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HomeMy WebLinkAbout10_Guida Residence Coastal Development Permit_PA2017-239CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT SUBJECT: Guida Residence (PA2017-239) SITE LOCATION: 501 Via Lido Soud Coastal Development Permit No. CD2017-102 APPLICANT: Brandon Architects OWNER: John and Julie Guida PLANNER: Liane Schuller, Contract Planner 949-644-3237, Ischuller@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT February 27, 2018 Agenda Item No. 10 • General Plan: RS -D (Single -Unit Residential Detached) • Zoning District : R-1 (Single -Unit Residential) • Coastal Land Use Category: RSD -C (Single -Unit Residential Detached - (10.0 - 19.9 DU/AC) • Coastal Zoning District: R-1 (Single -Unit Residential) PROJECT SUMMARY A coastal development permit (CDP) to allow the demolition of an existing 4,558 -square - foot, single-family residence and construction of a new two-story, 6,786 -square -foot, single-family residence with two attached two -car garages. The project includes landscape, hardscape, and subsurface drainage facilities all within the confines of private property. The site is protected by an existing private bulkhead that has been inspected, is in generally good condition, and will be reinforced in conjunction with the proposed construction. The design complies with all applicable development standards and no deviations are requested. All improvements are shown on the attached project plans (Attachment No. ZA 3). RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-102 (Attachment No. ZA 1). 1 Guida Residence Zoning Administrator, February 27, 2018 Page 2 Land Use and Development Standards • The project is located in the R-1 Zoning District, which allows a maximum of one residential dwelling unit on a single legal lot, and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A CDP is required and the property is not eligible for a Waiver for De Minimis Development because the property is located in the Appeal Area. • The property consists of one building site containing an existing single-family residence. The neighborhood is predominantly developed with two-story single- family residential structures. The design, bulk, and scale of the proposed development is consistent with the existing and anticipated neighborhood pattern of development. • The proposed single-family residence 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 lowest finished first floor elevation of the proposed residence is 10.40 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. • The existing development includes a private seawall/bulkhead along the waterway. A Bulkhead Condition Report prepared by PMA Consulting, Inc., dated October 21, 2017, concludes that the cast -in-place wall is in generally good condition. In order to protect the proposed new development, the report recommends that the wall be reinforced and repaired, and provides specific recommendations on how this should be accomplished. Once the wall has been reinforced and repaired, it N Table 1 — Development Standards Development Standard Standard Pro osed Setbacks min. Front street 4 feet 4 feet Sides 4 feet 4 feet Front water 10 feet 13 feet Allowable Floor Area 11,282 square feet 7,842 square feet Open Volume Area 846 square feet 1,445 square feet Parkin 3 -car garage 2 -car garages Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The lowest finished first floor elevation of the proposed residence is 10.40 feet (NAVD88), which exceeds the minimum required 9.00 -foot (NAVD88) elevation standard. • The existing development includes a private seawall/bulkhead along the waterway. A Bulkhead Condition Report prepared by PMA Consulting, Inc., dated October 21, 2017, concludes that the cast -in-place wall is in generally good condition. In order to protect the proposed new development, the report recommends that the wall be reinforced and repaired, and provides specific recommendations on how this should be accomplished. Once the wall has been reinforced and repaired, it N Guida Residence Zoning Administrator, February 27, 2018 Page 3 is not anticipated that the wall will need further repair or replacement in the next 75 to 100 years. • A project -specific Coastal Hazards Analysis Report was prepared by PMA Consulting, Inc., dated October 21, 2017. The report concludes thatflooding, wave run up and erosion will not significantly impact this property over the life of the proposed development, provided the existing seawall is reinforced and repaired as recommended. • Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property ownerwill be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the project site's proximity to coastal waters, a Water Quality and Hydrology Plan (WQHP) was prepared by Forkert Engineering & Surveying, Inc., dated November 9, 2017. The WQHP has been reviewed and approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a low -impact development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. • The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 3 Guida Residence Zoning Administrator, February 27, 2018 Page 4 Public Access • The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. • The residential lot does not currently provide nor does it inhibit public coastal access. The proposed scope of work involves the removal and replacement of an existing single-family residence with a new single-family residence. Development will occur within the confines of private property, and existing coastal access conditions will not be affected. Coastal access is currently provided and will continue to be provided by adjacent small public beach areas with access from the water. • There are no designated Public viewpoints or Coastal View Roads near the project site, per the Coastal Land Use Plan. Due to the distance of the proposed development from public viewpoints and the project's compliance with all applicable development standards, including height and setbacks, the project will not impact existing coastal views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition, construction and location of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project consists of the demolition of an existing 4,558 -square -foot single- family residence and construction of a new two-story, 6,786 -square -foot, single-family residence with two attached two -car garages in the R-1 Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. 0 Guida Residence Zoning Administrator, February 27, 2018 Page 5 APPEAL PERIOD This action shall become final and effective 14 days following the date the Resolution is adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 (Local Coastal Implementation Plan) of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Liane Sch er 'Contract Planner BMZ/Is Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans 5 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2018-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-102 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW TWO-STORY, SINGLE-FAMILY RESIDENCE AND TWO ATTACHED TWO -CAR GARAGES AT 501 VIA LIDO SOLID (PA2017-239) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Brandon Architects ("Applicant'), on behalf of John and Julie Guida ("Owners"), with respect to property located at 501 Via Lido Soud, requesting approval of a coastal development permit. 