - PT #4 6.31 FS EG !.c WALL - - - - - L1 PT #3 6.26 FS 1 S - LINE 2 GRADE PLANE EXHIBIT 1/8" = 1'-0" EXISTING STRUCTURE - NOT A PART SLOPE PER CIVIL BEDROOM #2 PWDR (E.) PROPERTY LINE WALL TO BE REMOVED 12.46' T.W. 14 (N.)PROPERTY LINE WALL- STUCCO FINISH O/. o LL CMU SITE WALL- COLOR AS SEL. ARCH TO APPV. 6.46 R NERBY O m -� - i j TRASH LOCATION 19 5 Q-- --- - -- ---- ---- ------ -- I i+ r` T- 0" - CUR. / 21 20 8 2 I 5'-01/2" 5'-0" BATH #27r77�� I F.O.F. 1 ' I I ELEV. Li 7 I 9.00' T.O.S. 1 v U 1 UP--- �______ --- --- _�______ FOYER -_______------ �______ STAIR S ENTRY 20'- 15/8" CUR. I 3 ' SLOPE PER CIVIL► 11" 18" MAX --_ -4R@0'-6"I: -_ l; c 3 -CAR GARAGE UP �^ U r� M -N p 0 O o pf-- ----- T13@0'-61/2" UP.n ri oON 2LL2R@0'-6" (E.) PROPERTY LINE WALL- TO 1 REMAIN. PROTECT IN PLACE. REF. SURVEY EXISTING STRUCTURE - NOT A PART SLOPE PER CIVIL 20'-0" CUR. G of v I I F 15 L -� DRIVEWAY I o SLOPE PER CIVIL ► Ln W Lo ILo U o I Z I 3 F.Y.S.B. II I� II L JI SLOPE PER CIVIL I II � 6'-07/8" ' 5' - 113/8 F.O.F. Ell 9.00' T.W. lcbA (E.) PROPERTY LINE WALL - TO REMAIN. PROTECT IN PLACE. REF. co ti SURVEY O LL I I CENTERLINE OF THE STREET E13 I I I ARCHITECTURAL SITE PLAN 1 1/4" = 1'-0" l x) TRUE NORTH PROJECT NORTH KEYNOTE LEGEND 1 PROPERTY LINE 2 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED 3 REAR YARD SETBACK 4 FRONT YARD SETBACK 5 SIDE YARD SETBACK 6 INTERIOR STAIRS/STEPS - REF. PLANS 7 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 8 (N.) GATE - (MIN. 5' HT./ 6' MAX HT. ABOVE NATURAL GRADE) TO BE NONE SCALABLE TO MEET POOL SAFETY REQ. 9 ARCHITECTURAL KEYNOTES 10 (E.) SEAWAL TO BE REPLACED AND EXTEND - (REF. SEAWALL PLANS). NEW SEW WALL NOT TO ENCROACH PAST EXISTING SEWALL LOCATION - ( REF. SURVEY FOR EXISTING SEAWALL LOCATION) 11 (N.) PROPERTY LINE WALL- CONCRETE FOOTING NOT TO EXCEED 6' MAX HT. ABV. NATURAL GRADE. - REF. LANDSCAPE 12 EXISTING PROPERTY LINE WALL -TO BE REMOVED 13 CENTERLINE OF STREET 14 EXISTING STRUCTURE -NOT APART 15 (E.) WATER METER LOCATION (REF. SURVEY& CIVIL DWGS.) 16 (E.) GAS METER LOCATION (REF. SURVEY& CIVIL DWGS) 17 CURB 18 GUTTER 19 POWER POLE -PROTECT IN PLACE 20 TRASH LOCATION -SCREEN FROM STREET AS NEEDED 21 1 MAIN SERVICE PANEL, 400 AMP (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 22 GAS STUB OUT- VERIFY LOC'N. W/. G.C. )JECT NAME SIMPSON RESIDENCE SUS CDP C.n ° E N i O (n ( N � � C+ W N U U � N Q -- U U WU W - � U c R 2 Z; H C V o0 z - m O f a C0 3 a. U) z /3 C c m 0 y z o� M c Q E d E N r U) 0 ol U -1 0 z Z_ IY Do W � > < JH iE 0Wrn p (D zUU LL OZ K WOw � co >Z> 2_0�Q> Q T i O (n ( N � W M 60 60 N Q Z W � W m c W LO.L z W Z O ui W Lij a. U) c co V J PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE N a 'Moo c Z C ZO 10.2 a o C C O N 06 m>'T�mura�d L a3¢ h m oat Z O T p L N N N C(n O)O N_ d f0�o� E>. Ti Q 0cC)f ' dmE J Foa0�po O- ry9 LL N N 9 w = WLij W UmZmOc mmv Z c N y m m 2 ¢ 09w Tp�N O V1F X 0 VoaH d5 Z rpw -TF-A- - U O `- p N E ¢ C C C`I W �a ME ° mD°E3_�L I..L W 'O y N U 2 C l=0 N 9 T m- O �. Q °o�mE�`;cc W D- rONCN °J NL.�.L C ° x d m° o N W r U O X 1J N N.DL 0 U Q otoWo W� wm (LL� N_2�U=UO.= `+ N U T -CL Do O 9 U O H ao.vQ y ZQ REVISIONS NO. I REVISION DATE GENERAL NOTE: SEE SHEET A-3 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. JOB NO, C.N.B. NOTES: 2018-01 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND DATE RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU 12/20/2018 SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY SHEET NO. CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. _ LANDSCAPE NOTES: AOmO 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. PROJECT NAME SIMPSON RESIDENCE STATUS CDP C/) E N O � U N UQ) � U z W U L N - � U 2 � R N C U o0 U 'o c — a Q co 3 d 3 Lu � o Y r V i i • r I ° 0 � I \ 'f (D Lu 00 O Hill LL SIVi�� % �i III o z U U �� \I �\ V Lu cc) dill j Iw Ali / W N ISI rn v \II1�i u U w F.AXONOMETRIC -SOUTH AXONOMETRIC -EAST W O Lu Z Z cf)w U) � M L PROJECT MANAGER/ARCHITECT BRANDON LINSDAY n AXONOMETRIC -WEST AXONOMETRIC - NORTH DOCUMENT VALID UPON ORIGINAL SIGNATURE U @ -Op TLZ @.p Q-2 c m O UW aoe M. , s Zon UQm �mcwm o m-0gE / a m o N c N - ` z Tm O C N C c 0 E c o. N�_�a_�3� Lu I�IIID�iv \ = -co m°�"�>o 0 ° L O U � �V%j wvy��I /� DATE 12/20/2018 SHEET NO. A-1.0 215 3 A-5.1 2 A-4.1 3 2 A-5.1 A fi 2 30'- 0112" 64' -11" 5'- 0 1/2" 44'-10118" 23'-10" 12'-93/4" 9'-1314" 14'-3318" i 2-10" '-01/8" 7-91/4" T-0118" T-0" 7'-0518" 2'-3118" 8'-9" 1'-95/8". 4'-71/8" 4'-65/8" '-0718" 12'-2112" I to N s 2 20 `4) AD -1 6 7 8 Io - ---- - 3'-0" 6,_3.• 3-0" 2'-75/8" - N MECH J L - J L - - - La 2` 20 12 12'-3' 6 CLR. " 4 N L CLR. v "' AD -1 M 6 30" N 17 17 12 14 13 12' 17 17 11 10 M ¢ TUB - MAX I 5 11 BA #2 J 5 - - - - - J I 1s KITCHEN o U f r 4 z 18 _ s13i[16 26 11 15 0 ' 21 �_, _ T i - ] i� I � (V t 1 x -34 20 - DW o T BEDROOM #2 BUILT-IN j CLOSET -- _ - L OPER I.D. I 13 �- NOOK � I I I I F, K i I _ I � M 8'-4" 6'-8318" Ad -1 �L--- -_ ` 10----------- 5 I vi c° I 1 L CLR. = � r= o in �� 19 p N 6 I a -5.o PWDR o 41, L +-E5°° n A -5.o 25 10 11 W 13 N 123 -CAR GARAGE r - lo" o 4ELEV `I NOTE. PROVIDE MIN (2) T P XON ALL GARAGE SURFACES /;. CLR. v ? o _--- - - Q M M n 3 Z-10" '-01/8' 1'-61/8"1'-8518" 18'-11/4" 2'-6" 5'-8718" -43/4" 5 0314" - 3 r� A-4.1 - -- t+] tom$+ N O 0 0 AD -1 N o _ 1g � IU 1 m 1 N Al j =i,yy%-; g r' I ... r - sti'_ - A-5.1 A-5.1 7 L 3 TYP. M -7 A QO-1518"� '- _AD -1 7 AD -1 m 17R 0'-71/2 CLR - -- L I _ N 8 7 F N 20 FOYER 9 20 GREAT ROOM D-1 = =_ - - ' v 20'-0" 4' I - - --0.,- I _ .- CLR _ T- 9 5/8"_ _ 1 I I O --- CLR,- - 7 _-CLR. m o i 1 31 6 i 20 , D -t o STAIRS a !_ 7 35 C? 3 0' CLR. - N of � O N - N ❑ N 1 N ` O O b 10 N N c L-- -- -- -- - -- -� - -- -� -- -- -- - -� -- -- -- -� -- -- -- -- '-114" 1'-2"1'-77/8'1'-61/8"1'-8518" 3'-0518" 3'-2118" T-7314" 3'-21/8" 3'-6518" 2'-9114" 2'-9118" 4'-63/4" 4'-0" 5'-11" 9'-6" 5'-81/4" 57r 7r 7r 7r 6'-41/4" 22'-3718" 5'-6318" 8'-63/4" 21'-1114" 1'-03/8" 30'-0112" 1 64'-11" 5'-01/2" n FIRST FLOOR PLAN 3 z 2 3 2 1/4" = 1'-0" A-5.1 A-5.1 A-5.0 A-5.0 A-4.0 A-4.1 3 2 3 2 A-5.1 30'-0112" 64'-11" 5'-0112" 4'-101/6" 16' -8" i13'-4112" 14'-1118" 14'-5114" 1'4" 2'-113/8' 11'-33/8" 1 2'-53/8" 4'-6314" 8'-93/4" 3'-0" 4'-9112" I O O O I O 14 15 16 v SECOND FLOO PLATE +9" $ d 1T 187 c ci Lc N N iv 26 _'-3'- 718" 18 6" °0 1-1314" 26 8'-93/8" 13/4" -IN6.512F.O.F. 13' BUILT PER I.D. 16'-03/4" m2� 7 3/4" CLR. 3'-13/4" 4'-8916" 3 2 ,i I o;n T 20 -2114" T-9314" I 21 1 25 23 F.O.F. _ J U M CLR. M SECOND FLOO PIATE +9" 8: 2 LNDRY. 18 MASTER W.I.C.1 2 1 BATH #3 I 4 10 L? o '(:15:)''I MASTER SUITE -- -- 12 24 v i 5�0 22 21 I 4'-6314 5'-7314" 5'-41/8" 1'-9" 4'-8" 18 r CLR. 1 ELEV. MECH. BUILT-IN BEDROOM #3 2s Im 1 A-5.0 v A-5.0 �+ o HALLWAY 21 23 CLOSET LD.I I I � � I i° 22 ih L - r `= -10" '-0118"1'-6118"1'-2"1'-81/2"1'-85/8" 3'-31/8" V-41/8" 5'-1112" 0 4'-63/4" '-05/8" 1'-91/2"1'-95/8" 2'-63/8" 4'-63/4" 5'-03/4" 2'-4314" 4'-2" 1'-10112" 10'-7114" Z-0" ; N 35 ari12 m 18 25 21 a O . BUILT -IN D. 19 r A-4.0 3 m N IIS 12 P PERLD. 14 a -BUILT-IN CLOSET PER I.D. 5 - I Q LOSET 3 1 1 1 iv / VANITY 15 R @ 0' - 7 1/ ' AD -1 4 BUILT-IN CLOSET PER I.D. o ---� T-- -�--- 1-2314". 3'-93/4" '� 1 I 9 8 AD- 12 11 N 26 12 2 F.O.F. 21 8: / UP _.._ _ _ N N D I 13 / 35 ---- SEAT - _ AD -'r � I LINEN � 0 0 27 - -- 8'-63/4" 2'-6112" 6'-6112" --- LR_ -CUR. �MLR /30' MIN. Z / r.,21N2 I\ \//IMASTER Tub --- -- 2,-6„ CLR z�3 MASTER BATH JQ I I? o BALCONY E� BEDROOM #4 3s --- --- - 12 ap I tO 2/o MIN. 2 / 22 I 10 23 I _ - - - -- - 27 16 z / BATH *F1_8] I �1" 33 � 17 W C. � � � � � � 25 2'-81 w 14„ `� � 2'-6" 3'-51/2" M U STAIRS CLR. ( MAX- �// .... 11 10 12 � = CLR. 25 O 8,_0„ iCLR. 33 32 / 0 31 27 N - LI 33 c° N CLR. 7" 2' - 6" 5' - 10" 2' _ 6.. T � N V lull 30 .Aay. - _ 29 - 28 - ABV. - - N 3:12 0 3:12 o N 11 1N J38.[06 F=298 25 N � o AD 1 l 0 39 D [V im AD -1 I L-- -- -- -- -� -- -- - --- - -- - - - -4'63/4 -6 5/8'p -2-" 28 4'-28 413/4 4- 2a4 IB -- 2--4 l'-61/8"1-2 6-81/4" 7 4 - 814'-101/8" 9'-4318" 5'- 318" 9'-1114" 4'- 12" 13-1/4" - --J a 2'-0112" 30'-0112" 64'-11" 5'-01/2" 3 2 3 2 O SECOND FLOOR PLAN 2 A-5.1 A-5.1 A-4.0 MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152 (a)). FOR CONTINUOUS WHOLE -BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM+1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,639 S.F. (0.03) 3,639 S.F.+ [7.5 CFM x OCC. (BED. +1)1 = 109.17 CFM + (7.5 x 5) = 146.67 CFM REQ'D. 1 2 KEYNOTE LEGEND REAR YARD SETBACK SIDE YARD SETBACK 3 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 4 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED 5 PROPERTY LINE 6 MAIN SERVICE PANEL, 400 AMP (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 7 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S INSTR'S. (CRC R1005) 8 STAIRS - MAX 775" RISE, MIN 10' RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF DTL. 3/AD-1 9 HANDRAIL - 34' - 38" ABOVE STAIR NOSING (36" TYP. U.N.O.) - MATERIAL AS SELECTED, REF. DTL. 2/AD-1 10 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 11 COUNTERTOP -AS SELECTED 12 BASE CABINET- BUILT-IN, FINISH AS SEL. 13 PROVIDE OUTLET (HIGH OR CEILING MOUNT) FOR COOK -TOP VENT- VENT TO EXTERIOR 14 KITCHEN EXHAUST HOOD -PROVIDE MIN. RATE OF 100 CFM PER BEES 150(o), EXC. 5 TO 152(a) & ASHRAE STD. 62.2 - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. - VENT TO EXTERIOR 15 DOUBLE OVEN - AS SELECTED 16 DISHWASHER -AS SELECTED 17 UPPER CABINET - BUILT-IN, FINISH AS SEL. 18 FURNISHINGS - AS SELECTED 19 1-3/8' MIN SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1) 20 1-1/2' MAX STEP AT OUT SWING DOORS (R311.3.1) 21 TALL CABINET- BUILT-IN, FINISH AS SEL 22 SHOWER- HOT -MOP PAN, PROVIDE TILE W/ CEMENT BACKING MIN 70' HIGH, NET AREA 71 S.F. MIN.; 30" DIA. CIRCLE MIN. (CPC 411.7) 23 TEMPERED GLASS - 1/2" THK. (MIN. 3/8") ARCH. TO APPROVE PANEL SIZE & HARDWARE 24 WASHER -PROVIDE HOOK-UPS & POWER 25 TOILET -MIN. 24' CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 26 LAUNDRY SINK -AS SEL. 27 BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES W1. OWNER) 28 WINDOW TO MEET EGRESS REQ'TS. - REF. DOOR & WINDOW NOTE #6 ON SHEET A-7.0 29 LINE OF ROOF ABOVE 30 LINE OF TRELLIS ABOVE 31 FRONT YARD SETBACK 32 OVERFLOW DRAINLINE--IN WALL/ FROM ABOVE (TERMINATE ABV. EXT. FLATWORK 33 DECK DRAIN - SLOPE 2% MIN. - REF. DTL. 1 VADA 34 WATER HEATER -TANK- SIZE PER T-24 REPORT REF. DTL. 1/AD-1 35 FIREPLACE - PREFABRICATED, GAS ONLY, 'TOWN AND COUNTRY; MODEL TC42 [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX FIREPLACE MUST COMPLY W/ THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 36 TEMPERED GLASS ENCLOSURE - 1/2' THK. (MIN. 3/8' THK.) GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 37BASE CABINET- SINK UNIT, BUILT-IN, FINISH AS SEL. 38 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 39 1 DECO. WD. FASCIA W/. KYNAR PAINTED ALUM. GUTTER - REF. EXTERIORS& DTLS. PROJECT NAME U) 0 0-1_9-10 SIMPSON RESIDENCE STATUS CDP 0Wrn r /'1 o E N V J � O N U U rn r Q D :cf) Q> U � L z 2 O LI � c m - � U Q0 2 o Z H C V o0 U O c - m Q Q c� 3 z O ,3 N Q y o o c O � E � �M R r W �t - m W o z z 0I— W ) a. TRUE NORTH PROJECT NORTH W � r Ln DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) PROJECT MANAGER/ARCHITECT TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" -CONTACT ARCHITECT IN WRITING FOR ANY BRANDON LINSDAY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: DOCUMENT VALID UPON ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 9 aZ p 0 0 EXT. FIRE RATED PARTITION REF. DTL. 8 &12/AD-1 T E°m o o .