2. The property is legally described as Lots 456 and 457 of Tract 907. 3. The applicant proposed the demolition of an existing two-story, 4,558 -square -foot, single-family residence and construction of a new two-story 6,580 -square -foot, single- family residence with two attached two -car garages. The project includes landscape, hardscape and subsurface drainage facilities. The site is protected by an existing private bulkhead that has been inspected, is in generally good condition, and will be reinforced in conjunction with the proposed construction. The design complies with all applicable development standards and no deviations are requested. 4. The subject property is designated RS -D (Single -Unit Residential Detached) by the General Plan Land Use Element and is located within the R-1 (Single -Unit Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is RSD -C (Single -Unit Residential Detached - (10.0 - 19.9 DU/AC) and the property is located within the R-1 (Single -Unit Residential) Coastal Zone District. 6. A public hearing was held on February 27, 2018, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or 7 Zoning Administrator Resolution No. ZA2018-### Paqe 2 of 7 Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the construction and location of limited numbers of new, small facilities or structures including one single-family residence in a residential zone. The proposed project consists of the demolition of an existing 4,558 -square -foot, single-family residence and construction of a new two-story, 6,786 -square -foot, single-family residence with two attached two -car garages in the R-1 Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code (NBMC), the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 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 11,282 square feet and the proposed floor area is 7,842 square feet. b. The proposed development will provide the minimum required setbacks, which are four (4) feet along the front property line abutting Via Lido Soud, four (4) feet along each side property line, and ten (10) feet along the front property line abutting the waterway. c. The highest guardrail is no more than 24 feet and the highest roof ridge is no more than 29 feet, measured from the established grade level of 11.54 feet (NAVD88), which complies with the maximum height limitation. d. The project includes enclosed garage parking for four vehicles, which exceeds the minimum parking requirement for single-family residences with more than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two-story, single-family residences. The proposed design, bulk, and scale of the development will be consistent with the existing neighborhood pattern of development and expected future development. 3. The existing development includes a private seawall/bulkhead along the waterway. A Bulkhead Condition Report prepared by PMA Consulting, Inc., dated October 21, 2017, concludes that the cast -in-place wall is in generally good condition. In order to protect I Zoning Administrator Resolution No. ZA2018-### Paqe 3 of 7 the proposed new development, the report recommends that the wall be reinforced and repaired, and provides specific recommendations on how this should be accomplished. Once the wall has been reinforced and repaired, it is not anticipated that the wall will need further repair or replacement in the next 75 to 100 years. 4. 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. 5. A project -specific Coastal Hazards Analysis Report was prepared by PMA Consulting, Inc., dated October 21, 2017. The report concludes that flooding, wave run up and erosion will not significantly impact this property over the life of the proposed development, provided the existing seawall is reinforced and repaired as recommended. 6. Pursuant to NBMC Section 21.35.050 (Water Quality and Hydrology Plan), because of the project site's proximity to coastal waters, a Water Quality and Hydrology Plan (WQHP) was prepared by Forkert Engineering & Surveying, Inc., dated November 9, 2017. The WQHP has been reviewed and approved by the City's Engineer Geologist. The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a low -impact development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. 7. The project design addresses water quality with a construction erosion control plan and a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 8. New landscaping will be verified for compliance with NBMC Section 21.30.075. A condition of approval is included that requires drought -tolerant, and prohibits invasive, species (Condition of Approval No. 17). Prior to issuance of the building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 9. The property is not located near designated public viewpoints or coastal view roads and will not impact public coastal views. Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. 0 Zoning Administrator Resolution No. ZA2018-### Paqe 4 of 7 Fact in Support of Finding: 1. The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. 2. The residential lot does not currently provide nor does it inhibit public coastal access. The proposed scope of work involves the removal and replacement of an existing single-family residence with a new single-family residence. Development will occur within the confines of private property, and existing coastal access conditions will not be affected. Coastal access is currently provided and will continue to be provided by adjacent small public beach areas with access to and from the water. 3. There are no designated public viewpoints or coastal view roads near the project site, per the Coastal Land Use Plan. Due to the distance of the proposed development from public view points and the project's compliance with all applicable development standards, including height and setbacks, the project will not significantly impact existing coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-102, 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 27TH DAY OF FEBRUARY, 2018. Patrick J. Alford, Zoning Administrator 10 Zoning Administrator Resolution No. ZA2018-### Pace 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. Prior to the issuance of a building permit, an agreement in a form approved by the City Attorney between the property owner and the City shall be executed and recorded waiving rights to the construction of future shoreline protection devices including the repair and maintenance, enhancement, reinforcement, or any other activity affecting the bulkhead, that results in any encroachment seaward of the authorized footprint of the bulkhead or other shoreline protective device. The agreement shall be binding against the property owners and successors and assigns. 3. Prior to the issuance of a building permit, the property owner shall submit a notarized signed letter acknowledging all hazards present at the site, assuming the risk of injury or damage from such hazards, unconditionally waiving any claims of damage against the City from such hazards, and to indemnify and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of development. 4. The existing private seawall/bulkhead shall be reinforced and repaired, in keeping with the recommendations provided in the Bulkhead Condition Report prepared by PMA Consulting, Inc., dated October 21, 2017. 5. Prior to issuance of building permits, the Applicant or Owners shall apply for and obtain a certificate of compliance to formally recognize the two underlying legal lots as a single building site. 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, wetland or their buffers. 7. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the Construction Pollution Prevention Plan (CPPP). 8. 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 11 Zoning Administrator Resolution No. ZA2018-### Paqe 6 of 7 maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 9. 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. 10. 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. 11. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 12. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 13. 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. 14. 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. 15. 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. 16. 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 permit file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this coastal development permit. 17. Prior to issuance of the building permits, a CPPP shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and any changes could require separate review and approval by the Building Division. 18. 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. 12 Zoning Administrator Resolution No. ZA2018-### Paqe 7 of 7 19. Prior to the issuance of building permits, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 20. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by the current property owner or agent. 21. Coastal Development Permit No. CD2017-102 shall expire unless exercised within 24 months from the date of approval as specified in Section 21.54.060 (Time Limits and Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise granted. 22. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of Guida Residence including, but not limited to, Coastal Development Permit No. CD2017-102 (PA2017-239). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 13 Attachment No. ZA 2 Vicinity Map 14 VICINITY MAP Coastal Development Permit No. CD2017-102 PA2017-239 501 Via Lido Soud 15 Attachment No. ZA 3 Project Plans 1( U Z SITE n..,..... PROJECT DESCRIPTION: THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON LIDO ISLAND. THE LOT IS APPROXIMATELY 70' WIDE BY 105' DEEP. CLIENT PROPOSES TO DEMO EXISTING SINGLE FAMILY RESIDENCE AND BUILD A NEW 2 -STORY SFR APPROX. 6,800 SQFT. LIVING AND 1000 SQFT. GARAGE. THE MAIN FLOOR PROGRAM CONSISTS OF EAT -IN KITCHEN WITH PANTRY, GREAT ROOM, DINING ROOM, GAME ROOM. THE SECOND FLOOR CONSISTS OF A LARGE MASTER SUITE, OFFICE, LAUNDRY AND GUEST ACCOMODATIONS FOR 3 EN SUITE BEDROOMS AND AN ADDITIONAL FAMILY ROOM. THE PROJECT IS OF TRADITIONAL CAPE COD DESIGN INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN 'OPEN' PLAN MAXIMIZING VIEWS OF THE NEWPORT HARBOR. THE EXTERIOR MATERIALS WILL BE PRIMARILY OF RICH QUALITY AND HIGHLY DURABLE INCLUDING, NATURAL CEDAR WOOD SHINGLES, NATURAL BRICK VENNER, EXPANSIVE DOORS AND WINDOWS, AND THE USE OF WOOD ACCENTS/DECORATIVE PANELEING AND METAL ROOFING. VICINITY MAP/ PROJECT DESCRIPTION GUIDA RESIDENCE 501 VIA LIDO SOUD, NEWPORT BEACH, CA 92623 ALUMINUM CONCRETE EARTH GYPSUM - PLASTER INSULATION - RIGID MASONRY - BRICK MASONRY -CONCRETE BLOCK PLYWOOD / GLU-LAM TIMBER SAND STEEL WOOD MATERIAL LEGEND NORTH ARROW N 90 00'00" E PROPERTY LINE TAG Distance 1 SIM I SECTION INDICATOR \At01 / Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation REVISION FLAG 20 R @ 7 1/2" STAIR TAG (NO. OF RISER & 1i WALL TAG 101 DOOR TAG 1i WINDOW TAG KEYNOTE TAG 11 (ANNOTATION LEGEND 1. REF. STRUCT. SHT. FOR SPECIAL OBSERVATION AND INSPECTIONS SCHEDULES 2. HERS VERIFICATION REQUIRED- REFERENCE T-24 3. A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE FOLLOWING TWO POINTS IN THE CONSTRUCTION PROCESS: A. WHEN CONCRETE SLAB IS POURED B. AFTER ROOF FRAMING BUT PRIOR TO THE INSTALLATION OF THE ROOF _MATERIAL. MEASURE FROM AVERAGE CURB HEIGHT. --, SPECIAL INSPECTIONS G V DIG ALERT: SOUTHERN CALIFORNIA EDISON: SOUTHERN CALIFORNIA GAS: CITY WATER &SEWER: PACIFIC BELL TELEPHONE: 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPERATE SUBMITTAL (FOR P; 1.949.644.3311 H.O.A. PURPOSES). 2016 CPC, AND 2016 CMC, 2016 CAL GREEN COSTA MESA, CA 92626 F: 1.949.644.3318 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING OCCUPANCY CLASSIFICATION R-3 / U STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. CITY OF NEWPORT BEACH PLANNING DEPT.: A-2.1 General Information Line : (949)644-3200 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. Zoning Information Line: (949)644-3204 SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND PMA CONSULTING, INC. NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT PLAMEN PETROVE, P.E. C66947 PROPERTY PATIO OR OPENING. CITY OF NEWPORT BEACH BUILDING DEPT.: FLOOR AREA REF. 8/T-1 (949) 644-3275 General Administration 4. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR (949) 644-3288 Permit Counter SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA (949) 644-3255 Inspection Requests PERMIT. 5. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER NEWPORT BEACH FIRE DEPARTMENT: DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN 100 Civic Center Dr. Newport Beach CA 92660 FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. P: 949.644.3106 6. ELEVATOR ORANGE COUNTY HEALTH SERVICES: DOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR PO BOX 355 SANTA ANA, CA 92702 NGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR P; 714.834.3882 C.N.B. NOTE: CHRISTOPHER BRANDON, ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR COMPATIBILITY WITH THE DESIGN OF THE BUILDING. (NBMC 15.02.010) 9 DEFERRED SUBMITTALS 7 BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR 3016 SF SECOND FLOOR 3769 SF TTL. LIVING 6786 SF 2 -CAR GARAGE 531 SF 2 -CAR GARAGE 526 SF TTL. GARAGE 1057 SF GRAND TOTAL 7842 SF OUTDOOR AREA SCHEDULE NAME AREA COMMENTS EXT. OPEN SPACE 1152 SF PARTIALLY COVERED ENTRY 101 SF PARTIALLY COVERED EXT. SHWR. 56 SF CABANA 139 SF GRAND TOTAL 1449 SF ROOF AREA SCHEDULE 3HT) NAME AREA COMMENTS ROOF DECK 631 SF FLAT ROOF SLOPED ROOF 3752 SF CABANA 151SF BALC. 136 SF FLAT MA. BAL. 98 SF FLAT GRAND TOTAL 4769 SF TOTAL ROOF AREA = 4768 S.F. 25°/ FLAT ROOF ALLOWABLE (HOA) : 1192 S.F. TOTAL FLAT ROOF AREA - 836 S.F. 10 1 PROJECT STATISTICS 8 1.800.227.2600 ARCHITECT: 2 BRANDON ARCHITECTS, INC. CODES: NBMC (NEWPORT BEACH MUNICIPAL CODE) CHRISTOPHER BRANDON, AIA 1.714.895.0246 151 KALMUS DR. STE. G-1 2016 CPC, AND 2016 CMC, 2016 CAL GREEN COSTA MESA, CA 92626 1.800.427.2000 P: 714.754.4040 F: 714.754.4004 OCCUPANCY CLASSIFICATION R-3 / U www.BrandonArchitects.com 1.949.644.3011 A-2.1 FLOOR & FLOOR -CEILINGS N/A A-3.0 STRUCTURAL ENGINEER: 1.800.750.2355 PMA CONSULTING, INC. A-4.1 S-1 PLAMEN PETROVE, P.E. C66947 _ o p Uc 28161 CASITAS CT. FLOOR AREA REF. 8/T-1 LAGUNA NIGUEL, CA 92677 ALLOWABLE BLDG. AREA N/A P: 714.717.7542 AGENCIES & PUBLIC SERVICES LEGAL DESCRIPTION: LOT: 456 AND 457 TRACT NO.: 907 APN: 423 205 03 �i�lil�lri ; ►7 7 UL��[i7r ZONED: R-1 SITE AREA: 7,348 S.F. BUILDABLE AREA: 5640.73 S.F. TOTAL ALLOWABLE AREA: 1.5 x 5640.73 S.F. = 8,461 S.F. REQ'D. OPEN VOLUME = 560.73 x .15 = 846 S.F. (T-6" HT. MIN.) OPEN VOLUME PROVIDED = 1445 S.F. TOTAL ALLOWABLE ROOF DECK AREA = 4768 X.25 = 1192 S.F. TOTAL ROOF DECK PROVIDED - 836 S.F. EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. = 4558 S.F. ZONING INFORMATION TOTAL BUILDING AREA = 4076 S.F. FRONT SETBACK (WATERFRONT): 10 FT. REAR SETBACK (STREET): 4 FT. LEFT SETBACK: 4 FT. RIGHT SETBACK: 4 FT. SITE INFORMATION GENERAL CONTRACTOR: WINKLE CUSTOM HOMES JAKE WINKLE 33971 SELVA RD STE. 110 DANA POINT, CA 92629 P: 949.873.3125 JAKEWINKLE@GMAIL.COM SURVEYOR: APEX LAND SURVEYING, INC. PAUL CRAFT, LIC. NO. 8516 HUNTINGTON BEACH, CA 92646 P: 714.488.5006 F: 714.333.4440 INTERIOR DESIGNER: CHURCHILL DESIGN TRISH STEELE P: 949.721.5877 TRISH@CHURCHILL-DESIGN.COM OWNER: JULIE AND JOHN GUIDA 501 VIA LIDO SOUD NEWPORT BEACH, CA 92663 CIVIL ENGINEER: FORKERT ENGINEERING & SURVEY, 1 THOMAS RUIZ 22311 BROOKHURST ST, STE. 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6796 F: 714963.7296 LANDSCAPE DESIGNER: MOLLY WOOD GARDEN DESIGN 1660 ORANGE AVE. COSTA MESA, CA 92627 P: 949.548.1611 F: 949.548.8557 SOILS ENGINEER: COAST GEOTECHNICAL, INC. MING TRAN 1200 W. COMMONWEALTH FULLERTON, CA P: 714.870.1211 W.O. # 532817-01, DATE JULY 20, 2017 4 PROJECT DIRECTORY 2 GENERAL ARCHITECTURAL NOTES CODES: NBMC (NEWPORT BEACH MUNICIPAL CODE) SUPPLEMENTAL NOTES & DOCUMENTS CALIFORNIA CODES: 2016 CBC, 2016 CFC, 2016 CEC, � 2016 CPC, AND 2016 CMC, 2016 CAL GREEN ARCHITECTURAL SITE PLAN OCCUPANT LOAD -17 PRECISE GRADING PLAN EROSION CONTROL PLAN 3-DIMENSIONAL VIEWS OCCUPANCY CLASSIFICATION R-3 / U A-2.0 OCCUPANCY SEPARATIONS (GARAGE) 1 -HR. A-2.1 FLOOR & FLOOR -CEILINGS N/A A-3.0 TYPE OF CONSTRUCTION V -B - SPRK'R. A-4.0 FIRE SPRINKLER: NFPA 13D YES A-4.1 S-1 HEIGHT 2 STORY _ o p Uc FLOOR AREA REF. 8/T-1 STRUCTURAL GENERAL NOTES ALLOWABLE BLDG. AREA N/A SITE PLAN/CAISSONS LAYOUT (PER CBC TBL. 503) 5 I CODE REVIEW SHEET # T-1.0 DRAWING TITLE TITLE SHEET T-1.1 GENERAL ARCHITECTURAL NOTES T-1.2 SUPPLEMENTAL NOTES & DOCUMENTS O � A-0.0 ARCHITECTURAL SITE PLAN C2 C4 PRECISE GRADING PLAN EROSION CONTROL PLAN 3-DIMENSIONAL VIEWS A-1.0 A-2.0 FIRST FLOOR PLAN A-2.1 SECOND FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-4.1 S-1 EXTERIOR ELEVATIONS FOUNDATION PLAN _ o p Uc SW -0 STRUCTURAL GENERAL NOTES SW -1 SITE PLAN/CAISSONS LAYOUT SW -2 DETAILS LC -1 LANDSCAPE PLAN (REF. ONLY) SUR TOPOGRAPHIC SURVEY 3 I SHEET LIST 1 )JECT NAME GUIDA RESIDENCE TUS CDP /1 E o E V J N � U N O � U N ¢� z U � W N L U Q T T 5N N 00 N � 3 3 O � �- 0 >o �e z 00 N� Q E� � r Y � Mr � W r f� a 00 : Om u-_j� 0-1 Z 0<0 M W o Lo Z � M W V z LU U) W M O O N O D Q OU W _ OU 9Q J W Q m O L0 LIJ z DOCUMENT VALID UPON ORIGINAL SIGNATURE DATE JOB NO. 17-501 DATE 1/10/2018 SHEET NO T-1.0 2� T T 5N N 00 N o O) -pp T L zo N Q c E c m o p c m m m c Z m rn T o � m o . a 6%� 3: m 0. 3 Q y m o- r < a O T s � U1 .'6 Ln' (n C OI O E— 2 I -o E> n s c U a o c U :aW mrcp_o mE H O o o U5N v p o > m _ o p Uc W O a' V! d 0 Q'TL -o Z oz Q I m a m s a z a m m Q V p p C y r m¢ O E U L L O. O d N U 8 C N N,2 wC o' S N O L d W d O UO LD mY a N y O "p N C_ .- N� C m ^ P N NE o o E c o = m.- p R °�� W Er W J U o c U U y o m :_ •• I- I_ 5 n3U- am N U T-d O U U m c rd o !S-2 H p-o.'om �� < < REVISIONS DATE JOB NO. 17-501 DATE 1/10/2018 SHEET NO T-1.0 2� & 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 GUIDA 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 UIDA r. CENTERLINE DWG. DRAWING H.M. HOLLOW METAL PLAS. PLASTER U.L. UNDERWRITER'S LABORATORY GE NERAL COOWNERCONTRACTOR HALL LICENSED CONTRACTOR SHALL MEAN: CENSEDGENERALCONTRACTORHIREDTOPERFORMTHEWORKUNDERTHISCONTRACT STATUS 0 DIAMETER OR ROUND HORIZ. HORIZONTAL PLUMB. PLUMBING UNF. UNFINISHED 62. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING • ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPAL AIC 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. �/� C J N E A.B. ANCHOR BOLT EL.. EXPANSION JOINT PR. PAIR V. VERTICAL CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. m O cel U ABV. ABOVE ELEVATION I.D. INSIDE DIAMETER/INTERIOR DESIGNER pROJ. PROJECTION VENT. VENTILATING F_ " ' 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 ORANY OTHER UTILITY LINES ENCOUNTERED AND SHALL ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONSAND ORDINANCES GOVERNINGTHE PLACE OF A LWOR ,CONS CONSTRUCTION U.N.. U A.C. ASPHALT CONCRETE EMER. ELEVATOR INSUL. PT. POINT VER. VERIFY COORDINATE THIS WORK WILL ALL LOCAL UTILITY COMPANIES. CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR, SUB-CONTRACTORS, AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECT (VERBALLY AND ACOUS. ACOUSTICAL EMERGENCY INT. INTERIOR R.A. RETURN AIR V.T.R. VENT THROUGH ROOF IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUTSHALL "CODE w w A.D. AREA DRAIN ENCL. EP. ENCLOSURE ELECTRIC 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. (7-1) ALL WORK SHALL BE PERFORMED SO AS TO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: M."' � ADH. ADHESIVE EQ. EQUAL/EQUIVALENT JAN. JANITOR R.D. ROOF DRAIN W. WEST, WIDE, WIDTH CAUSED BY INSUFFICIENT PROTECTION. THE BUILDING CODES, 2016 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. . u N � ADJ. ADJUSTABLE EQPT./EQPM. EQUIPMENT JT. JOINT R.D.L. ROOF DRAIN LEADER W/• WITH THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE THE CIVIL CODE "RIGHT TO REPAIR ACT'). c m U � AL. ALUMINUM E.W. EACH WAY JST. JOIST RECPT. RECEPTACLE WD. WOOD 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. ANY WORK TIME RESTRICTIONS IMPOSED BY HE CITY OF NEWPORT BEACH. - ALT. ALTERNATE RECT. RECTANGULAR W.H. WATER HEATER THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDAT ONS FOR ANY INCORPORATED PRODUCTS. o ANDD. ANODIZED EXST. EXISTING EXHAUST KIT. KITCHEN REF. REFERENCE W.C. WATER CLOSET 67. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO 2. FEES: w U o v A.P. ACCESS PANEL EXH. EXPO. EXPOSED L. LOW/LINEN REFR./ R/F. REFRIGERATOR W.I. WROUGHT IRON PROCEED, SIGNED BY THE ARCHITECT R OWNER'S REPRESENTATIVE IS RETURNED TO THE GENERAL CONTRACTOR. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL OBTAIN AND PAY FOR ALL PERMITS, LICENSES, CONSTRUCTION TAXES AND FEES REQUIRED BY CITY, STATE LAWS THE GENERAL BUILDING PLANCHECK AND a g A APPX. APPROXIMATELY EXT. EXTERIOR L.A. LANDSCAPED AREA REG. REGISTER WP. WATERPROOF FEESCOUNTYFOR SAID CONTRACTOR 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. CONTRACTOR SHALL PROVIDE TEMPORARY TOILET "" i = m APPV'D. APPROVED REINF. REINFORCEMENT W.W.M. WELDED WIRE MESH 68. CONTRACTOR SHALL BE AWARE THAT SPECIFIC FIRE-RATED SEPARATION WITHIN THE BUILDING'S CONSTRCUTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. ARCH. ARCHITECTURAL E.G. EXISTING GRADE LAB. LABORATORY LAMINATE REQ'D. REQUIRED COMBINATION OF MATERIALS WITHIN FIRE RATED ASSEMBLIES, AS CALLED FOR ON THE DRAWINGS AND SPECIFICATIONS, ARE FOR THE PURPOSE OF ACHIEVING THOSE REQUIRED FIRE 3. CONTRACTOR'S SURVEY: ,-3 ASB. ASBESTOS LAM. LAV. LAVATORY RESIL. RESILIENT' SEPARATIONS. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THAT ANY CHANGE IN MATERIAL THAT IS REQUESTED BY OR MADE BY THE CONTRACTOR AND/OR IT'S CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR HAVING COMPLETE KNOWLEDGE OF EXISTING CONDITIONS. CONTRACTOR SHALL VERIFY EXISTING CONDITIONS WITH THOSE SHOWN ON THE DRAWINGS AND SHALL � 7 c ASSY. ASSEMBLY F. FIXED LBS. POUNDS RET. RETAIN(ING), RETURN SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLYAND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL L a 3 AUTO. AUTOMATIC F.A. FIRE ALARM LFA LOAD FROM ABOVE RM. ROOM METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN W RITING OF ANY DISCREPANCIES FOUND W ITHIN THE DRAW INGS AND SPECIFICATIONS. 9 m - B. BD. BATH BOARD FAC. F.C.O. FACTORY FLOOR CLEAN OUT FLOOR DRAIN L.H. LKR. LEFT HAND LOCKER R.O. 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 y o BEL. BELOW F.D. LT. LIGHT RWD. REDWOOD ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPOR THE IMPOSED LOAD. PERFORMANCE OF ALL WORK 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 m� BET. BETWEEN FDN. FOUNDATION LUM. LUMINOUS SOUTH SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR J Q BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER S. 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACTAS FARAS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S WORK. L _ BLDG. BUILDING F.E.C. FIRE EXTINGUISHER CABINET MAINT. MAINTENANCE S.A. SUPPLY AIR MANUFACTURERS.5.CLEAN-UP = m BLK. BLOCK F.G. F.H. FINISH GRADE FLAT HEAD MAS. MASONRY S.C. S.C.D. SOLID CORE SEAT COVER DISPENSER ALL SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF HEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM HE M BLK'G. BLOCKING MAT. MATERIAL 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. 0= BM. BEAM FIN. FINISH MAX. MAXIMUM SCHED. SCHEDULE o B.O. BY OWNER/BY OTHERS FIX./FIXT. F.J. FIXTURE FLOOR JOIST M.B. METAL BOLT S.D. SEC. SUB DRAIN/SOAP DISPENSER SECTION 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: CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. m m � BOT. BOTTOM F.L. FLOW LINE M.C. MEDICINE CABINET SEL. SELECTED MANUFACTURERS. BR. BEDROOM FLASH. FLASHING MECH. MECHANICAL SH. SHELF 7. GUARANTEES: B.W. BACK OF WALK, BOT. OF WALL MEMB. MEMBRANE SHT. 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. SIMP. SIMILAR SIMPSON REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. O IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION WHICH WILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME WHICH MAY EXCEED THE SPECIFIED GUARANTEE AND C.G. CHAN. CORNER GUARD CHANNEL F.O.F. F.O.S. FACE OF FINISH FACE OF STUD/FACE OF STRUCTURE MIN. MIR. MINIMUM MIRROR S.J. SOFFIT JOIST 74. CONTRACTOR IS RESPONSIBLE TO THOROUGHLY VACUUM CLEAN ALL CARPETED ARES CLEAN ALL FLOORING MILLWORK LIGHT FIXTURES GLASS,ETC. AND UNCOVER AND VACUUM OUT WARRANTY PERIODS. CONTRACTOR SHALL BE RESPONSIBLE FORA WEATHER TIGHT BUILDING, FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY CHG. CHANGE F.O.M. FACE OF MASONRY MISC. MISCELLANEOUS S.S. STAINLESS STEELHIM ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANT'S MOVE-IN. 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 RESULTTHEREBY 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 8. WAIVER OF LIENS: CLG. CEILING /CEILING JOIST FTG. FOOTING MTD. MOUNTED STL.O STEEL CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUB-CONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. CLKG. CAULKING FLIT. FURRING MUL. MULLION STRU STORAGE 9. ROLL OF ARCHITECT CONSTRUCTION: CLR. CLEAR FUT. 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 co CONC. CONCRETE NAT. NATURAL SYM. SYMMETRICAL CHARGE OVER THE ACTS OR OMISSIONS, CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR FOR SAFETY PRECAUTIONS AND PROGRAMS, OF THE CONTRACTOR, SUB-CONTRACTORS, OR ANY OF THEIR COND. CONDITION GA. GAUGE N.I.C. NOT IN CONTRACT AGENTS OR EMPLOYEES, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. CO (O T. TREAD ANY VERBAL INSTRUCTION OR AUTHORIZATION THAT IS CONFIRMED BY LETTER, MEETING NOTE, MEMORANDA, OR THE LIKE, (WITH A COPY SENT TO THE OWNER, OR THE OWNER'S REPRESENTATIVE) & THERE IS NO EXCEPTION TAKEN CONST. CONSTRUCTION GALV. GALVANIZED N.G. NATURAL GRADE T.C. TOP OF CURB WITHIN(10)CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. N CONT. CONTRACTOR/ CONTINUOUS G.B. GRAB BAR/GRADE BEAM NO. NUMBER T.CL. TIME CLOCK rn CORR. CORRIDOR. CORROSIVE G.C. GENERAL CONTRACTOR NOM. NOMINAL TEL. TELEPHONE 10. A.I.A. GENERAL CONDITIONS: Q CTR. COUNTERSUNK GEN. GENERAL N.T.S. NOT TO SCALE THE CURRENT GENERAL CONDITIONS HE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART HESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN U CTR. CENTER G.F.I. GROUND FAULT INTERRUPT TEMP. TEMPERED AGREEMENT. IN N THIS SHEET ARE INTENDED TO THE OWNER/CONTRACTOR T. THE ARCHIDENCE RTHESE. THE GENERAL CONDITIONS MAYBNDITIO 0 C) G.I. GALVANIZED IRON O/. OVER TER. TERRAZZO MPLIM GENERAL ONDITI SSHALLM V SHOULD A CON LI IN WOR ING OCLNOTES"ON 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 � D _ DBL. DOUBLE O.A. OVERALL T.&G. TONGUE AND GROOVE O U DECO. DECORATIVE GL. G.L.B. GLASS GLU-LAM BEAM OBS. OBSCURE THK. THICK 11. EXTRAS: OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING, ADDING TO OR DEDUCTING FROM THE WORK, HE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF HE OWNER, ARCHITECT AND CONTRACTOR. O F- w 0 Q DEPT. DEPARTMENT GND. GROUND O.C. ON CENTER T.P. TOP OF PAVING BEFORE ANY CHANGES ARE BEGUN, THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OWNER IN WRITING FOR APPROVAL. Q DET. DETAIL GRADE O.D. OUTSIDE DIAMETER (DIMENSION) T.PL. TOP OF PLATE K - O m D.F. DRINKING FOUNTAIN/DOUGLASS FIR GR GYP. GYPSUM O.F.D. OFF. OVERFLOW DRAIN OFFICE T.O.S. TOP OF STRUCTURE/SLAB 2. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF 0 Z)0I- .