� ma §Z 0 20c O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 mm oat `22 o-3Qmm D (n C -.2 N= N IE D NEW WALL -2 x6 STUDS @ 16" O.C. 0 �o�o° ° W m c bE N=> O N N 9 0 0 NEW WALL -2x4 STUDS @ 16" O.C. w=oma`m>� -U U m p m o c m m v � `mm a ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. Z r, a M N H Q 9< M O N O N 0 CONCRETE RETAINING WALL - REF. STRUCTURAL m = c' E 0_= a CONCRETE MASONRY WALL - 6" CMU U.N.O. z ' �_ °_ ° E942t �s=m C L O m d 0 0 o m m E c c c 6U y�Um m`L,T DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED J r m N C0 C A ..ti STUD @16"O.C. _�0'm2=,` n.- em m m N mm 0La_oo0 LL0°1m°'� 0-0 ® WINDOW - REFERENCE SCHEDULE O E. � O o mt 0 00 W'I1 a m Hm ~ $ m d U = U d= / T CL Do rcr) ow LL.H 2160Q NLQ [j L DOOR - REFERENCE SCHEDULE REVISIONS F__ NO. REVISION DATE CABINET - BUILT IN CASEWORK L J ❑ G ® COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE OPLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. � LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS 2018-01 DATE 12/20/2018 1i WALL TAG - REFERENCE SHEET A-7.0 SHEET NO. 101 DOOR TAG REFERENCE SHEET A-7.0 t[ WINDOW TAG -REFERENCE SHEET A-7.0 A 2 ■ FTI KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A PLAN LEGEND :�,O U) 0 0-1_9-10 0 Z LLI -Y-00 a0 0Wrn p z(ODU ILL w z 0LID �Lu D :cf) Q> z 2 O M W Q0 N Q Z W C-) ILLI - m W o z z 0I— W ) a. TRUE NORTH PROJECT NORTH W � r Ln DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) PROJECT MANAGER/ARCHITECT TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" -CONTACT ARCHITECT IN WRITING FOR ANY BRANDON LINSDAY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: DOCUMENT VALID UPON ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 9 aZ p 0 0 EXT. FIRE RATED PARTITION REF. DTL. 8 &12/AD-1 T E°m o o .� ma §Z 0 20c O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 mm oat `22 o-3Qmm D (n C -.2 N= N IE D NEW WALL -2 x6 STUDS @ 16" O.C. 0 �o�o° ° W m c bE N=> O N N 9 0 0 NEW WALL -2x4 STUDS @ 16" O.C. w=oma`m>� -U U m p m o c m m v � `mm a ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. Z r, a M N H Q 9< M O N O N 0 CONCRETE RETAINING WALL - REF. STRUCTURAL m = c' E 0_= a CONCRETE MASONRY WALL - 6" CMU U.N.O. z ' �_ °_ ° E942t �s=m C L O m d 0 0 o m m E c c c 6U y�Um m`L,T DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED J r m N C0 C A ..ti STUD @16"O.C. _�0'm2=,` n.- em m m N mm 0La_oo0 LL0°1m°'� 0-0 ® WINDOW - REFERENCE SCHEDULE O E. � O o mt 0 00 W'I1 a m Hm ~ $ m d U = U d= / T CL Do rcr) ow LL.H 2160Q NLQ [j L DOOR - REFERENCE SCHEDULE REVISIONS F__ NO. REVISION DATE CABINET - BUILT IN CASEWORK L J ❑ G ® COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE OPLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. � LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS 2018-01 DATE 12/20/2018 1i WALL TAG - REFERENCE SHEET A-7.0 SHEET NO. 101 DOOR TAG REFERENCE SHEET A-7.0 t[ WINDOW TAG -REFERENCE SHEET A-7.0 A 2 ■ FTI KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A PLAN LEGEND :�,O u 1 A-5.0 MECHANICAL VENTILATION NOTE 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152 (a)). FOR CONTINUOUS WHOLE -BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM+1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,639 S.F. (0.03) 3,639 S.F.+ [7.5 CFM x OCC. (BED. +1)] _ 109.17 CFM + (7.5 x 5) = 146.67 CFM REQ'D. KEYNOTELEGEND 1 SEWER EJECTOR 2 WATER HEATER -TANK -LESS (ON DEMAND -DIRECT VENT) WALL -MOUNT +44" MIN.,'NORITZ OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. INSTALL PER MFGR. SPEC. 3 CHIMNEY CAP/SPARK ARRESTOR - [DTL. 21/AD-1] (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.42.4) 4 WATER HEATER -TANK - SIZE PER T-24 REPORT REF. DTL. 1/AD-1 5 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 6 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 7 PROPERTY LINE 8 REAR YARD SETBACK 9 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED 10 SIDE YARD SETBACK 11 FRONT YARD SETBACK 12 HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" TYP. U.N.O.) - MATERIAL AS SELECTED, REF. DTL. 2/AD-1 13 STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 14 INTERIOR GUARDRAIL- MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 15 SHOWER- HOT -MOP PAN, PROVIDE TILE W/. CEMENT BACKING MIN. 70" HIGH; NET AREA 7.1 S.F. MIN.; 30" DIA. CIRCLE MIN. (CPC 411.7) 16 FURNISHINGS - AS SELECTED 17 TEMPERED GLASS ENCLOSURE - 1/2" THK. (MIN. 3/8" THK.) GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 18 COUNTERTOP -AS SELECTED 19 CONCRETE HEADER - ARCH. TO APPV. SIZE & PROFILE OFFSET. 20 RESIDENTIAL ELEVATOR -'CALIFORNIA CUSTOM LIFT, INC.' OR EQUIV., SHAFT SIZE = 54" X 60" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 21 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 22 ROOF FASCIA, KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -CHAMPAGNE -GREY) - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 23 PARAPET WALL - WOOD CAP FINISH O/. FLASHING, SLOPED TOP (2% MIN.) 24 WINDOW TO MEET EGRESS REQ'TS. - REF. DOOR & WINDOW NOTE #6 ON SHEET A-7.0 n THIRD FLOOR PLAN Lir-1/4' = V-0" TRUE NORTH (4) PROJECT NORTH DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 )JECT NAME SIMPSON RESIDENCE TUS CDP r /'1 p E N V J � C Z N U U � N Q .- U � LLQm m W �- m - � U OLu 1 R 2 H C V o0 U p c Q c� 3 •- 3 Z � 3 O � o y E c R I. W �r W U) 0 0-1 U�0 0 Z LU LU 00 H % I_— co :5 00Z p LL z U U U z Ow�w w W0 D w D E QQZ_ �> O U)(DN� W M (D QoN Z y W w m W o Z Lu z OLu cf) LU a PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1T o y Z = Oy C '_ 'O p 0 O) 0 EXT. FIRE RATED PARTITION REF. DTL. 8 &12/AD-1 _ =a m°m03 cmm mac�6'w'>.B O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 L a 3 a m y y o a O T p L.2 h y N = m0.m.2 U cw m� 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. c'j�_ a y c am 0 NEW WALL 2 x 4 STUDS @ 16" O.C.o a a� m a g U m 0 m O c m A K y p WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. a Z , a y E y c y 0 d w T p y O N 0 ,m L.=L4: y Z N w r T- A 0 CONCRETE RETAINING WALL - REF. STRUCTURAL W a= d 0 H oL m ° E ya 4-:0 0 3- p p p y H U a C 0 c N CONCRETE MASONRY WALL - 6" CMU U.N.O. z p g 9 �py� o.yy o h m mo E c c 6 y 9 •- y N Ol DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED J 9 d STUD @16"O.C. LL zoco°a2ma0 � m x E o _ O O LL�� Cyd-0J� E L � `-:E0 ® WINDOW - REFERENCE SCHEDULE O 5 OI-CUA NQ O O_ L OIL p y. J y,a �UCLE ¢U LLH 0. 0.9a NL..a ❑ DOOR - REFERENCE SCHEDULE REVISIONS r NO. I REVISION DATE CABINET - BUILT IN CASEWORK <— J 0 ® COLUMN -REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE 00 PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO. � LIGHTING FIXTURE -REFERENCE ELECTRICAL PLANS DATE 2018-01 1i WALL TAG - REFERENCE SHEET A-7.0 SHEET NO. 12/20/2018 101 DOOR TAG REFERENCE SHEET A-7.0 1� WINDOW TAG -REFERENCE SHEET A-7.0 0 A 2ml KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A I PLAN LEGEND A-4.1 3 2 2 2 3 A-5.0 A-5.1 A-5.1 A-5.0 gyp 0g•- o y M O THIRD FLOOR T.O.S. 32.38'T.W.- rn O "v ti U HT. CERT. REQD 34'-3718" THIRD FLOOR PLATE 6314" A-3.0 2�1LL I iO a d 29'-8114" 4114" I 3 THIRD FLOOR T.O.S. F.O.F. 0'- 3 5/8" F.Y.S.B. N 2" 2314" 791 4 `�L _L -1 CA3.0 11 5'- 11314" 51'-4 1/8" 1 " F.O.F. F.O.F. ,IIf ---------- 0 0 L m 32.09' 35.16'c'j HT. CERT. REQ.D r 2 3:12- ROOF PLATTE 0 L N eA3 A-3.0 3:12 3:12 2 } 33.94' 1 I7737.59' HT. CERT. REQ.D A-3.0 1 A-5.0 HT ERL_REQ.D 2 3/4" 4'- 9 3/4" 11 41/4" 3:12 F.O.F. 35.47' _ 111 _ I I ROOF PLATE 77 6 314" - l'- 41/2" J1, A-4.0 3 THIRD FLOOR PLATE I 379ERT: 4 3 HT: CREQ. A-3.0 L F 37.59' 7� 1 7 H . CERT. REQ.D 63/4 F.O.F. 3.0 UP THIRD FLOOR T.O.S. 3:12 I 3:12 L_J ROOF DECK 2" 20'- 11 3/4" 11 (REF A21) Lu ' ' ® _ � 6:12 30'-0" I L 6:12 T- L�J 31.57' ` - - 1'-33/4" 7F.O.F4" Fxs.6. 32.67' N LLEU 32.33' T.R. I 5 43�.HT.CERT. REQ.D 3:12-ROMF`�1 4 I - ROOFPLATE 8'-7" I 2" 26'- 5 3/4" F.O.F. I 8 F.O.F. 6:126:12- THIRD FLOOR T.O.S. N NII N 4 7:12 3 3/4" L-------- ---8318" --- io 11 -3.0 T t17/8" -------- -------N ----- - -- - - - --J m 1 4 - - - - - m r v ------ ----- o A-3• 5 LL ------- 2 HR-- --- J C6 3 1 -HR- M LL 35.47' '� ii o u: -- -� LL: A-3.0 M LE 0� 9p o m 0 N 0 o tD 09• pi" A-3.0 LL THIRD FLOOR PLATE -3" DIFFRENT OR THE SAME? UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. PRODUCT LISTING: Cn ICC # ESR -2048, CB -150 STANDING SEAM METAL (ZINC OR EQUIV.) - REF. 12 MAT. SCHED. AIA -5, SLOPE PER PLAN CLASS'A' ASSY. W FASTENERS PER MFGR. INSTRUCTIONS 1/4" DENSGLASS OR EQUIV. - MIN. 30# ROOF FELT- (2) LAYERS GAF VERSASHIELD 2 UNDERLAYMENT V 15/32" COX PLYWD. SHTG. w� � ■ MIN. (REF. STRUCT) AIR -PERMEABLE INSULATION (PER PLANS) 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) CONT. LOCK STRIP, VALLEY DETAIL SOLDERED CLEATS @ 18" O.C. MAX. 6�\4 ^OO DOUBLE FOLD 3/4" LOCK, ALT. METHOD 6+ METAL ROOFING DETAIL 1 1/2" = 1'-0" x 12"_16" c� ARCH. TO APPV. rJ EAVE DETAIL 1 1/2" = 1'-0" MIN. 24" TO PL. ROOFING PER PLAN & MAT. SCHED. O/. ROOFING FELT (MIN.2 LAYERS 15#) ROOF SHTG PER STRUCT. 2x ROOF RAFTERS PER STRUCT. COPPER DRIP EDGE (TYP.) "� ZN N COPPER GUTTER AS SEL. CONT. BUILT-UP FASCIA & SHDW. BD. - ARCH TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS DBL. 2x BLK'G. CROWN PROFILE AS OCCURS - VER. W/. ARCH - REF. DTL. 5/AD-2 BLDG. WRAP O/. (1) LAYER 5/8" TYPE'X' GYP. SHT'G. (ALT. 2x SOLID BLKG.) EXTERIOR FINISH PER PLANS & MAT. SCHED. )JECT NAME SIMPSON RESIDENCE LTUS CDP Cn N E � C N U U � N Q -- U U W � c m - � U 2 R 2 H C V o0 U p w� � ■ C - Rf �3 �3 z Q y o E c cR r W �r W i U)U0-1 _9-10 z Z LLi IY 00 O �>w, J Z iE O�Wrn LL p z U U U z 0Lu Lu >z> 2 < Q i i T O (n U` N� M WQo N Z y LLJ T_U w � m W o Lu Z Z O Lu W ROOF PLAN w 1/4" = 1'-0" /� li = TRUE NORTH PROJECT NORTH (y) KEYNOTELEGEND 1 SEWER EJECTOR 2 CHIMNEY CAP/SPARK ARRESTOR - [DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE PROJECT MANAGER/ARCHITECT TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC.BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. BRANDON LINSDAY INSTRUCTIONS. CMC 802.4.2.4) 3 FRONT YARD SETBACK DOCUMENT VALID UPON 4 REAR YARD SETBACK 5 SIDE YARD SETBACK 6 IPROPERTYLINE 7 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED/DEMOLISHED ORIGINAL SIGNATURE 3 2 3 2 T T A-5.1 A-5.1 A-5.0 A-5.0 r N; o 2 c50 -mqa A-4.0 4 RAKE DETAIL 1 1/2" = 1'-0" ROOFING MATERIAL (REF. PLANS) O/. 30# ROOF FELT & COX PLYWD. ROOF SHTG. (PER STRUCT'L.) EAVE FLASHING W/. DRIP (BY ROOFING MFGR) TO MATCH ROOF CAULK & FLASHING BASE FLASHING CONT. 2x FASCIA - ARCH. TO APPV SIZE PRIOR TO CUTTING ROOF RAFTERS 2x SOLID BLK'G. STUCCO STOPPER EXTERIOR FINISH - REF. PLANS & MAT. SCHED. THERMAL BATT INSULIN. 'TYVEK' OR EQ. BLDG. WRAP COX PLYWD. SHTG. (PER STRUCT'L.) INTERIOR FINISH, PER PLAN (WHERE OCCURS) OVERHANG PER PLAN 1/2" ALV& 3 EAVE DETAIL (CROWN) 1 1/2" = 1'-0" 24" TO PL ROOFING PER PLAN & MAT. SCHED. O/. ROOFING FELT (MIN. 2 ROOF SHTG PER STRUCT. 2x ROOF RAFTERS PER STRUCT. COPPER DRIP EDGE (TYP.) COPPER GUTTER AS SEL. CONT. BUILT-UP FASCIA & SHOW. BD. -ARCH TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS DBL. 2x BLK'G. TYR REVEAL CROWN PROFILE AS OCCURS - VER. W/. ARCH - REF. DTL. 5/AD BLDG. WRAP O/. (1) LAYER 5/8" TYPE'X' GYP. SHT'G. (ALT. 2x SOLID BLKG.) EXTERIOR FINISH PER PLANS & MAT. SCHED. m m o $ c m a� Z 2aq02- 0 6.9 WNOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHTG. (F.O.S.) TYP. U.N.O. EAVE DIMS. o c da m a,NE Fo' oO'a o ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA dvv. 9Nd0° U V 2 m m v 69 ¢_ z C m a N N'S FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC z ° ¢ m'E N a H VENTILATION CALCS. 0 w ami yt 0 dma.cr� d Zm- U ¢ . C _y 0 -EO - =mcg.�C°•�»caac ap y N U= M Np A ROOF PLAN LEGEND '6 0, m QN N O'O O C -a J i O N c 2 C 0 "J c`o.12dma 0E ROOF VENTILATION NOTES: (CRC R806) a � � x 12 a- o o E LL '2's O j a.