--� DIA. DIAMETER G.P.ADE PLANE TRANS. TRANSFORMER MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE WHICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM -1 LL DIAG. DIAGONALOPNG. . OPENING T.S. TOP OF STEP 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 - mad 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 D_' DN. DOWN H. HIGH TYP. TYPICAL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. LU = 5 > H.B. HOSE BIB w H.C. HOLLOW CORE 3. INSURANCE: O Oo 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 0 Z UNDER THE POLICY WITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OWNER WITH A CERTIFICATE OF INSURANCE WITH A 30 DAY NOTICE OF CANCELLATION. OWNER SHALL OBTAIN A BUILDER'S RISK POLICY WITH ARCHITECT NAMED AS AN ADDITIONAL INSURED WITH WAIVER OF SUBROGATION. ABBREVIATIONS Z 14. SCOPE OF DRAWINGS AND SPECIFICATIONS: THESE DRAWINGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE AND IN SIMILAR MANNER AND SPIRIT OF THE DETAILS WHICH ARE SHOWN ON THE DRAWINGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS WHICH, IN HIS OPINION, ARE UNSOUND, UNSAFE, OR NOT WATERPROOF, IT IS HIS DUTY TO NOTIFY ARCHITECT IN WRITING OF THIS FACT. IF WORK IS PERFORMED AS DETAILED, IT WILL BE ASSUMED THAT THERE ARE NO 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 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 uj CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED, AND ALL CONTRACTORS ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMMISIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING 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). co 15. DIMENSIONS ON DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECKACCURACY OF ALL DIMENSIONS IN THE CO FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAWINGS SHALL BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECT ARE TO BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAWINGS AND N 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 UJ 0 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.Q - ` Ov 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 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII u J 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 O FOR DISCUSSION AND OR CLARIFICATION. ANY ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER & ARCHITECT PRIOR TO EXECUTING. CONTRACTOR SHALL SUBMIT FABRICATION SHOP DRAWINGS TO THE ARCHITECT FOR APPROVAL PRIOR TO ORDERING AND/OR FABRICATION. CONTRACTOR SHALL SUBMIT MANUFACTURER'S CUTS FOR ALL FIXTURES AND EQUIPMENT Q CALLED FOR ON THE CONSTRUCTION DOCUMENTS TO ARCHITECT INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, HARDWARE, PLUMBING FIXTURES, KITCHEN EQUIPMENT, ETC. BY SUBMITTING SHOP DRAWINGS AND PRODUCT DATA, J 1 1 LMJJ THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFCATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS < W lym 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. > 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. (1 Irl- O^ O 17. ERRORS AND OMISSIONS: c LL ERRORS OR OMISSIONS WHICH APPEAR ON THE DRAWINGS, IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR AND TO THE CONTRACTOR BY THE 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 Q S ` ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOTTHE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII W 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 THE WORKERS AND THE PUBLIC. THESE BARRICADES SHALL BE CONSTRUCTED AND BE LOCATED AS SHALL BE DETERMINED BY LOCAL AUTHORITIES AND CODES. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION PROJECTITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS AT TO THE STRUCTURAL FRAME, SUB-CONTRACTORS SHALL PROVIDE,E, 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. 20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. 21, NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ ENGINEER WHOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. DOCUMENT VALID UPON 23. REFERENCES TO ANY DETAIL OR DRAWINGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAWINGS. 24. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS 25. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE- G.C. TO VERIFY PRIOR TO PURCHASE AND INSTAL. OF ANY FIXTURES. 26. EXTERIOR DECKS, BALCONIES, AND STAIRWAYS SEALED UNDERNEATH SHALL BE WATERPROOFED- ARCH. TO 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 TYP. 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 Cnm a H c O m 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 0 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-m 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 ._ m N C Hn m 0) O E N t c U O a o E c w 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 H � 2 0 o w d v `O 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3 W � Km o, m ti d A. SWINGING AND SLIDING DOORS F- `o Q - 0 m a H a TUBS, SHOWRS, SUANAS, OR STEAM THEOEROFUDOORS RFACE LAND B. WHELOCATED WITHIN 60- INCHC. RFAACCE.S U MO a 0 RC OF EI HEREVERT CAL EDGOF WITHIN 60-EN ES OF WALKING THAN A 24-INCH WITHIN H 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 0 � 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 m m 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 umi 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 2 �¢ C O y C co o 4 E 3 _ 4: s a 'o C) N 0 m m »a � 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 t BACKING FOR TILE. CBC 1210.3 LAS otm. y E 38. MIN. 518" TVPE'X' MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS Q ¢-0 p m C'C U C m r p m N m m 2 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADED PAPER OVERALL WOOD BASE SHEATHING. CBC 2510.6 J tm. N m ',am_ 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 � m 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_:F 0 H� -m m 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 ' m c m `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 CONTRACTOR, CONTRACTORS, SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH WORK. IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING, NOTIFY ARCHITECT WITHIN 24 HOURS WITH SKETCH, DRAWING, PDF, PHOTOCOPIES WITH LEGIBLE HAND WRITTEN NOTES AND/OR WRITING (FAX, EMAIL OR CORRESPONDENCE). IF CONFLICT WITH EXISTING CONDITIONS, PROVIDE DOCUMENTATION (PHOTOS, SKETCHES, DWGS) OF EXISTING CONDITIONS AND SUGGEST PROPOSAL(S) FOR SOLUTION (SKETCH, DRAWING, AND/OR JOB NO, WRITING). IN CASE OF ANY DISCREPANCIES, THE ARCHITECT IS THE SOLE INTERPRETER OF THE CONTRACT DOCUMENTS. 17-501 55. ISSUANCE OF A BUILDING PERMIT DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. DATE 56. LAND. WALLS LOCATED IN FRONT AND BACK OF PROPERTY SHALL NOT EXCEED 42" HT. REFER. LAND. DWGS FOR LOUT. 11/10/2017 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. CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT OF ANY UNEXPECTED OR UNKNOWN FIELD CONDITIONS, ERRORS, OMISSIONS, OR DISCREPANCIES IN THE DRAWINGS, PROJECT MANUAL, OR CONTRACT DOCUMENTS PRIORTiiiiiiiiii 1 TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. ■ GENERAL NOTES 1 t2 CITY OF NEWPORT BEACH a` c fL COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 92658-8915 www.newportbeachca.