- __.:E U O OFV 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE P w d UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING O o m r OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST_ a _ o.= $ DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE .�`aU v U PROVIDED W/. CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH .Q o. v' Q y £ Q ROOFING MATERIAL (REF. PLANS) OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL O/. 30# ROOF FELT & COX PLYWD. CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE REVISIONS ROOF SHTG. (PER STRUCT'L.) OUTSIDE AIR. EAVE FLASHING W/. DRIP (BY NO. REVISION DATE ROOFING MFGR.) TO MATCH N ON THE NET FREE VENTILATING AREA SHALL NOT 8E LESS THAN IOF THE AREA OF THE SPACE VENTILATED. THE 1 Revision 1 Date 1 ROOF NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/3001F ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN BASE FLASHING CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL 2x SOLID BLK'G. OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A CAULK & FLASHING MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG. AND AT THE LOCATION OF THE VENT. CONT. 2x FASCIA -ARCH. TO APPV. 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G'S INSTALLATION INSTRUCTIONS. INSTALLATION SIZE PRIOR TO CUTTING ROOF OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION RAFTERS OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. STUCCO STOPPER 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLYTO THE UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE EXTERIOR FINISH - REF. MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO PLANS & MAT. SCHED. INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY. 3. WHERE WOOD THERMAL BATT INSUL'N. SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE JOB NO. ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR- 2018-01 'TYVEK' OR EQ. BLDG. WRAP IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER OR SHALL HAVE A CLASS III VAPOR RETARDER CDX PLYWD. SHT'G. (PER STRUCTL.) COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. DATE 100.1-A) 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION 12/20/2018 DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REGO. WHEN ROOF TILES, WOOD SHEET NO. INTERIOR FINISH, PER SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS PLAN INSTALLED, A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER (WHERE OCCURS) WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR -IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. 5.2. AIR -PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR -PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHT'G., RIDGE BOARD OR SHEET INSULATION W/. AN R -VALUE OR RA SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. A�300 THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE 2 INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED RAKE DETAIL (CROWN) INSULATION BOARD IS USED AS THE AIR IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER 1 1/2" l' -O" OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. 2117 Ak,MAX. HEIGHT 8.00' 3 jb,ROOF PLATE LTYP.)- 5.67' MAX FLAT VJ 33.00' 1IRD FLOORT.O.�TYF .67' jk THIRD FLOOR PLATE %-'27_56 7. - 0 2 � 0 3 LL N X FLOOR T.O.S.SYP. < FLOOR PLATE YPP I - TOP OF CURB 10.05' 1 FIRST FLOORIT.O� r 1 A-5.0 37.94' HT.CERT.REQ.D rh MAX. RIDGE HEIGHTMAX. RIDGE HEIGHT 38.00,-------------------------------------------------------------------------------------------- ----------- 38.00 lu- 3 ROOF PLATEITI'P.L - - - 35.16 1�1 7 7 1 35.67 - PLATE=.L ------ - -------------- -------------- - ROOFPLATEITYP. — 6 All- � � � � - 21 35.67 eAD_ AD-1 rk MAX FLAT --- 32.09' -- 6,7 - N 28 s 32.33' _� -- MAX FLAT -------------------- --------------------- - qu 33.00' 0 2 HT.CERT.REQ.D o 33.00' 6 :12 z LL - 14 � LL 2 THIRD FLOOR T.O.S. JTYPP.) _ _ LE THIRD FLOOR T.O.�TYP.) Il 8.67' --- - - -- -- - 2 - --- 28.67' rk THIRD FLOOR PLATE - T 27.58' -- - - - - - - _ _ _THIRD FLOOR PLATE 27.58 � f m x 6 o a 13 = o s m o10 i 6 35 AD -1 34 33 10 o m A15 o - o N I� O Ji � F 2 2 = Z LL Z LL Z LL rk N LL SECOND FLOOR T.O.S. (TYP.)- - SECOND FLOOR --- - -- V17 - n 9.58' - - - - - - - - - - - - - - - - 19.58'' rk SECOND FLOOR PLATE (TYP) - - - - 15 - - - - - - 8 - _ _SECOND FLOOR PLATEITYP. ---- -- - 18.50' 18.50' v v PL PL. U an d 3 o Q 2 - rk TOP OF CURB TOP OF CURBAL _ _ - --- -- - - -- - - - - - 10.05' 7 v10.OZ--- - - - - - -- - --� 1='-- --- - ��� �� FIRSTFLOOR�O.SS� 00' FIRST FLOORT.O� 9.00' 9.00DE PLANEIIIIII —III III—III -�III III �� III GRADE P NE 9 00' - i I I IIIIIIIII-III IIIIII-III 111- J IIIIIIIII11 IIII1 I IIIIIIIIIIIIIIII11 II n BAY FRONT ELEVATION 3 2 3 2 A-5.1 A-5.1 A-5.0 A-5.0 MAX. RIDGE HEIGHT 38.00' ROOF PLATE TTYP.1 L 35.67`' \-w -------------------------- MAX FLAT 33.00' THIRD FLOOR T.0 S. fTYP 28.67' ---_- THIRD FLOOR PLATE 27.58 _ _SECOND FLOOR T.O.S_ITYP.) I1 19.58' V - _ SECOND FLOOR PLATETTYP.1 Il 18.50 C7 TOP OF CURB - - - - - - 10.05' FIRST FLOOR (T.O. 9.00 0' GRADE PLANE n 9.00' n RIGHT SIDE ELEVATION 1/4" = 1'-0" Pi9101I 00] Z &l AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX 541-884-3331 WEB: WWW.JELD-WEN.COM STEEL DOORS & WINDOWS MANUFACTURER: EUROLINE STEEL WINDOWS & DOORS PRODUCT: CUSTOM STEEL ADDRESS: 1221 E. WARNER AVE. SANTA ANA, CA 92705 PHONE: 877-590-2741 WEB: WWW.EUROLINESTEELWINDOWS.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM CEMENT BASED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 PRODUCT: ARTISAN LAP SIDING COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: 7.25" LAP SIDING - 6" EXPOSURE WOOD PANELING: PRODUCT: WOOD MDX MANUFACTURER:TBD COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: PER DETAIL CODE: N/A. EXTERIOR STONE VENEER SUPPLIER: SEPULVEDA BUILDING MATERIAL 28092 FORBES ROAD LAGUNA NIGUEL, CA. 92677 P: 949.347.2100 STONE TYPE:TBD COLOR: LT. BEIGE & WHITE, COLOR GROUT TO MATCH APPLICATION: 24" X 48" TILE, TIGHT GROUT THICKNESS: 1" - 1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM METAL ROOFING, CB -150 (NON -REFLECTIVE) COLOR: STORM GRAY (ARCH. TO APPV.) NOTES: USE CONTINUOUS 16" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) REF. DTL 1/A-4 WEIGHT: APPX. 2 PSF. CODE: ICC # ESR -2048, CB -150 GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5') (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS W W W.RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA,CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A I MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. KEYNOTE LEGEND 1 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-1j(NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE W ITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 2 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 3 W 4 DECO. WD. PANELING - PAINT GRADE - COLOR AS SEL. 5 BOARD & BATTEN WOOD SIDING - REF. MAT. SCHED. AIA -4.0 6 WOOD SIDING - REF. MAT. SCHED. AIA -4.0 & DTL. 5/AD-1 7 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 101, BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 8 6x8 DECO. TIMBER - CHAMFER EDGES AFFIX. 10, PAINT AS SEL. 9 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 10 EXTERIOR GLASS GUARDRAIL Wl. HANDRAIL- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS. 2,4/AD-1 11 CONCRETE HEADER -ARCH. TO APPY. SIZE & PROFILE OFFSET. 12 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 13 STANDING SEAM METAL ROOFING - REF. MAT. SCHED. A/A-4.0 14 BRICK VENEER - REF. DTL. 9/AD-1 & REF. MAT. SCHED. AIA -4.0 15 1 DECO, WOOD TRIM'BELLYBAND' - PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 16 ITRELLIS - ARCH. TO APPV. PROFILES )J ECT NAME M Q0 N SIMPSON RESIDENCE TUS Z CDP W U) ) N E W O � U N U rn Y a O U U W ° W Z m -- Lu W t LUa y U 0 0 o0 U tf r c — m Q c� 3 3 � N 0 �v � o z N� E � m � Y r LU QUO z Z_ D_ 00 O �LU >w� < _1 Z O � LU01 p z Z U U U O 0 LU O LU Lu d CEZ z > 2<Q O (nUN- W M Q0 N Z y W W � m W O Z W Z O Lu W cn LUa Cy) r PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE o 'Moo c Z C r -pp �.tz maQQ9 I mm ' O .3 c m o, ma �z B'LM sc T> ma d L l0 C m .�. 20- E C� N d 3 Q N N o n a O T O L a N N S ,,X L C U T O C d w O"i —a Moo am E M U/5 U;aU�am u Ui Z W ~`oQ>t�avp'o U m z m 6 2 9 m v Qz ¢ m 0-a Tp�N O NF 0 21ma.�r:. N 5 Z mww m– U O d N z W= j9v p y H U— C IO22 2 0� C N 9 a tm W � ap'wEI'm F F�wroM�aw v d C O y O ar N L Q . c m�xm 22-00E O p EZaao–�m sWW I w powo� -a a a HH 0Q a u=va=-6O Wm oUEU a'a REVISIONS NO. I REVISION DATE 1 Revision 1 Date 1 JOB NO, 2018-01 DATE 12/20/2018 SHEET NO A-4.0 1 1 A-5.1 A-5.0 37.59' MAX. RIDGE HEIGHT _ ________________ Hr. cERT. REa. __________________________________ -------- 38.00' ROOF PLATETTYPT F 2 - - 35.67' 4 • MAX uFLAT --------------------'---_--------------- - - ----------------- ------------------------------6'12 THIRD FLOOR T.O.S. (TYPT _ v 28.67 THIRD FLOOR PLATE 27.5-8 - - - rk SECOND FLOOR T.O.S.STYP.) _ 19.58' SECOND FLOOR PLATE LTYP.)_ 18.50' rk TOP OF CURB FIRST FLOOT.O.� _ 9.00' n GRADE PLANE NIG?<iflr 71��lIIE'i __ •�.-II��.II 7 37.59' 37.94' HT. CERT. REa.D I T. CERT....D MAX. RIDGE HEIGHT ----- ------------------------------- _ 38.00' ROOF PLATE LTYP.) Y - - �I - - - - - - - - - ----- 35.6T i 32.38' B• ___ HT. CERT. REa.D MAX FLAT _ ------ --- - 30 - ----------------- 0 33.00' Z LL 2 LL 11111111111011 oil I 1111111 111111 MEN 111111 111111 111 1 MINE iiiiii I I III iiiiiii ME Mail 11111 ME III I I PL. THIRD FLOOR T.O.SA.TYP.) n 28.67' THIRD FLOOR PLATE (] - - - 27.58' V SECOND FLOOR T.O.S.JTYPP.)' 19.58 SECOND FLOOR PLATE LTYP.)' 18.50 TOP OF CURB g::� 10.05' V J� FIRST FLOOR T.O.S. -�- 9.00 GRADE PLANE 9.00' STREET ELEVATION L 1 1/4" = 1'-0" 2 3 2 3 A-5.0 A-5.0 A-5.1 A-5.1 37.59' 37.59' 37.94' MAX. RIDGE HEIGHT Hr_CERT.REQD HT.CERT-REa.D MAX. RIDGE HEIGHT v38.00'--------------------------------------------------------------------------------------- \_ 3f \= 38.00' ROOF PLATETTYP.) 1� 4 35.16' 3:12 �35.6T - - -- - - 1 - ROOFPLATE 35.67' 33.94' 4 38 37 FLAT 36 8 32.38' 5 32.09' MAX--- _ ------------------ - -------------------------------- ---- - -- -- -- -- -- ------ -- -- -- -- -- -- -----------------------------------------------------------MAXF v33.00'_ __ __ _____ __ __ _________ ___ HT.CERT.REa.D________ 33. 0 0 0 _ 0 00' r Z LL r THIRD FLOOR T.O.S. (TYP. W,' 28.67' - - - THIRD FLOOR PLATE- - - 27.58' F- N a OJ 2 x o S I V LL NSECOND FLOOR T.O.S.l - v 19.58'7 4 SECOND FLOOR PLATE EYP.)- - _ - - - - �18.50' PL 2'-6" 2'-6"7 30" MAX o TOP OF CURB nj 0.05, - - - - - -- -- FIRST FLOOR (T.O F i � a . -I - -- III -III L L S��� 1 2 ROOF -STANDING SEAM METAL -NATURAL ZINC METAL -REF. MAT, SCHED. A/A-4.0 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT W HERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. Ml INST. INSTRUCTIONS. CMC 802.4.2.4) 3 �21 4 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 WOOD SIDING - REF. MAT. SCHED. A/A-4.0 &DTL. 5/AD-1 11111111111011 oil I 1111111 111111 MEN 111111 111111 111 1 MINE iiiiii I I III iiiiiii ME Mail 11111 ME III I I PL. THIRD FLOOR T.O.SA.TYP.) n 28.67' THIRD FLOOR PLATE (] - - - 27.58' V SECOND FLOOR T.O.S.JTYPP.)' 19.58 SECOND FLOOR PLATE LTYP.)' 18.50 TOP OF CURB g::� 10.05' V J� FIRST FLOOR T.O.S. -�- 9.00 GRADE PLANE 9.00' STREET ELEVATION L 1 1/4" = 1'-0" 2 3 2 3 A-5.0 A-5.0 A-5.1 A-5.1 37.59' 37.59' 37.94' MAX. RIDGE HEIGHT Hr_CERT.REQD HT.CERT-REa.D MAX. RIDGE HEIGHT v38.00'--------------------------------------------------------------------------------------- \_ 3f \= 38.00' ROOF PLATETTYP.) 1� 4 35.16' 3:12 �35.6T - - -- - - 1 - ROOFPLATE 35.67' 33.94' 4 38 37 FLAT 36 8 32.38' 5 32.09' MAX--- _ ------------------ - -------------------------------- ---- - -- -- -- -- -- ------ -- -- -- -- -- -- -----------------------------------------------------------MAXF v33.00'_ __ __ _____ __ __ _________ ___ HT.CERT.REa.D________ 33. 0 0 0 _ 0 00' r Z LL r THIRD FLOOR T.O.S. (TYP. W,' 28.67' - - - THIRD FLOOR PLATE- - - 27.58' F- N a OJ 2 x o S I V LL NSECOND FLOOR T.O.S.l - v 19.58'7 4 SECOND FLOOR PLATE EYP.)- - _ - - - - �18.50' PL 2'-6" 2'-6"7 30" MAX o TOP OF CURB nj 0.05, - - - - - -- -- FIRST FLOOR (T.O F i � a . -I - -- III -III L L 14 8 - THIRD FLOOR T. 2TYP 8.6 4 28.67' THIRD FLOOR PLATE 27.58'' 15 i ` 5 o i 1\113 o r ­: SECOND FLOORT.O.S TYP 19.58' --------------------- -------SECONDFLOORPLATELTY- - - - - _-------- 18.50'' II II i II i / a S��� 1 2 ROOF -STANDING SEAM METAL -NATURAL ZINC METAL -REF. MAT, SCHED. A/A-4.0 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT W HERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. Ml INST. INSTRUCTIONS. CMC 802.4.2.4) 3 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 4 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 WOOD SIDING - REF. MAT. SCHED. A/A-4.0 &DTL. 5/AD-1 6 BOARD & BATTEN WOOD SIDING -REF. MAT. SCHED. A/A-4.0 ■o s EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 a\ ROOF FASCIA, KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -CHAMPAGNE -GREY) - EAVE AS DIMENSIONED (REF. ROOF PLAN &RCP FOR DETAILS) 9 EXTERIOR GLASS GUARDRAIL W/. HANDRAIL- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS. 2,4/AD-1 10 CONCRETE HEADER -ARCH. TO APPV. SIZE & PROFILE OFFSET. 11 1 MAIN SERVICE PANEL, 400 AMP (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 12 I DOWNSPOUT - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. (ARCH. TO APPROVE) 5 STANDING SEAM METAL ROOFING -REF. MAT. SCHED. A/A-4.0 14 1 UJ UJ - m u) a Q. ❑820 L c� 3 z 3: 3: 3 C� � N 0 �v BRANDON LINSDAY � o z N� Q E m� xm d m o o E m � Y Y C u A X.2! C N u =O O W M' °w Asna EL OF ~ um o w o w d r N d S U 2 U a = W 0 m m o= O 0 W aaoa'Ecr REVISIONS NO. REVISION DATE 0 14 8 - THIRD FLOOR T. 2TYP 8.6 4 28.67' THIRD FLOOR PLATE 27.58'' 15 i ` 5 o i 1\113 o r ­: SECOND FLOORT.O.S TYP 19.58' --------------------- -------SECONDFLOORPLATELTY- - - - - _-------- 18.50'' II II i II i / a S��� 1 2 ROOF -STANDING SEAM METAL -NATURAL ZINC METAL -REF. MAT, SCHED. A/A-4.0 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT W HERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. Ml INST. INSTRUCTIONS. CMC 802.4.2.4) 3 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 4 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 WOOD SIDING - REF. MAT. SCHED. A/A-4.0 &DTL. 5/AD-1 6 BOARD & BATTEN WOOD SIDING -REF. MAT. SCHED. A/A-4.0 ■o s EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 a\ ROOF FASCIA, KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -CHAMPAGNE -GREY) - EAVE AS DIMENSIONED (REF. ROOF PLAN &RCP FOR DETAILS) 9 EXTERIOR GLASS GUARDRAIL W/. HANDRAIL- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS. 2,4/AD-1 10 CONCRETE HEADER -ARCH. TO APPV. SIZE & PROFILE OFFSET. 11 1 MAIN SERVICE PANEL, 400 AMP (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 12 I DOWNSPOUT - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. (ARCH. TO APPROVE) 5 STANDING SEAM METAL ROOFING -REF. MAT. SCHED. A/A-4.0 14 1 UJ UJ - m u) a Q. ❑820 L c� 3 z 3: 3: 3 C� � N 0 �v BRANDON LINSDAY � o z 14 8 - THIRD FLOOR T. 2TYP 8.6 4 28.67' THIRD FLOOR PLATE 27.58'' 15 i ` 5 o i 1\113 o r ­: SECOND FLOORT.O.S TYP 19.58' --------------------- -------SECONDFLOORPLATELTY- - - - - _-------- 18.50'' II II i II i / a TOP OF CURB 10.05' FIRST FLOOR -LL. 9.00' GRADE PLANE 9.00' 2 LEFT SIDE ELEVATION 1/4" = 1'-0" WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM STEEL DOORS & WINDOWS MANUFACTURER: EUROLINE STEEL WINDOWS & DOORS PRODUCT: CUSTOM STEEL ADDRESS: 1221 E. WARNER AVE. SANTA ANA, CA 92705 PHONE: 877-590-2741 WEB: WWW.EUROLINESTEELWINDOWS.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 677.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM CEMENT BASED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 PRODUCT: ARTISAN LAP SIDING COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: 7.25" LAP SIDING - 6" EXPOSURE WOOD PANELING: PRODUCT: WOOD MDX MANUFACTURER:TBD COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: PER DETAIL CODE: N/A. EXTERIOR STONE VENEER SUPPLIER: SEPULVEDA BUILDING MATERIAL 28092 FORBES ROAD LAGUNA NIGUEL, CA. 92677 P: 949.347.2100 STONE TYPE:TBD COLOR: LT. BEIGE & WHITE COLOR GROUT TO MATCH APPLICATION: 24" X 48" TILE, TIGHT GROUT THICKNESS: 1"- 1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM METAL ROOFING, CB -150 (NON -REFLECTIVE) COLOR: STORM GRAY (ARCH. TO APPV.) NOTES: USE CONTINUOUS 16" PANS - VERIFY W/. ARCH. SIZE & LOCN. OF SEAMS (NO TRANSVERSE SEAMS) REF. DTL 1/A-4 WEIGHT: APPX. 2 PSF. CODE: ICC # ESR -2048, CB -150 GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS W W W.RANCH HOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA,CA P: 909.349.2016 W W W.TU FFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. S��� 1 2 ROOF -STANDING SEAM METAL -NATURAL ZINC METAL -REF. MAT, SCHED. A/A-4.0 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT W HERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. Ml INST. INSTRUCTIONS. CMC 802.4.2.4) 3 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 4 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 WOOD SIDING - REF. MAT. SCHED. A/A-4.0 &DTL. 5/AD-1 6 BOARD & BATTEN WOOD SIDING -REF. MAT. SCHED. A/A-4.0 ■o s EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 8 ROOF FASCIA, KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -CHAMPAGNE -GREY) - EAVE AS DIMENSIONED (REF. ROOF PLAN &RCP FOR DETAILS) 9 TOP OF CURB 10.05' FIRST FLOOR -LL. 9.00' GRADE PLANE 9.00' 2 LEFT SIDE ELEVATION 1/4" = 1'-0" WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626 CONTACT: JOE YOUNAN PHONE: 949-872-3319 FAX: 206-666-2150 EMAIL: JYOUNAN@ABSSOCAL.COM WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM ALUMINUM CLAD WINDOWS & PATIO DOORS MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-884-3331 WEB: WWW.JELD-WEN.COM STEEL DOORS & WINDOWS MANUFACTURER: EUROLINE STEEL WINDOWS & DOORS PRODUCT: CUSTOM STEEL ADDRESS: 1221 E. WARNER AVE. SANTA ANA, CA 92705 PHONE: 877-590-2741 WEB: WWW.EUROLINESTEELWINDOWS.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600 & STOREFRONT SYSTEMS ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 677.268.1300 WEB: WWW.WESTERNWINDOWSYSTEMS.COM CEMENT BASED WOOD SIDING: MANUFACTURER: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 P: 909.356.6366 PRODUCT: ARTISAN LAP SIDING COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: 7.25" LAP SIDING - 6" EXPOSURE WOOD PANELING: PRODUCT: WOOD MDX MANUFACTURER:TBD COLOR: PAINTED-DUNN EDWARDS: WHITE (OWNER & ARCH. TO APPRV.) APPLICATION: PER DETAIL CODE: N/A. EXTERIOR STONE VENEER SUPPLIER: SEPULVEDA BUILDING MATERIAL 28092 FORBES ROAD LAGUNA NIGUEL, CA. 92677 P: 949.347.2100 STONE TYPE:TBD COLOR: LT. BEIGE & WHITE COLOR GROUT TO MATCH APPLICATION: 24" X 48" TILE, TIGHT GROUT THICKNESS: 1"- 1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: STANDING SEAM METAL ROOFING, CB -150 (NON -REFLECTIVE) COLOR: STORM GRAY (ARCH. TO APPV.) NOTES: USE CONTINUOUS 16" PANS - VERIFY W/. ARCH. SIZE & LOCN. OF SEAMS (NO TRANSVERSE SEAMS) REF. DTL 1/A-4 WEIGHT: APPX. 2 PSF. CODE: ICC # ESR -2048, CB -150 GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS W W W.RANCH HOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA,CA P: 909.349.2016 W W W.TU FFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. )J ECT NAME SIMPSON RESIDENCE KEYNOTE LEGEND 1 2 ROOF -STANDING SEAM METAL -NATURAL ZINC METAL -REF. MAT, SCHED. A/A-4.0 CHIMNEY CAP/SPARK ARRESTOR - (DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT W HERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. Ml INST. INSTRUCTIONS. CMC 802.4.2.4) 3 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 4 ALUMINUM GUTTER - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 5 WOOD SIDING - REF. MAT. SCHED. A/A-4.0 &DTL. 5/AD-1 6 BOARD & BATTEN WOOD SIDING -REF. MAT. SCHED. A/A-4.0 7 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 8 ROOF FASCIA, KYNAR PAINTED ALUM. ACM PANELING (OLD COUNTRY MILLWORKS -CHAMPAGNE -GREY) - EAVE AS DIMENSIONED (REF. ROOF PLAN &RCP FOR DETAILS) 9 EXTERIOR GLASS GUARDRAIL W/. HANDRAIL- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS. 2,4/AD-1 10 CONCRETE HEADER -ARCH. TO APPV. SIZE & PROFILE OFFSET. 11 1 MAIN SERVICE PANEL, 400 AMP (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 12 I DOWNSPOUT - KYNAR FINISH TO MATCH METAL ROOFING, SHAPE AS SEL. (ARCH. TO APPROVE) 13 1 STANDING SEAM METAL ROOFING -REF. MAT. SCHED. A/A-4.0 14 1 UJ UJ )J ECT NAME SIMPSON RESIDENCE LTUS W CDP r /1 E � U N U a d3Q �m at U U W m W m m �- cd FoaN�oo � t m O Z-° Z y W C U o0 UJ UJ - m u) a Q. ❑820 L c� 3 z 3: 3: 3 C� � N 0 �v BRANDON LINSDAY � o z N� Q E m� xm d m o o E m � Y Y C u A X.2! C N u =O O W M' °w Asna EL OF ~ um o w o w d r U) 0 0-1 (� -1 0 z Z y Dp Q LU LU O W rn ( U p zU ILL OZ 12� cf) Lu Z 2_ Q % o (nON0 -Z C m O� W M Q0 N Z W d3Q �m at � W m c cd FoaN�oo W O Z-° Z Lu Z OW a Z c y m� cn UJ UJ a. u) Q. ❑820 L W0p Dmou7 » U C� W T_ Lo PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON ORIGINAL SIGNATURE o h JOB NO, 2018-01 DATE 12/20/2018 SHEET NO. A-4.1 -Z C m O� r -Op �.tZ maQZQ9 2 'mo.3 d3Q �m at O c W6'C c a m E cd FoaN�oo Z-° O V y Z m o c m m v a Z c y m� 1r Z Q Nm Nm C N F N �16 C\I 00 ZU�OzO.~NEj, Q. ❑820 L W0p Dmou7 » J y NCfON� T D C N C L ty W `6 ' wo E FO c O w 2,ow V N D7� T m� xm d m o o E Y C u A X.2! C N u =O O W M' °w Asna EL OF ~ um o w o w d X N d S U 2 U a = W 0 m m o= O 0 W aaoa'Ecr REVISIONS NO. REVISION DATE JOB NO, 2018-01 DATE 12/20/2018 SHEET NO. A-4.1 MAX. RIDGE HEIC MU 38.00' rh ROOF PLATETY 35.67' /b MAX FLAT ____- M-/ 33.00' _T_HIRD FLOOR T.( 28.67' rk THIRD FLOOR PL 2758' SECOND FLOOR v 19.58' SECOND FLOOR 18.50' � I' OF CURB 10. M' GRADE PLANE f FIRST FLOOR IT. v s.00' ------------------------------------ -G MAX. RIDGE HEIGHT 38.00' 2 rh ROOF PLATETTYRL – – – s 35.67' ------------------ ------------- 36 37 ,e�b_M_AX FLAT 33.00' ---------------------------------------------------- 17 ---- - - ---- ----- BONUS ---- _ - m 0 w 17 - - - - - n' - — — — — — — — — — — — — — M a 16 M � M ELEV. 23 15R@0'-71/2" g a 8 p 0 cD n TRANSVERSE SECTION L z 1/4" o. 1 I _112 LNDRY. KEYNOTELEGEND PROJECT NAME SIMPSON RESIDENCE STATUS INSULATION SCHEDULE: 3 CDP EXTERIOR WALL: 4 LAUNDRY SINK - AS SEL. 2 x 4 CONST. = R-13 MIN. z C' �^1 v E J 0 2 x 6 CONST. OR LARGER = R-19 MAX_ RIDGE HEIGHT] N" 8 O � N U RAISED FLOOR: R-30 MIN. 38.00' V (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A 11 y o w d FURNISHINGS -AS SELECTED 13 m -- 1 1 1 1 ROOF: R-30 �- 15 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 16 - � U A-5.1 A-5.0 A-5.1 A-5.0 (REF. T-24 REPORT FOR MORE INFORMATION) o =- a CEILING FRAMING - REF. STRUCT. 19 H NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME z m c O O U �' _ _ _ _ _ _ _ _ – – – – ROOF PLATETTYP.