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 TV CAPABLE:' d. The raceway termination location shall be permanently and visibly marked as "EV CAPABLE." Co,rLIsnRE51DENTIALCALGreenmaodaloryWaWres 06119QO17 1 CAL GREEN - RESIDENTIAL MANDATORY MEASURES RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code CBC • 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures meeting the requirements of 2016 California Green Building Standards Code Section 4.303. q 9 Plumbingfixture replacement is required prior to issuance of a certificate of occupancy or P 9 P P Y 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 an work in the cit right-of-way an encroachment permit must be P 9 Y Y 9 Y 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 ConLill\RESIDENTIALConslruclionMinimumReq 05/19/2017 1 10. Pedestrian protection adjacent to public way to be as follows: P 1 P Y CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS j `C\\�.Glk kT, CITY OF NEWPORT BEACH DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED r 9. _U n MM NITY DEVELOPMENT CO DEPARTMEAT U kS= 5 feet or are BUILDING DIVISION c rr'EMO"�5 100 Civic Center Drive I P.O. Box 1768 I Newport Beach, CA 92658-8915 Bander and covered walkway www.newportbeachca.Qov I (949) 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC); 2016 California Building Code CBC • 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential building undergoing permitted alterations, additions or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures meeting the requirements of 2016 California Green Building Standards Code Section 4.303. q 9 Plumbingfixture replacement is required prior to issuance of a certificate of occupancy or P 9 P P Y 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 an work in the cit right-of-way an encroachment permit must be P 9 Y Y 9 Y 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 ConLill\RESIDENTIALConslruclionMinimumReq 05/19/2017 1 10. Pedestrian protection adjacent to public way to be as follows: P 1 P Y 11. All exterior lath and plaster shall have two layers of Grade D paper over wood base sheathing. (CRC R703.7.3, CBC 2510.6) 12. Wall coveringof showers or tubs with showers shall be of cement laster, the or roved P � PP equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be 9 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safetyglazing shall be provided at the following hazardous locations: CRC R308.4 CBC 9 9 P 9 ( , 2406.4) a. Swinging, bi-fold and sliding doors. 9 9. 9 b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the lane of the door in a 9 9 P P P closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. I. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. 2016CorrlistkRE51DEMIALConstructionminimumReq 05/19/2017 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE CBC TABLE 3306.1 PROTECTION OF PEDESTRIANS MAXIMUM FLOW RATE HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Multiple Showerheads Less than 5 feet Construction railings B feet or less 5 feet or are None 0.5 gipm Less than 5 feet Bander and covered walkway 1.8 gipm 5 feet or more. but not more than one-faurth the height of Construction Barrier and covered walkway More than 8 feet 5 feet or more, but between one-fourth and one -halt the height of Construction Barrier 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 coveringof showers or tubs with showers shall be of cement laster, the or roved P � PP equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be 9 9 9 cement board or cement plaster. (CRC R307.2, CBC 1210.2.3) 13. Safetyglazing shall be provided at the following hazardous locations: CRC R308.4 CBC 9 9 P 9 ( , 2406.4) a. Swinging, bi-fold and sliding doors. 9 9. 9 b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the lane of the door in a 9 9 P P P closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. I. Glazing adjacent to the landing at the bottom of a stairway where the glazing is less than 36 inches above the landing and within 60 inches horizontally of the bottom tread. g. Glazing in guards and railings. 14. All doors from the house into the pool area shall be equipped with an approved alarm or an approved alternate drowning prevention safety feature. (CBC 3109.4.4.2) 15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2, 907.2.11.3 & 907.2.11.4): a. In each sleeping room. b. Outside each separate sleeping area in the immediate vicinity of the bedrooms. C. On each additional story, including basements and habitable attics. 2016CorrlistkRE51DEMIALConstructionminimumReq 05/19/2017 2 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Material Conservation and Resources Efficiency 4. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or other similar method. (4.406.1) 5. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (4.408.1, 4.408.3) Water Efficiency and Conservation 6. New residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with City's water efficient landscape ordinance. (4.304.1, NBMC 14.17) 7. Plumbing fixtures and fittings shall comply with the following (4.303.1): FIXTURE TYPE Required q 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). P 9 Y 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 R315. 17. All fenestrations on windows and doors shall have U -factors (0.32 max) and Solar Heat Gain Coefficient (SHGC=0.25 max) values in accordance with T-24 energy calculations. All fenestrations must have temporary and permanent labels. 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 CorrUst\RESIDEMIALConstmctionMinimumReq 05/19/2017 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter Required q Required Setback q Time in Use Setback from from Adjacent Hours Proner-tv Line Structures 0 - 1 day 10 feet 5 feet > 1 day 20 feet I feet C. If the minimum distance cannot be achieved, then the generator shall be located the most extreme distance practical to inhibit noise. Other methods to inhibit noise may be utilized when practical. d. May be operational for a maximum of five consecutive calendar days. After five consecutive calendar days of use, power shall be provided through the use of a temporary power pole. e. Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM Monday through Friday. No use on the weekends or federal holidays. 