� 35.67' c 25 ¢ E n Q c� 3 ------------------------------------ -G MAX. RIDGE HEIGHT 38.00' 2 rh ROOF PLATETTYRL – – – s 35.67' ------------------ ------------- 36 37 ,e�b_M_AX FLAT 33.00' ---------------------------------------------------- 17 ---- - - ---- ----- BONUS ---- _ - m 0 w 17 - - - - - n' - — — — — — — — — — — — — — M a 16 M � M ELEV. 23 15R@0'-71/2" g a 8 p 0 cD n TRANSVERSE SECTION L z 1/4" o. 1 I _112 LNDRY. I` o I TOP OFC_URBn 10.05' 1 GRADE PLANE 9.OU FIRST FLOOR T.O.S. IIII 1 1 11IIIIIIIIIIIII "- —III—III 21—III III 9.00' 1 II II II IIII I—II II II II II IIIIIIIIIIIII—III— I I II I IIIIIIIIII-III III -III IIIIIIIIIIIIIIIIIIIIIII I I nTRANSVERSE SECTION KEYNOTELEGEND 1 FIRE -BLOCKING & DRAFT -STOP NOTE 2 3 3 COUNTERTOP -AS SELECTED 4 LAUNDRY SINK - AS SEL. 5 z 6 WASHER -PROVIDE HOOK-UPS & POWER MAX_ RIDGE HEIGHT] FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS 8 O ________________________________ INTERIOR GUARDRAIL- MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 38.00' V (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A 11 y o 12 FURNISHINGS -AS SELECTED 13 TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES 14 �- 15 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 16 AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE 17 o =- 18 CEILING FRAMING - REF. STRUCT. 19 MAINTAINED. 20 z m c _ _ _ _ _ _ _ _ _ _ – – – – ROOF PLATETTYP.� 35.67' LINEAR FLUORESCENT FIXTURE - CEILING MOUNT (ALT. RECESS) 25 ¢ E n FIRE BLOCKS. R r Y FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND --------------------- -----------------M'' MAX FLAT HORIZONTAL. IW 33.00' 0 FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 21NCHES NOMINAL LUMBER. FIRE BLOCKS MAY F_ ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR LL OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE- = " FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND -TRANSMISSION CONTROL SHALL HAVE FIRE THIRD FLOOR T.O.S. (TYP.) 28.67' BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. =/ – _ THIRD FLOOR PLATE DRAFT STOPS. - 27. 58 DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR -CEILING ASSEMBLIES. - DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS q SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER W c, o AREAS. ATTICS. U) U 0-1 (� -1 DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE Q LU W S ' WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. IQ O N _ _ _ SECOND FLOOR T.O.S. (TYP.) /1 19.58' DRAFT STOP CONSTRUCTION. p W T U' r - SECOND FLOOR PLATElTYP. 18.50' DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN %-INCH GYPSUM BOARD, 3/8 -INCH WOOD STRUCTURAL PANEL, 3/8 -INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. Z z Z O U LU PL. OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES Z 0- Q Z F CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. 2 Q r Fn 'N o I` o I TOP OFC_URBn 10.05' 1 GRADE PLANE 9.OU FIRST FLOOR T.O.S. IIII 1 1 11IIIIIIIIIIIII "- —III—III 21—III III 9.00' 1 II II II IIII I—II II II II II IIIIIIIIIIIII—III— I I II I IIIIIIIIII-III III -III IIIIIIIIIIIIIIIIIIIIIII I I nTRANSVERSE SECTION W KEYNOTELEGEND 1 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 2 SINK -AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/.OWNER) 3 COUNTERTOP -AS SELECTED 4 LAUNDRY SINK - AS SEL. 5 BASE CABINET- BUILT-IN, FINISH AS SEL. 6 WASHER -PROVIDE HOOK-UPS & POWER 7 TALL CABINET - BUILT-IN, FINISH AS SEL. 8 HANDRAIL - 34" - 38" ABOVE STAIR NOSING (36" TYP. U.N.O.) - MATERIAL AS SELECTED, REF. DTL. 2/AD-1 8 INTERIOR GUARDRAIL- MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 4/AD-1 10 KITCHEN EXHAUST HOOD -PROVIDE MIN. RATE OF 100 CFM PER BEES 150(0), EXC. 5 TO 152(a) & ASHRAE STD. 62.2- INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. - VENT TO EXTERIOR 11 PROVIDE OUTLET (HIGH OR CEILING MOUNT) FOR COOK -TOP VENT- VENT TO EXTERIOR 12 FURNISHINGS -AS SELECTED 13 WATER HEATER -TANK -SIZE PER T-24 REPORT REF. DTL. 1/AD-1 14 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1 15 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 16 FLOOR JOISTS - REF. STRUCT. 17 ROOF RAFTERS - REF. STRUCT. 18 CEILING FRAMING - REF. STRUCT. 19 FLAT METAL ROOFING - 2% MIN. SLOPE FOR DRAINAGE - REF. MAT. SCHD. A/A-4.0 20 DECK FRAMING - REF. STRUCT. 21 22 23 CONCRETE SLAB ON GRADE - REF. STRUCT. & CIVIL DWGS. DECORATIVE PENDANT LIGHT FIXTURE WATER HEATER -TANK-LESS (ON DEMAND -DIRECT VENT) WALL -MOUNT +44" MIN 'NOR ITZOR EQU IV, - VERIFY SIZE REQ'D. W/. MFGR. INSTALL PER MFGR. SPEC. 24 LINEAR FLUORESCENT FIXTURE - CEILING MOUNT (ALT. RECESS) 25 UPPER CABINET- BUILT-IN, FINISH AS SEL. W M N uj U Q uj � m W Lo.L Z Lu Z 0 ~ W Lij a 3 2 3 2 A-5.1 A-5.1 A-5.0 A-5.0 C`") r Lo PROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON rh THIRD FLOOR T.O�TY 8.6T THIRD FLOOR PLATE 27.58' ,�:b SECOND FLOOR T.O.S. (TYP.)_ - v 19.58' SECOND FLOOR PLATE LP� _ v18.50' –- 14 15 MASTER SUITE p 00 12 rL p \ \ \ =4 NOOW 10 iI=i • 11 KITCHEN Flc ONE 31111 3:12 -------------------------------------------------------------------------------------------------------------------------------------= RIDGE HEIGHT -- --- Mbb.A' 3:12 17 – ROOF PLATETTYP.)n 35.67' -CC// 17 / M --- 23 ---------- -- MAX FLAT 33.00' V 31 ® 15 a 17 n 19 20, BEDROOM #3 p p VIII ELEV. / 7 - Ef III—III III I III IIII s -_°� III 1 1 III III=III— 1 1 III III III III=III=III=III III 1III=III=III=III=III=III=III=III III—III 2, 1= III III III III III III III III III III�III III III III III III III III III III�II III III III III III III III III II u PL. THIRD FLOOR T.O.S. (TYP.) n 28.67'' –THIRD FLOOR PLATE 27.58 _SECOND FLOOR T.O.S. fTYP 19.58' – _ – _ _ _ _SECOND FLOOR PLATETT 18.50'YP.) f0 O GARAGE / I 5 I - - -------- TOP OF CURB \ 10.05' GRADE PLA9.N —� - - - ANE \ I FIRST FLOOR T.O.S. \ SLOPE•PER CIVIL' — I 9.00' III III III III—III L21 —III III—III III—III III— I IIII I �- =III—III I n LONGITUDINAL SECTION 1/4" -=V-0" ORIGINAL SIGNATURE `mom h=oma r m -OO �.tZ g"2 0d2 m a TCL .N d 2 N N a3¢ h m oat O a p V N w W U E O a o d m E NORTH ARROW N w; PROJECT NAME SIMPSON RESIDENCE STATUS CDP �E N C � U N � N U Q -- U � W � c m - � U 2 1 R H C V o0 U p w� C r ■ — Rf C-0 3 ZS 3 0 ti m Q y o z � c LOT INFORMATION: Q E R r Y L L ZONED: R-2 . SITE AREA: 4, S.F. BUILDABLE AREA: 2,404.43 S.F. TOTAL ALLOWABLEBLE AREA: 2 x 2,404.43 S.F. = 4,808.86 S.F.V C1 THIRD FLR. ALLOWABLE: 15% 2,404.43= 360.66 - 361 S.F. L BUILDING AREA SCHEDULE NAME AREA COMMENTS �WI FIRST FLR. LIVING 1443 SF SECOND FLR. LIVING 1842 SF THIRD FLR. LIVING 354 SF u 3639 SF 3 -CAR GARAGE 690 SF 690 SF NIMBI GRAND TOTAL 4329 SF Lu 3 -CAR GARAGE OUTDOOR AREA SCHEDULE J > o FIRST FLR. LIVING 690 SF C) o ❑ __ NAME AREA COMMENTS CANTER Z z lYoo 1443 SF OPEN VOL. #2 131 SF OPEN 4 p > LLI 208 SF OPEN VOL. #1 37 SF Q J O I N O EN VOL. 42OPEN VOL. #3 236 SIF O O U Q OUTDOOR DINING 277 SF Z U 131 SF YARD 267 SF O Lu O Lu DECK 430 SF w d E � Z_ OUTDOOR LIVIUANDSCAPE AFW-AFSCHEDULE � 2 Q Q > O EN VOL #1 PLANTER 208 SF O U) CJ N Lj= CABANA NAME AREAF COMMENTS 13 37 SF 4[XWPFTOTAL 247,§FSF ce) Grand total 208 SF Qc) 1p UP Lu N Q n FIRST FLOOR Z U 1/8" W = U w m W O W UJI H O W c U) H SECOND FCR. LIVING M 184 F V ♦ � VPROJECT MANAGER/ARCHITECT BRANDON LINSDAY DOCUMENT VALID UPON OPEN VOL. #3 236 SF e 0 ORIGINAL SIGNATURE SECOND FLOOR TRUE NORTH PROJECT NORTH N �Z 2 C O N O p D 1 /8" = 1'-0" = o a LE m m m❑ c m T C Z y m m C m�T�L yL N vl N (n c �- a E cfjm�o ao-p 00 F, '-OT > S> O¢y N a Um �ni�N U) W V/ = O Z U m p m o c m m a Q ao�oa J OQo�Tb�JFLR. E -,o c NOO26mcoo o� m E�; y Lpm :ENc_ N N yc TE 1E J ocU 3U = N p O L o W O �` W d 'o mof of "I- m�=S m m c C a a d Q'mSQ� REVISIONS I NO. REVISION DATE I I CABANA 200 SF --- I I I I I JOB NO. 2018-01 DATE 12/20/2018 SHEET NO. n THIRD FLOOR AP -1 S2 1 I i I I I II I b 'S I � I / 0+6 1 L\ g-------------- ---- - I I I I I OI C - -Lu I - - - - - - - --- - - - - - - -- WI I II I I I I 41 m1 c�1 I I II i II I I I I I II I I I I II I I h I I I 2 2.2 3 4 I I I I I I I I I I I TYPA TYP AT SWI A I -----TI , 3D-2 W/OPNG SD -2 ! I Y r CONCRETE STEM WALL PER SEAWALL DWGS TYP N GB� --- Z I 16 1 PLANTER WALL PER SEAWALL DWGS TYP — _ _ — _ — — — — — F.1 j 5 I N37013'13"W 100' I _4 --- -- - --- -- - - -. -T T --- ---------- AT -------- 6+oJh , ADT)2 ,D-2 I I I I I +oJh TTP D-2 AT GB 12" THICK .ONC MAT SLAB AT HOUSE & GARAG OVER 2" SAND OVER 15 MIL VAPOR BARRIER THAT ME TS ASTM E 1745 CLASS A,B,C OVER 4" THICK BASE pF 1/2" OR LARGE GATE CLEAN AGGREAND A CONC MIX DESIGN WMICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLIrG W/#5@12"0,C, EACH WAY T&B I I Yi9 I I 9 1.75' Z SD -2 9 TYP AT �DU J 1.75' AT MAT LAB SD -2 9'-0"T.O.S. STEP GB AS REQD PER DETAILCI TYP SD -2 I I r II I I I I I 1 2 2.2 3 4 m 0 T \ TYP AT HFX O THIS LINE 4 6 7 8 9 10 I I I I I I I PROPERTY LINE TYP I I I I LL G TYP AT 0' 8' SD -2 HDU T -171- ----------------------------- L r -------T -- - - - q EL PANEL I I . - I I I I I I 4 rl 4 --1-------------- - OW --6b 1 1.5 • �o I I tiOG+s TYP THIS F D16 s LINE Sp - IS I I I I I I I I I I I I I I I I I 6-11"T.O.S. c 6'-6"T.O.S.I I I I I I I O I I I I I i I W I; 0 I ° I Z I I ti C I I i I Pf I m1 I I I I Oil ' I 6 J' 0+6 0} Jc� OJg fo+O 71 i____.___ ----___________ _____________________L_ 0'15' BTYP AT cn-,) GARAGE N37013'42"W 100' I I I I I I I I 5 6 7 8 9 FOUNDATION PLAN_ A, SCALE: 1/4" = V-0" PROJECT NORTH FOUNDATION PLAN NOTES 1. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. 2. FOR NOTES & INFORMATION NOT SHOWN ON THIS SHEET, SEE SHEET SD -0. 3. FOR GENERAL NOTES, SCHEDULED & LEGENDS SEE SD -1 & SD -1A. 4. FOR SECOND FLOOR FRAMING PLAN SEE S-2. 5. FOR THIRD FLOOR FRAMING PLAN SEE S-3. 6. FOR ROOF FRAMING, SEE SHEET S-4. 7. FOR SHEARWALL ANCHOR BOLTS, SEE SCHEDULE B/SDO. 8. FOR WOOD STUD WALL ASSEMBLY, SEE WALL ELEVATION C/SD2A. 9. INSTALL STRAPS AT ALL WINDOWS AND DOORS CORNERS AT SHEARWALLS IN ACCORDANCE WITH DETAIL AISD-2A, UNLESS LONGER STRAPS HAVE BEEN SPECIFIED ON PLAN. LEGEND INDICATES TYPE OF SHEARWALL WITH OPENINGS WITH MIN 4POST & 1 OR 2 HOLDOWNS AT EACH END & REQUIRED MINIMUM TOTAL LENGTH (Lt) & EFFECTIVE LENGTH (Le) PER 2 B t L SD -0 INDICATES TYPE OF SHEARWALL WITH MIN 4xPOST & 1 OR 2 HOLDOWNS AT EACH END AND REQUIRED MINIMUM LENGTH (L) PER 3 SD -0 L O�� INDICATES SEISMIC STRAP TYPE AND LENGTH L=8' PER SCHEDULE � SD -0 INDICATES STEP DOWN/SLAB DEPRESSION. i r r z 0 (n W O $ No.0 66947 � "' m a � 11/14/2018 • i�ryk ISI r' _ z z _ ti-_. r (�J� co z -E Lu N 0 O 1: � (D w(o a Owvu Q U a O O LLT Z z 2< W o ONw SHEET OF S-1 3s co N O') Q U 2 W w U m Z W a b 0 V Jz J Lu Z i— 10- Z w wO z O U) Q coz M Z) U) L O LL 00co N 04 > o O a�_ w p z d a LLI a o x SHEET OF S-1 3s GENERAL REQUIREMENTS 1. CONSTRUCTION SHALL BE IN CONFORMITY WITH THE 2016 EDITION OF THE CALIFORNIA BUILDING CODE (CBC) AND ALL APPLICABLE LOCAL AND STATE CODES AND ORDINANCES. 2. SITE INSPECTION: THE CONTRACTOR SHALL EXAMINE THE PROJECT SITE & SHALL VERIFY ALL DIMENSIONS, LOCATIONS & ELEVATIONS OF THE EXISTING CONSTRUCTION.THE CONTRACTOR SHALL ALSO DILIGENTLY INVESTIGATE THE SITE FOR THE POSSIBLE EXISTENCE & LOCATION OF UNDERGROUND UTILITIES, PRIOR TO ORDERING ANY MATERIAL AND/OR COMMENCING WORK AND SHALL REPORT ANY DISCREPANCIES TO "PMA CONSULTING, INC." HEREINAFTER CALLED "THE ENGINEER". 3. CONTRACTOR SHALL PROVIDE BARRICADES AND PEDESTRIAN PROTECTION AS REQUIRED BY STATE AND LOCAL CODES. 4. CONTRACTOR SHALL CONSULT WITH REPRESENTATIVES OF CITY AND UTILITY COMPANIES CONCERNING AVAILABLE FACILITIES BEFORE COMMENCING WORK OR CONNECTING TO SEWER, PIPING OR WIRING, ETC., AND REPORT ANY PROBLEMS TO THE ENGINEER. 5. CONTRACTOR SHALL FULLY PROTECT ALL ADJACENT PROPERTIES BEFORE COMMENCING ANY WORK. 6. OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE DRAWINGS, NOTES, AND DETAILS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND RESOLVED BEFORE PROCEEDING WITH THE WORK. 7. CONTRACTOR SHALL INSTALL TEMPORARY TOILETS BEFORE START OF JOB. 8. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS. 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS. ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020. 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL DUMP SITE. 17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. FOUNDATIONS 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS. 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL. 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD. 5. THE SOILS REPORT DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE PLACING OF CONCRETE. 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT ON FILE WITH THE BUILDING DEPARTMENT. SOILS REPORT PREPARED BY: ................................ R McCARTHY CONSULTING, INC. ADDRESS: ........................... 23 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 PHONE NUMBER: ............................................................(949) 629-2359 FAX NUMBER: ....................... I— ...................... ............ SOILS REPORT DATE: .....................................................06/04/18 SOILS REPORT NUMBER: ................................................20180502-2 ADDENDUM REPORT DATE: ............................................. ADDENDUM REPORT NUMBER: ........................................ GRADING NOTES 1. THE ANTICIPATED TOTAL VOLUME OF CUT AND FILL FOR SEAWALL CONSTRUCTION ON THIS PROJECT WILL BE GREATER THAN 50 CUBIC YARDS. THUS, GRADING PERMIT IS REQUIRED - SEE ITEM 2 BELOW. 2. WHEN A GRADING PERMIT & PLANS ARE REQUIRED, IF NO GRADING IS ADDRESSED ON THE PLANS - SEE THE CIVIL & ARCHITECTURAL PLANS FOR THE FINISH GRADING ON THE SHORE SIDE OF THE BULKHEAD. 3. A PRE -GRADING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 4. A PRE -PAVING MEETING SHALL BE SCHEDULED 48 HOURS PRIOR TO START OF GRADING WITH THE FOLLOWING PEOPLE PRESENT:OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING ENGINEER OR THEIR REPRESENTATIVES. REQUIRED FIELD INSPECTIONS WILL BE OUTLINED AT THE MEETING. 5. THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT & APPROVE ALL AREAS PRIOR THE THE PLACEMENT OF ANY FILL. 6. ALL FILLS SHALL BE INSPECTED, TESTED & APPROVED BY THE GEOTECHNICAL ENGINEER VERIFYING MINIMUM OF 90% REQUIRED RELATIVE COMPACTION AS WELL AS STABILITY. 7. ALL EXCAVATIONS FOR ANCHORS SHALL BE INSPECTED & APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE. 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE DETAILS N & T ON SHEET SW -2. 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 13. DATUM: ALL ELEVATIONS ARE BASED ON MLLW AND/OR NAVS88 DATUM. STRUCTURAL GENERAL NOTES y BACKFILLING & COMPACTION NOTES 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND RECOMMENDATIONS. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF THE CBC APPENDIX SECTION 3313. 5. FILTER CLOTH SHALL BE MIRAFI 140N -SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE AS MANUFACTURED BY "TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND BE PLACED ON THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE JOINT TO (2.0') BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE BULKHEAD. 6. COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING DEPARTMENT BEFORE FOUNDATION INSPECTION. 7. A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT THE COMPLETION OF THE PROJECT. 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE HEAVY COMPACTION EQUIPMENT WITHIN 20 FEET OF THE BULKHEAD. 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. STEEL 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50 OR A992 WITH Fy = 50 KSI. 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM TO A.S.T.M. A53, GRADE B. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = 46 KSI. 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM 3/4' DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015, C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T. 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS: A) FOR 18 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI YIELD STRENGTH. B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI YIELD STRENGTH. S. FABRICATION AND ERECTION SHALL CONFORM TO THE 14th EDITION OF A.I.S.C. SPECIFICATIONS. 9. ALL HOLES FOR BOLTS IN STRUCTURAL STEEL SHALL BE DRILLED OR PUNCHED. BURNING OF HOLES SHALL NOT BE PERMITTED. 10, ALL STEEL SHALL BE STAINLESS, HOT DIP GALVANIZED OR EPDXY COATED. REINFORCING STEEL 1. FOR STRUCTURES EXPOSED TO SALT WATER SPLASH OR IMMERSION, REBAR REINFORCEMENT SHALL CONFORM TO ASTM A 706, UNLESS NOTED OTHERWISE ON DETAILS, AND SHALL BE EPDXY COATED PER ASTM A 934, AFTER BENDING OF THE REBARS. WELDED WIRE MESH SHALL CONFORM TO ASTM A 185 AND SHALL BE EPDXY COATED CONFORMING TO ASTM A 884, WITH ALL VISIBLE DEFECTS AND CUT ENDS REPAIR COATED. WIRES USED TO TIE REINFORCING STEEL SHALL BE EITHER EPDXY COATED STEEL, OR A 316 STAINLESS STEEL. 2. REINFORCEMENT MARKED CONTINUOUS MAY BE SPLICED BY LAPPING 42 BAR DIAMETERS IN CONCRETE AND 48 BAR DIAMETERS IN MASONRY WITH 24 INCH MINIMUM LAP IN EACH CASE, UNLESS NOTED OTHERWISE ON PLANS. ALL SPLICES WHEN DETAILED SHALL BE LOCATED WHERE SHOWN ON PLANS. 3. REINFORCING STEEL SHALL BE ACCURATELY PLACED AND SECURED IN POSITION WITH METAL OR CONCRETE BLOCKS, CHAIRS, SPACERS, ETC., AND WIRE TIES BEFORE PLACING ANY CONCRETE. 4. ADDITIONAL REINFORCING REQUIRED FOR ERECTION OF PRECAST CONCRETE PANELS SHALL BE ADDED PER THE CONTRACTOR'S DETAILS. 5. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE. A) CONCRETE BELOW GRADE OR IN CONTACT WITH SOIL: WHEN CAST AGAINST EARTH 3", WHEN FORMED 2". B) WALLS ABOVE GRADE: EXTERIOR FACE %", INTERIOR FACE 1". C) PRECAST CONCRETE ELEMENTS: AS DETAILED. D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED OTHERWISE. 6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO A.S.T.M. A82. 8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. WELDING 1. ALL WELDING SHALL BE DONE USING THE SHIELDED ELECTRIC ARC PROCESS BY CERTIFIED WELDERS, USING E70XX ELECTRODES. 2. WELDING OF STEEL REINFORCING BARS SHALL BE DONE WITH LOW HYDROGEN ELECTRODES, A233, CLASS E70XX SERIES. 3. WELDS REQUIRING CONTINUOUS OR PERIODIC SPECIAL INSPECTION NEED NOT HAVE SPECIAL INSPECTION WHEN WELDING IS DONE IN AN APPROVED FABRICATOR'S SHOP, HOWEVER, THE APPROVED FABRICATOR MUST SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH THE SECTION 1704.2.2 OF THE CBC. 4. SPECIAL INSPECTION IS REQUIRED FOR ALL FIELD WELDINGS. CONCRETE 1. ALL CONCRETE MIX DESIGNS, CONFORMING TO CHAPTER 19 OF ACI 318-14, TABLE 19.3.2.1, CATEGORY (C) & CLASS C2 PER TABLE 19.3.1.1 OF ACI 318-14, SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW AND APPROVAL BEFORE ANY CONCRETE IS PLACED. ALL CONCRETE MIXES SHALL HAVE A MINIMUM CEMENT CONTENT OF 6.0 SACKS OF CEMENT PER CUBIC YARD OF MIX. ALL CONCRETE MIXES SHALL BE CERTIFIED BY A CONCRETE TESTING LABORATORY AND SIGNED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. 2. CONCRETE SHALL HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 5000 PSI AND A 0.40 WATER -TO -CEMENT RATIO. 3. CONCRETE GROUT SHALL HAVE THE SAME COMPRESSIVE STRENGTH AS THE OTHER CONCRETE AND SHALL BE A SUITABLE MIX CONSISTING OF PEA GRAVEL, SAND, CEMENT AND WATER. MAXIMUM SLUMP SHALL BE 5 INCHES. AN APPROVED SUPERPLASTICIZING ADMIXTURE MAY BE ADDED TO INCREASE THE SLUMP TO MAXIMUM 7.5 INCHES. GROUT UNDER STEEL COLUMN BASE PLATES SHALL BE "RAPID -SET" OR "FIVE STAR GROUT" OR APPROVED EQUAL. 4. CONCRETE SHALL BE DESIGNED FOR PERMEABILITY, STRENGTH, CHEMICAL STABILITY AND ABRASION RESISTANCE, APPROPRIATE FOR ITS APPLICATION. PORTLAND CEMENT SHALL CONFORM TO ASTM C 150 TYPE I OR TYPE II MODIFIED, AND LOW ALKALI. CHEMICAL ADMIXTURES SHALL CONFORM TO ASTM C 494. CHEMICALS DESIGNED TO LIMIT CORROSION OF INTERNAL REINFORCING MAY BE USED. AIR ENTRAINMENT ADMIXTURES SHALL CONFORM TO ASTM C 260. COARSE AND FINE AGGREGATE SHALL CONFORM TO ASTM C 33, AND ASTM C 330 WHERE LIGHTWEIGHT AGGREGATES ARE USED. LIGHTWEIGHT AGGREGATE, IF USED, SHALL CONSIST OF EXPANDED AND COATED SHALE OR EQUIVALENT MATERIAL OF SUFFICIENT STRENGTH AND DURABILITY TO PROVIDE CONCRETE OF THE REQUIRED STRENGTH. 5. CONCRETE TEST SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH A.S.T.M. AND CBC STANDARDS. RESULTS OF THE 7 & 28 DAY TESTS SHALL BE SUBMITTED TO THE ENGINEER FOR HIS RECORDS. SLUMP TESTS ARE REQUIRED FOR ALL TEST SAMPLES AND MUST ALSO BE REPORTED. ADDITIONALLY, ALL LIGHT WEIGHT CONCRETE SAMPLES MUST HAVE THEIR IN-PLACE DENSITIES DETERMINED AND REPORTED. 6. SIDES OF FOOTING PADS MAY BE POURED AGAINST STABLE EARTH. 7. SLURRY CONCRETE, WHERE SPECIFIED OR USED, SHALL HAVE A MINIMUM CEMENT CONTENT OF 1.5 SACKS OF CEMENT PER CUBIC YARD OF MIX. 8. SEE ARCHITECTURAL NOTES FOR COLORED OR TEXTURED CONCRETE. 9. CONCRETE FORM WORK TOLERANCES SHALL BE IN ACCORDANCE WITH CBC AND A.C.I. STANDARDS. 10. ALL STEEL REINFORCING, ANCHOR BOLTS, DOWELS AND OTHER INSERTS SHALL BE SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING DEPARTMENT INSPECTOR, PRIOR TO THE PLACING OF ANY CONCRETE. 11. ALL NECESSARY BRACES, STRONGBACKS, PICK-UP INSERTS, BOLTS, ETC., FOR PRECAST CONCRETE PANELS SHALL BE DESIGNED BY OTHERS FOR SAFE ERECTION OF THE PANELS. 12. NO CALCIUM CHLORIDE SHALL NOT BE USED IN ANY CONCRETE. 13. ALL CONCRETE TO BE CURED FOR A MINIMUM OF 3 DAYS BY A METHOD ACCEPTABLE TO THE ENGINEER. FORMS MAY BE STRIPPED ONLY AFTER THE CONCRETE HAS ATTAINED MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. 14. CHAMFER EXPOSED CORNERS N4" U.N.O. ABBREVIATIONS A.B. ............ ANCHOR BOLT DN .............. DOWN A.C. ........... ASPHALT CONCRETE DP ................ DEEP A/C ............ AIR CONDITIONING D.S. ............ DOWNSPOUT A.C.P. ......... ASPHALT CONCRETE PAVING DWGS .......... DRAWINGS ADDL .......... ADDITIONAL (E) ............... EXISTING A.F.F. ......... ABOVE FININSH FLOOR EA ............... EACH ALUM .......... ALUMINUM E.F. ............. EACH FACE ALT ............ ALTERNATE ELEC ............ELECTRICAL PEN ............. ANOD ......... ANODIZED ELEV ............ ELEVATION ARCHT ........ ARCHITECTURAL EMBED ........ EMBEDMENT, EMBEDDED B.B. ............ BOTTOM OF BEAM E.N. ._ ......... EDGE NAILING BET .............. BETWEEN EQ ............... EQUAL BLDG ............ BUILDING E.S. ............. EACH SIDE BLKG ........... BLOCKING E.W. ............. EACH WAY BM ............. BEAM EXIST ...........EXISTING JT ............. B.N. ............ BOUNDARY NAILING EXP ............. EXPANSION BOT ............. BOTTOM EXT ............. EXTERIOR B.W. ............ BOTTOM OF WALL F.D. ............ FLOOR DRAIN C ................. CHANNEL FDN ............. FOUNDATION CANT .......... CANTILEVER F.F. ..............FINISH FLOOR C.G. ...............CENTER OF GRAVITY F.G. ............FINISH GRADE C.J................ CONSTRUCTION JOINT OR FIN TS ••••••••••••••• TUBE STEEL CEILING JOIST ...............FINISH F.J. FLOOR JOIST CL ................. CENTER LINE .............. FLG LLH ..............LONG CLG .............. CEILING ..............FLANGE T.W. ............. CLR ............. CLEAR FLR .............. FLOOR C.M.U. ......... CONCRETE MASONRY UNIT F.O.C. .......... FACE OF CONCRETE COL ............ COLUMN F.O.M. .......... FACE OF MASONRY COMPO ........ COMPOSITION F.O.S. .......... FACE OF STUD CONC .......... CONCRETE F.N. ............. FIELD NAILING CONN .......... CONNECTION F.S. ............. FAR SIDE CONT .......... CONTINUOUS FT •.........•,••• FEET OR FOOT CONST ........ CONSTRUCTION FTG ............. FOOTING CORR .......... CORRIDOR GALV ........... GALVANIZED CTR ............ CENTER GA ............... GAUGE DBL ............. DOUBLE G.I. .............. GALVANIZED IRON DET ............. DETAIL GLB ............. GLU-LAM BEAM DF .............. DOUGLAS FIR GLP ............. GLU-LAM PURLIN D.F. ._ ........ DRINKING FOUNTAIN GYP BD ......... GYPSUM BOARD DIAG ........... DIAGONAL HDR .............HEADER W.R. DIAPH ......... DIAPHRAGM HGR .............HANGER S.J. ............... DIA ............... DIAMETER HK. .............. HOOK DIM ............. DIMENSION HORIZ .......... HORIZONTAL WELDED WIRE FABRIC MFD ............. H.P. ............. HIGH POINT NAILING AND FASTENERS 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. 2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM BENDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Yz " PENETRATION INTO THE FRAMING MEMBERS. 5. ALL HARDWARE SHALL BE CORROSION -RESISTANT COMPLYING WITH HDG G185 FINISH AND BE MANUFACTURED BY "SIMPSON STRONG -TIE CO. INC." OR APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: A) MECHANICAL ANCHORS SHALL BE STAINLESS STEEL HILTI KWIK BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL "HIT-HY 200 MAX -SD" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -3187 OR STAINLESS STEEL SIMPSON STRONG -TIE "SET -XP EPDXY" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -2508. C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM W DIAMETER AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. ANCHOR RODS 1. ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722-95 GR 150 TYPE II THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATIONAL (DSI) WITH DOUBLE CORROSION PROTECTION. 2. ROD TENSIONING: AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR BEAM, TENSION RODS TO 1,000#. COMPLETE BACKFILL & COMPACTION TO ROUGH GRADE & TENSION RODS TO 5,000#. HT ............... HEIGHT OFF ............. OFFICE T.F. ............. TOP OF FOOTING H.S. ............. HIGH STRENGTH OPNG ...........OPENING J = �Q T.B. ............. TOP OF BEAM HVAC ........... HEATING/VENTILATING & OPP HD .......OPPOSITE HAND TG ............... TAPERED GIRDER - AIR CONDITIONING O.S.F. ..........OUTSIDE FACE T.G.TOP TOP OF GIRDER IN INCH P.C. PIPE COLUMN .............. . THICK INFO ............ INFORMATION PEN ............. PENETRATION THRU THROUGH INT .............. INTERIOR PL ................. PLATE OR PROPERTY LINE ........... T.L. TOP OF LEDGER J.B. ............. JOIST BEARING PILAS .......... PILASTER T.N. ............TOP OF NAILER J.G. ............. JOIST GIRDER PLYWD ......... PLYWOOD TO ..............TOP OF JST ............. JOIST PSF ............. POUNDS PER SQUARE FOOT T.O.P. .......... TOP OF PARAPET/PANEL JT ............. JOINT PSI POUNDS PER SQUARE INCH T.O.S. TOP OF STEEL K.O. .............. KNOCK OUT P•T. ............. PRESERVATIVE TREATED TOT ... ........TOTAL L ................. ANGLE R.D. ............. ROOF DRAIN TRANSF TRANSFER LAT ............. LATERAL REBAR REINFORCING BAR TRANSV ....... ....... TRANSVERSE LDR ............. LEDGER R.B. ............. ROOF BEAM TS ••••••••••••••• TUBE STEEL LG ............... LONG REQD ........... REQUIRED T.S.TOP ............. OF SLAB LLH ..............LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. ............. TOP OF WALL LLV .............. LONG LEG VERTICAL REF ............. REFERENCE ••••••••• •• TYPICAL LONGIT LONGITUDINAL REV REVISION U.N U.N.O. ............UNLESS NOTED OTHERWISE L.P. ............. LOW POINT R.J. ............. ROOF JOIST VERT ........... VERTICAL LT ••-�����•����• LIGHT RM •••••••••••••• ROOM V.LF............ VERIFY IN FIELD MATL .......... MATERIAL R.O. ............. ROUGH OPENING/ W ••••••••••••••• WITH MAX MAXIMUM SCH SCHEDULE M.B. ............ MACHINE BOLT SECT ........... SECTION W ............. WIDE FLANGE MATL •••••••• , MATERIAL SHTG ........... SHEATHING W/O ............ WITHOUT MAX MAXIMUM SHT ............. SHEET WP. WORK POINT M.B. ............ MACHINE BOLT SIM .............. SIMILAR W.R. WATER RESISTANT MECH .......... MECHANICAL S.J. ............... SAWCUT JOINT WT ........... WEIGHT MEZZ .......... MEZZANINE S.P. ............... SPLICE POINT W.W.F. .......... WELDED WIRE FABRIC MFD ............. MANUFACTURED SPA ............... SPACING X ................. EXTRA STRONG MFR ............. MANUFACTURER SPECS ......... SPECIFICATIONS XX ............... DOUBLE EXTRA STRONG MIN .............. MINIMUM SQ ............... SQUARE MISC ............ MISCELLANEOUS STAGG ........... STAGGERED M.F.O. .......... METAL FRAMED OPENING STD ............... STANDARD MLB ............. MICROLLAM BEAM STIFF ........... STIFFENER M.P.H. ..........MILES PER HOUR STL ............. STEEL MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS (N) ............. NEW STRUCT ....... STRUCTURAL N.I.C. ........... NOT IN CONTRACT SYM ............ SYMETRICAL @ .............. AT NO . ............. NUMBER T & B ......... TOP & BOTTOM .............. CENTER LINE N.S. .... NELSON STUD OR NEAR SIDE T & G ......... TONGUE & GROVE 0 .............. DIAMETER N.T.S. NOT TO SCALE TEMP TEMPERED It .............. PLATE OR PROPERTY LINE O.0 . .............ON CENTER $ .............. STEP IN FOOTING GENERAL SPECIAL INSPECTIONS 1. PERIODIC(NON-CONTINUOUS OR CONTINUOUS SPECIAL INSPECTION BY A CITY CERTIFIED DEPUTY INSPECTOR IS REQUIRED FOR THE FOLLOWING: A) SITE CONCRETE WORK (COPING & ANCHOR BEAM) :...........CONTINUOUS. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON -CONTINUOUS. C) T & G LOCKING OF PANELS : ................................................ NON_CONTIN000S. D) ANCHOR ROD TENSIONING :....................................................NON CONTINUOUS. E GROUTING OF PVC SLEEVES : ................................................ NON -CONTINUOUS. F) PILING INSTALLATION : .............. - ............................................ NON -CONTINUOUS. G) HELICAL ANCHORS INSTALLATION IN ACCORDANCE WITH SECTION 2.4.2. OF ICC ER -2794: ........................................... NON -CONTINUOUS. SPECIAL INSPECTION IS REQUIRED FOR SEAWALL PANEL CONCRETE IF NOT CAST IN A CERTIFIED YARD. 2. CONTINUOUS SPECIAL INSPECTIONS IS REQUIRED FOR THE INSTALLATION OF ANCHOR BOLTS, ADHESIVE ANCHOR BOLTS, ADHESIVE DOWELS AND MECHANICAL ANCHORS IN ALL CONCRETE AND MASONRY WORKS. 3. SPECIAL INSPECTIONS SHALL BE DONE BY ONE OR MORE REGISTERED DEPUTY (SPECIAL) INSPECTORS, APPROVED BY THE BUILDING DEPARTMENT ONLY, HIRED AND PAID FOR BY THE OWNER. 4. SITE VISITS CONDUCTED BY THE ENGINEER ARE MERELY FOR OBSERVATION PURPOSE ONLY AND DO NOT CONSTITUTE AN INSPECTION. 5. TWO (2) PROPERLY COMPLETED AND SIGNED COPIES OF THE SPECIAL INSPECTION AGREEMENT MUST BE SUBMITTED TO THE PERMIT SERVICES DIVISION PRIOR TO ISSUANCE OF THE PERMIT. 6. AS A MINIMUM, THE DEPTH OF THE SEAWALL EMBEDMENT INTO THE GROUND SHALL BE AS SHOWN ON ELEVATIONS ON (S-1) AND MUST BE ACCURATELY MEASURED BY THE DEPUTY INSPECTOR. A COPY OF THE MEASUREMENT MUST BE SUBMITTED TO THE CITY & THE ENGINEER OF RECORD. 7. SPECIAL INSPECTION IS REQUIRED FOR ALL NEW CONCRETE AND MASONRY CONSTRUCTION, INCLUDING REINFORCING STEEL. CONCRETE REPAIR AFTER THE REINFORCING OF THE EXISTING SEAWALL IS COMPLETED IN COMPLIANCE WITH THE REQUIREMENTS AS SHOWN ON THIS SET OF DRAWINGS, IT IS RECOMMENDED THAT THE OWNER SHALL HIRE A COMPANY SPECIALIZING IN STRUCTURAL PRESERVATION TO FIX THE CURRENT CRACKS, WHERE OCCUR, AT THE EXISTING CONCRETE WALL. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATION PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. QO"rr' Channel P/ Newport Island Park r zz- 4 511 36th Street s� a„ s a (/I > PROJECT SITE Q z VICINITY MAP SCOPE OF WORK: �2 32nd ' -% 1. TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE -BACKS CONNECTED TO NEW CONCRETE DEADMEN. 2. TO REPLACE THE EXISTING MASONRY BLOCK STEM WALL ON TOP OF THE SEAWALL WITH A NEW CONCRETE STEM WALL WITH TOP ELEVATION OF +10.05'MLLW. NOTE TO THE BIDDERSi AFTER THOROUGHLY EXAMINING THE CONSTRUCTION DOCUMENTS AND THE SITE: 1. NOTIFY THE ARCHITECT AND/OR THE ENGINEER IN WRITING, REGARDING ALL DISCREPANCIES REQUIRING CLARIFICATION, PRIOR TO THE "BID SUBMITTAL". 2. IF THE ARCHITECT AND/OR THE ENGINEER IS NOT NOTIFIED, AS REQUIRED PER ITEM #1 ABOVE, IT SHALL MEAN THAT THE CONTRACTOR HAS CONSIDERED ADEQUATE CONTINGENCY IN HIS BID TO COVER ALL COSTS TO COMPLY WITH THE MOST STRINGENT CONDITIONS. 3. THE CONTRACTOR SHALL NOT BE ENTITLED TO ANY ADDITIONAL COMPENSATION FOR ANY DISCREPANCY DISCOVERED AFTER THE "CLOSE OF THE BID". m Z 0 w 1 z z z 0 a a 12/19/2018 • > moi, r __J r n J = �Q cV W � r C r >_ Z w Y Z - of z r F•I _ - V r. - (D z Q i 06 I— J re1 J - > O a __J O I JW cV W (D J >_ Z w Y Z - of z W U) W 0 > (D z Q i 06 I— J � 00 XO W Lu Z� W = O z LU Q ~ U OJ F -U W M Lo < _ =W m O as> LU z a Ir W z 0 U Q cr (A 71 zz()a 0 U Q W o 0- W w<> Z _ 12f o cf) (D N re1 J - > O a __J O I tr W cV W o Z o Z Z w Y QO c < M z W U) > (D z 06 I— LLJF- XO Lu W = O z LU Q ~ U OJ F -U W M Lo < _ =W m O as> LU z a Ir W z 0 U Q cr (A 03 - > O N I- O I tr W cV W o Z o Z Z w Y QO c < M _ U SHEET OF SW -0 SITE PLAN BULKHEAD ELEVATION (E) BRICK PILASTER & STEM WALL TYP (E) SEAWALL AT THE NEIGHBORING PROPERTY 36TH STREET PARTIAL FOOTPRINT OF THE 1ST FLOOR OF THE PROPOSED STRUCTURE ON THE LOT PER ARCHT & STRUC DWGS F _ �--------------Lal of oil LLQ I I � =�J o0 mil i II II LTJ L_�J AIN L J ZI (N) CONC COPING ZI & CONC STEM 13'-5" III WALL TO REPLACE III (E) CMU STEM III WALL -0" 9,_5„ 0., IO CONT CONIC II / DEADMAN W- I I ""•" I ----- F- � III --- - - - --- --- \ " (E) RETURN I " (E) SEAWALL I SEAWALL (N) CONICI STEM WALL I I U TYP K K I TO REPLACE I""•"1 +I (E) CMU 1 (E) RETURN I ill SW- SW -3 SW- I'.'. I b STEM WALL 1 SEAWALL r SIM h �I t-"•" II N I •"d I I ABANDONED BOAT RAMP I"" " I — --- ----- IIII — — —— — —— —J II III I." .... ....... I.I . . . . . ."_ . . . ---ir=_____�---------- --- "1 — " - -- - N52 a4557 4509 I I I I I I 441 TYP I I I I I 5'-0"± 6'-0"± 19'-5"t 6'-0"± 13'-811± j1'-43/4"�- I I I I I I I I I I I I I I —01// I I I I I I I I I I I I I I I I I— — — --I SEAWALL TO REMAIN NEWPORT BAY SEE SITE PROPERTY LINE TYP (N) 1"0 THREADED DYWIDAG TIE -RODS u X(E) RETURN SEAWALLS I I I _ III -- - - - - - -- - SII III III ABANDONED BOAT RAMP I (E) SEAWALL AT THE NEIGHBORING PROPERTY H III N III I � 1 1 1---- 1 IL (N) 1"0 HORIZONTAL THREADED DYWIDAG TIE -ROD TYP OUTSIDE FACE OF COPING & STEM WALL TYP 5'-O"± (E) FLOATING DOCK, AND GANGWAY TO BE REPLACED UNDER SEPARATE PERMIT I I (N) CONC STEM WALL 5:11 SEAWALL AT THE NEIGHBORING PROPERTY (E) BLOCK STEM WALL (N) CONC COPING j�xPROPERTY LINE TYP & STEM WALL (N) ANCHOR CONN TYP i _ - _ - _ - T.O. (N) CONC STEM WALL ELEV= +10.05'± NAVD88=+10.23' MLLW T.O. (E) COPING ELEV==�r�I�lzzl=I=I=IZI=—II ------ +7.14'± NAVD88=+6.58'± MLLW — — — — — — — — — - t — — — — — I III sw-3 TYP SIM I;I I I I I � � � K -I III -I I I -III -11 Efl11-111f I I I III I I I I I I I I I I I I' I I I I (E) RETURN III sw-3 I SEAWALL(E) CON \ III (E) RETURN Y SEAWALLS I I I PANEL TYP cs:lw- (E) (E) CONC SLAB ON GRADE AT ABANDONEDBOAT RAMP TYP _T.O. (E)!L (N) COPING ELEV=_ +6.40'± NAVD88=+6.58'± MLLW (E) DREDGE LINE/MUDLINE CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7. IF THE GUYS FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL ACCORDANCE WITH DEC 1710. STRUCTURAL OBSERVATION IS THE VISUAL TYPE OBSERVER'S LETTERHEAD, STATE SITE ADDRESS, PIAN CHECK & PERMIT OBSERVATION OF THE. STRUCTURAL SYSTEM BY A LICENSED DESIGN 9 � TF 0 CALIF NUMBERS, STAGES B. ELEMENTS OBSERVED, DATE OBSERVED. 8 COMPLETE. PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED CONTACT INFORMATION FOR STRUCTURAL OBSERVER. CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED. 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE CAr. SHALL INCLUDE THE LICENSE STAMP 8 SIGNATURE OF THE STRUCTURAL REQUIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. LL OBSERVER RESPONSIBLE FOR THE PROJECT. 3. THE OWNER SHALL EMPLOY ALICENSED DESIGN PROFESSIONAL TO PERFORM 9. EACH STRUCTURAL OBSERVATION REPORT SHALL BE GIVEN TO THE OWNER. STRUCTURAL OBSERVATION SITE VISITS, AND TO ISSUE ALL STRUCTURAL OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING OBSERVATION REPORTS. INSPECTOR. 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES 8 THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. 3 STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR. 5. THE REQUIRED SITE VISITS SHALL AT A MINIMUM INCLUDE THE FOLLOWING: a ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR, A OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE POUR; n STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY DOCUMENTS 8 THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE. BEEN OF NEWPORT BEACH'COMPLETE FRAMING INSPECTION%AND, Z CORRECTED. C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR. OTHER ACCEPTANCE OF THE STRUCTURAL SYS TEM ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN i - BY THE CHIEF BUILDING OFFICIAL, OR DESIGNEE, WILL NOT OCCUR UNTIL THE ENGINEER OR STRUCTURAL OBSERVER FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED. 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF Q PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT- FORM, OR A W STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH CHANGES BY THE SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL CHIEF BUILDING OFFICIAL, OR DESIGNEE, SHALL BE OBTAIN BY THE DESIGN OBSERVATION REPORT. � PROFESSIONAL ANDIOR CONTRACTOR PRIOR TO INSTAMATION ANDIOR. U CONSTRUCTION OF SAID CHANGES. STRUCTURAL OBSERVATION SCHEDULE SITE ADDRESS: 5511 36TH STREET PC n: TO BE COMPLETED BY THEDESIGN ENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE,PLEASE IDENTIFY THE ELEMENTS AND)OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS ANDIOR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION 9 � TF 0 CALIF CONNECTIONS TO BE OBSERVED • DFOOTINGS, SLAB FOUNDATION, ANCHORS J �m ❑ MAT FOUNDATION, PRESTRESSED CONC. SLAB CAr. ❑ CAISSON, PILE, GRADE BEAM H� LL t M • p.1 _!J r l ® OTHER: CONCRETE COPING. N, & PRIOR TO POURING CONCRETE TIE -BACKS CONNECTIONS IONS TO THEM ®CONCRETECONCRETE COPING PRIOR TO POURING CONCRETE J k STEM WALLS °s£ 3 D MASONRY N a — w ❑WOOD OR MANUFACTURED SHEAR PANELS n 11 OTHER: D STEEL MOMENT OR BRACED FRAME Z D CONCRETE MOMENT FRAME (D o ca I= O i - ❑. MASONRY WALL FRAME z D OTHER: V Q D CONCRETE Ov W a_ Cr O ❑STEEL DECK � > U rn a a `< s D WOOD D OTHER! z FINAL ® FINAL OBSERVATION& REPORT ~ FpPoA45FWCNR4pBYMP1q�pEHEWYNOlE585CxEWlE I1H-�I R APPLY DETAIL W- AT THE ENTIRE PERIMETER OF ANY EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET S-0. N.T.S. I- Q J s£ q 3 s� sT CIV1�- �P 9 � TF 0 CALIF 12/19/2018 • (� J �m A CAr. H� >Q t M • p.1 _!J r l i� - r O _n ^ J r n °s£ n L U N a — O c=i€¢ c5 Z (D o ca I= O i - z Z V Q Ov W a_ Cr O U > U rn a a ui = a z ~ 3 z O z J No.066947 0 J sT CIV1�- �P 9 � TF 0 CALIF 12/19/2018 • (� J i A CAr. of >Q t M • p.1 _!J r l D - r O _n ^ J r n n L U N a w N.T.S. I V SHEET OF 315 J J LU (� J i Z of >Q D 0 J O w O Z (D W � i - z Z V Q Ov W Q U rn o = U z ~ z (D = C) w � o U) (D N — N.T.S. I V SHEET OF 315 J J >Q U) Z i - U) M W Q rn O = U Q ~ (D = C) w w U 0� m 06 Q ~F- Z O� H � p J zQ�a a_ - U w c � o z U) CC) co < o O 0 N N W W � o w m Q � W U N.T.S. I V SHEET OF 315 so ;• LLJ0 4 Q 11" 7" A T (N) BLDG o � gW - (N) CONC WALL, CONC (3) EPDXY COATED CORRUGATED PVC 3" CLR ALL STEM WALL, T 3 f 6" CONC WALL SLAB & FTG CONT 6 EA FACE # SHEATHING (SHOP AROUND TYP (6) EPDXY COATED SEE DETAIL - PLANTER -O WIDTH W/#4@18" O.C. UNDER z GROUTED FULL LENGTH) EA WAY SEPARATE o z w #4 EPDXY COATED TIE TYP CONT #6 PERMIT I— w =g z =1 T.O. N WALL ELEV=+10.05'± CONC DECK w o €� ROD COUPLER _ -_ -_ OPTIONAL SEE G ( ) NAVD88=+10.23' MLLW W 4@12" O.C. /# � n. z o =§ , - — I SLOPE PER CIVIL EA WAY SLOPE PER CIVIL z o o v a RE N o A _ _ _ _ — — ar d -H I x __ _ / — W -- -III CO � 1 tp l �11111�11111i 1- 711 O 30 €g __ HIGHEST HIGH TIDE I EO fEQ AREA DRAIN z w 5£ 01 i I PER CIVIL TYP (N) #4 x 1'-0" LG N kw. • v =+7.50' M.L.LW. I N. G. N E.G. CONT CONC FTG FOR (N) CONT °� 18" O.C. zo a' = I W/(2)#4 CONT CONC DEADMAN ADHESIVE DOWELS L J aQW cn pQ (2) EPDXY COATED #5 BOTH _ o T.O. N COPING ELEV=T.0. E COPING T - III=1 TYP SEE B 4" EMBED WAYS @ ANCHOR RODSgE III- 0=+6.40'± NAVD88=+6.58'± MLLW 11 - _ _ - ANCHOR PLATE 1"x9"x9" W/ANCHOR NUT BEHIND = - -H o o - - = Cl - -- a°g PROFESS/ 2 EPDXY COATED 5 EA ( ) # (2) EPDXY COATED #5 VERT & HORIZ BARS #4 EPDXY COATED = w WAY x 1'-6" LONG @EACH TIES @ 16" O.C. O� NOTE ANCHOR ROD B NOTE: CENTER LINE Q a m m � �OORISS0/_ F � F FOR INFORMATION NOT SHOWN, SEE DETAIL e A K FOR INFORMATION NOT SHOWN, SEE DETAILS e & e . OF CONN TEP 2'-0" WIDE FiG ' 0 Z w J No.0 66947 o m d C (N) PVC SLEEVE AS READ PER (N) TIE -BACK PER FOR TYP CIV\ q �� DEADMEN ELEVATION N.T.S. A SECTION AT DEADMEN N.T.S. g 0 1 1 NOTE BELOW PLAN TYP COUPLER, OF- CqL\FO "' WHERE READ, SEE 12.19/2018 EQ EQ (E) DREDGE 1 1 G COUPLER PER ICC ESR -3367 LINE/MUDLINE ` SPECIAL INSPECTION IS REQUIRED MEAN LOWER LOW WATER 1 Ila r =+0.00' M.L.LW. ljl= INSTALL FILTER CLOTH AT CORRUGATED PVC SHEATHING . ...-.-.-.-.-..-.-.-..._. 1 -III- III PER NOTES PANEL JOINTS P SHOP GROUTED FULL LENGTH Y = c3, -111 — = _ -=L=ll1=L=1I I1-1 ON SHEET S-0 WITH THE FOLLOWING GROUT MIX: �y N HEAT SHRINK GROUT SLEEVE =til=III=III=III-III-III-ITI-� 1111=III= ' I-1 I1=1I 1=1 11=1I 1=1 I L -I I1=1 - II1=1I1=1I1=1II- III=III- 1 BAG (94 LBS.) TYPE III PORTLAND CEMENT !� . �D _ CENTERED OVER COUPLER _=J -III-III-III-III =III=1 =III-III=III-1 1111=III= 4.5-5 GAL WATER �1 _ ~ 2 LAYERS OF MOLDABLE DENSO TAPE til -III III -J J 0.75 LBS. INTRUSION AID LS 5 = r' ' t (') DELETE GROUT SLEEVE ON OVER BARE BAR AND COUPLER III JII III- p 2 -' FIELD CUT TENDONS 1 1111=1' c -' SPACE BETWEEN COUPLER AND BAR TO BE COMPLETELY FILLED WITH (E) CONC PANELS TYPE 1= „- CORROSION INHIBITING GREASEm — o 1 SEE PLAN V-6" 8'-0"± MIN �L' .?_ SEE PLAN - COUPLER INSTALLATION PROCEDURE: PREPARATION FOR FIELD CUT BARS:, 1. APPLY CORROSION INHIBITING GREASE TO THE BARE ENDS OF 1. CUT CORROSION PROTECTION AND THREAD BAR WITH AN THE BARS AND THE INSIDE OF THE COUPLER. ABRASIVE SAW (DO NOT USE A TORCH). 2. CONNECT THE TWO BAR ENDS WITH THE COUPLER. EACH END 2. CAREFULLY REMOVE 6" (± Y4') CORRUGATED AND CEMENT SHALL BE SCREWED INTO THE COUPLER HALF THE LENGTH OF THE COUPLER. GROUT FROM THE END OF THE NEW CUT. 1 1 NOTE 3. TORQUE BAR ENDS TOGETHER (200 FT. LBS). 1 1 4. ADD ANOTHER COAT OF GREASE TO BARE BAR AND COUPLER IN CASE IF PROPOSED BUILDING FOOTINGS INTERFERE AND WRAP WITH TWO LAYERS OF DENSO TAPE. L -1 WITH THE TIE -BACKS, DEEPEN FOOTINGS PER 5. CENTER HEAT SHRINK SLEEVE OVER COUPLER AND APPLY STRUCTURAL ENGINEER OF THE BUILDING REQUIREMENTS HEAT UNTIL SLEEVE IS FULLY RECOVERED. AND PROVIDE SCHEDULE 40 PVC SLEEVES FOR MINIMUM C) U) 2" CLEAR DISTANCE AROUND TIE -BACKS. J W 0 J i DCP COUPLER DETAIL N.T.S. G TYPICAL SECTION N.T.S. K o w o i RAPID SET NON- -I Of Lb oo ANCHOR NUT. SHRINK GROUT O co 3/a CHAMFER TYP° TORQUE ASa a. a as SEAL AROUND HOLE Q = Z READ BEFORE ° BEFORE GROUTING u W z GROUTING- 6Y2"± a ," ° . °. °1 CORRUGATED PVC -' o-Z O U) Q V 1" MIN a SHEATHING (SHOP Q w O COVER a°° °°. GROUTED FULL LENGTH) c W 4 ... .1 Q� Q � Z GROUT I ° DYWIDAG THREADBAR z Q > Y2„ „V" REVEAL @ TUBES pp a.' �ar� � - PER PLAN 3 o u) N 2 BAGS MIN. SANDBAGS (TYP) MAX 8'-0" O.C. �-0� as eo I • BEARING PLATE k ° X I (N) #4 EPDXY COATED W HOLESE3 I VERT @ 12" O.C. 6' FOR GROUT5" I.D. STD PIPE EMBED TYP TUBES e ° SLEEVE WELDED TO J TYPICAL SECTION TYPICAL ELEVATION 4" I • 3" 174 17�° _ ° a ° ° BEARING PLATE J Q (N) EPDXY COATED #4 CONT CLR I CLR ° °a GROUT SLEEVE ` @ MAX 12" O.C. ° COREADDRILL (E)CONNOPINGFHO I 1 Q SANDBAG VELOCITY REDUCER DETAIL1 as a AFTER STRESSING, LIJ (N) 10" THICK I (N) GRADE/PLANTER TREAT SURFACE WITH (n CAST -IN-PLACE I PER PLAN (E) CONC COPING 1" MIN BONDING AGENT AND C7 CONC STEM WALL I &PANEL AFTER FILL WITH RAPID SET NON -SHRINK GROUT Z I STRESSING CARE SHALL BE EXERCISED BY THE CONTRACTOR NOT TO CUT � — =III=III=III-III- II ANY OF THE EXISTING REINFORCING DURING THE CORE DRILLING M 77 1. FOR THE INSTALLATION OF THE CONNECTION SHOWN ABOVE. X CD w VELOCITY REDUCER DETAIL N.T.S. L FOR BLOCKOUT AT ANCHOR I CORE DRILL DETAIL N.T.S. Q W PLATE SEE DETAIL Q j ;_ I = U •,_ _ I� I Z W Q (E) CONC COPING _ TWO ROWS OF SANDBAGS U � m THREE BAGS HIGH 1 J � (N) TIE -BACK 0 ONE ROW OF SANDBA S PER PLAN 0 TWO BAGS HIGH I -r- O J LL W �T E OF SLOPE ----------- --------- ---------- ------------------------ - - --------------------------------_ ------------------------- - - ------------------ ----------------- - z C� co Q I w SLOPE I J o Z 0 (E) CONC PANEL -' 00 00 Q > > O CURB FACE, 100' MAX. NE ROW OF ICL WHERE OCCURS SANDBAGSi N N I- TWO BAGS \ HIGH I o a_ �w s TOE OF SLOPE PROTECTION DETAIL 0 Q W M O N SHEET OF N NOTE: THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET S-0. W-2 TOE OF SLOPE PROTECTION N.T.S. R SECTION AT STEM WALL N.T.S. T U V so S7 c ;• LLJ H \ Y$ Q i N g� of O i- is (N) CONC (N) BLDG WALL, — u w p z STEM WALL, T SEE DETAIL _ T CONC SLAB &FTG I W WF o n� z o 1� j 3'-0"± 6" CONC WALL UNDER SEPARATE v7 0 PLANTER WIDTH W/#4@18" O.C. EA PERMIT O v 4 o T.O. N WALL ELEV=+10.05'± WAY > > a o��aa a = _" , NAVD88=+10.23' MLLWcr CONC DECK w U z a a� W/#4@12" T.O. (N) SLAB ELEV=+9.0' 0 0 g; J A SLOPE PER CIVIL O.C. EA WAY SLOPE PER CIVIL NAVD88=+9.18'± MLLW- Lu km z x U - - - - - N -H _ _ _ --11T Tff Tff Tf1—f71711�11�IIT lT� IT'eW =1 -I -I I -III -III -III -III -I-'' O c' w , =� ��= -I� ��- � an N HIGHEST HIGH TIDE n EQ EQ AREA DRAIN IMI I�I�I����ITII z =+7.50' M.L.LW. N N.G. E.G. PER CIVIL TYP (N) #4 x 1'-0" LG g CONT CONC FTG @ 18" O.C. Z z a a ¢ a S-� T.O. (N) COPING ELEV=T.O.(E) COPING W/(2)#4 CONT ADHESIVE DOWELS �- - - - - - g" =+6.40'± NAVD88=+6.58'± MLLW -III . - - • 4" EMBED ROFESS/ z 0 00 o �O AOR 1330 F No.0 66947 -� m 70 2'-0" WIDE FTG A B OF cp'o 12/19/2018 I I • U TYP AT EA m I RETURN WALL dill Il n 1111111=n SW -3 �D n =n ) CONC TG , ON GRADES m & SEAWALL AT _°� ABANDONED BOAT RAMP 1=1 I I i�l cv I JJ LU (� J i ZIY G TYPICAL SECTION N.T.S. K > o o #5x18" LG EPDXY COATED Ow 0" H ADHESIVE DOWELS TO (E) RETURN CONC WALL < 1: ('DW LLJ 3/4" MATCH COPING LONGIT Z U Q CHAMFER TYP REINF 6" MIN EMBED TYP Z a O U COPING LONGIT COPING COPING LONGIT COPING Q w 0 0_ C) REINF PER TRANSV REINF REINF PER TRANSV REINF � z PLAN PER PLAN TYP PLAN PER PLAN TYP W Q Y2" "V" REVEAL @ • • o MAX 8'-0" O.C. I I N I I I (N) #4 EPDXY COATED I I N EPDXY COATED 4 (N) # • • VERT @ 12" O.C. EA FACE 11YP CONT @ MAX 12" O.C. BENT 6" AT BOT TYP (N) 10" THICK ---- J CAST -IN-PLACE CONC STEM WALL• 3„ • 3„ (N) 16" WIDE CAST -IN-PLACE CONIC I ii I U 4' ii 4° #5x18" LG EPDXY COATED ADHESIVE DOWELS TO MATCH COPING W/(6)#6 EPDXY COATED Q CLR CLR CONT REBARS IN #4 EPDXY COATED COPING LONGIT REINF 6" MIN w CLOSED TIES @ 24" O.C. I �n EMBED TYP U) I • • (N) CONC COPING I (N) CONC COPING Ur Y2" HORIZ "V" REVEAL AT (N) GRADE/PLANTER I Z T.O. (N) COPING ELEV PER PLAN (E) RETURN � SEAWALL COPING U) co to L -H (N) TO (E) CONC CONN N.T.S. P (N) TO (E) CONC CONN N.T.S. Q W Q 3" CLR ALL AROUND = U TOP OF (E) - ---- SEAWALL (E) RETURN CONC WALL (E) RETURN CONC WALL Z W UQ U m •�-- - �� ,—JAS 0 U – – (N) #5x12" LG EPDXY COATED WALL REINF ILL~ U (. _J o 4"± ADHESIVE DOWELS @12" O.C. PER PLAN TYP Z U M j < o 6" MIN EMBED INTO WALL TYP w L W w /41 J +n Z D (E) CAST -IN-PLACE -' SEAWALL ----- I• �' o0 0o Q > > O �n ; ' I------- ---- o CL W - w w (E) CONC SLAB ON GRADE \ o a- �w (N) #5x18" LG EPDXY COATED m a w ADHESIVE DOWELS @12" O.C. o o o 6" MIN EMBED TYP �n (N) CONC WALL SHEET OF I I NOTE �n CORE DRILL 2"0 HOLES AT CONC WALL TO ALLOW FOR CLOSED TIES INSTALLATION. CARE MUST BE EXERCISED BY THE CONTRACTOR TO ASSURE THAT ALL HOLES GET FILLED WITH CONCRETE DURING CONCRETE COPING POUR. W-3 R SECTION AT COPING & STEM WALL N.T.S. T SLAB TO WALL CONN N.T.S. U (N) TO (E) CONC CONN N.T.S. V S7