2016 CorrUst\RESIDEMIALConstmctionMinimumReq 05/19/2017 3 12. Adhesives, sealants and caulks shall be compliant with volatile organic compound (VOC) limits set forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter 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 m Structural wood member adhesive 140 Top and trim adhesive 1 250 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 Comist\RE610ENTWL CALGreenMandaloryMeasurea 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 and manufacturer's installation instructions. (CRC R1004.1) b. Factory built wood burning fireplaces shall be qualified at the U.S. EPA's Voluntary Fireplace Program Phase 2 emissions level and be in accordance with the California Green Building Standards Code, Chapter 4, and Division 4.5. C. Decorative shrouds shall not be installed at the termination of factory -built chimneys except where such shrouds are listed and labeled for use with the specific factory -built chimney system and are installed in accordance with P Y Y Y manufacturer's installation instructions. CRC R1005.2 & CMC 802.5.2.4 20. Solid fuel burning fireplaces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burningfireplace must comply with the California Ener Standards P PY 9Y 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 9 P Y passes through the roof. (CRC R1003.9) d. Liquid fueled fireplaces are not allowed for interior use. q P 21. Direct vent gas appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containingbathtubs showers spas and similar fixtures shall be provided with an P exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) 2016 CorrUst\RESIDENTIALConstmctionminimumReq 05/19/2017 4 0(196017 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 350 Zinc -rich primers 340 1. Grams of VOC per liter of coating, including water and including exempt compounds. 2. The specified limits remain in effect unless revised limits are listed in subsequent columns in the table. 3. Values in this table are derived from those specified by the California Air Resources Board, Architectural Coatings Suggested Control Measure. February 1, 2008. More information is available from the Air Resources Board. CoffUstWESIDENTIALCALGteenMaMawa Measures 9(196017 4 PLUMBING: 30. 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 requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.89P m @ 60 psi iv. Water Closet: 1.28 allons per flush 9 31. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its center to any side wall or obstruction. (CPC 402.5) 32. The water heater burner to be at least 18 inches above the garage floor, if located in a ora 507.13 garage. CPC 9 ( ) 33. Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of water heaters located in garage. (CPC 507.13.1) 34. Water heaters to be strapped at top and bottom with 1 %,' x 16 gauge strap with 3/8" diameter. X 3" la bolt each end. CPC 507.2 9 ( ) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 37. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal drainage system line is 3. (CPC Table 703.2) 41. The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC Table 703.2) 42. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code 150.0(n)) 43. Provide a condensate drain no more than 2 inches above the base of the water heater space. (Cal Energy Code 150.0 (n)) 44. Provide a straight vent pipe from the water heater space to the outside termination from the water heater space. (Cal Energy Code 150.0 (n)) 45. Insulate all hot water pipes. (Cal Energy Code 150.0 0) (2), and CPC 609.11). 46. Isolation valves are required for tankless water heaters on the hot and cold supply lines with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (7)) 2016 CanList\RESIDEMIALConslrvctionMinimumReq 05/19/2017 5 ELECTRICAL: 47. Electrical service to be underground for new construction replacement building, or 9 P 9, addition to an existingbuilding exceeds fifty 50 percent of the gross floor area of the 9 Y( )P existing building. (NBMC 15.32.015) 48. Edison Company approval is required for meter location prior to installation. 49. Field inspectors to review and approve underground service requirement prior to concrete placement. 50. Service equipment and sub anels to have a min 30" wide b 36" dee clear work P Y P space.(CEC 110.26) 51. All lighting is required to be high efficacy. California energy code section 150. k and 9 9 Q 9 Y( 9Y O Table 150.0-A. 52. Provide a listed 1 inch raceway to accommodate a dedicated 208/240 -volt circuit for future electrical vehicle (EV) charger. (Cal Green 4.106.4) 53. All receptacle outlets are required to be listed tamper resistant (CEC 406.12 and 250.52) 54. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20 am branch circuits. Except for bathrooms garages, and outdoors. CEC 210.12 P P .9 9 ( ) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11 (C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory s buildin bathrooms crawls aces kitchens laundry kitchen dishwasher branch 9. spaces, Y areas circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) 57. Receptacle outlets are not allowed within or over a bathtub or shower stall. (CEC 406.9 (C)) 58. Subpanels are not allowed to be located in bathrooms or clothes closets. (CEC 240.24 (D) and (E). 59. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non - cable circuits in panel (CEC 210.4(D)) 60. The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (8)(1) 61. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)) 62. Kitchen counter tops must have receptacle outlets so no point along the counter walls is more than 24 inches from a receptacle. (CEC 210.52 (C)) 63. Island and peninsular counter tops must have at least one receptacle. (CEC 210.52(C)( 1),(2),and (3)) 64. The spacing for general receptacle outlets must be located so that no point on any wall, fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)) 65. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H)) 66. Garages shall have at least one receptacle for each car space on the interior. The branch circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52 (G)(1). 2016 CorrUst\RESIDENTIALConstructionMinimumReq 05/19/2017 6 14. Particleboard, medium density fiberboard (MDF) and hardwood plywood used in interior or exterior of the building shall comply with low formaldehyde emission standards as set forth in Table 4.504.5 below (4.504.5): 1. Values in this table are derived from those specified by the California Air Resources Board, All 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 mark 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 051196017 5 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C (2)). 68. Provide 120V receptacle within 3 feet of water heater. Cal Ener Code 150.0 n 1 A. P ( 9Y () ) FOUNDATION: 69. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 71. 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 CouList\RESIDENTIALConslructionminimumReq 05/19/2017 7 2 3 1JECT NAME GUIDA RESIDENCE TUS AIC r /1 'n E V J Lip o N U rn U �� ad U W FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million PRODUCT 2 LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 3 3 -0 3 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, All 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 mark 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 051196017 5 67. Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC 210.11 C (2)). 68. Provide 120V receptacle within 3 feet of water heater. Cal Ener Code 150.0 n 1 A. P ( 9Y () ) FOUNDATION: 69. Wee screed for stucco at the foundation late line shall be a minimum of 4 inches above P P the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2) 70. Fasteners and connectors nails anchor bolts etc. in contact withpreservative-treated wood shall be of hot -dipped zinc -coated galvanized steel, stainless steel, silicon bronze or copper. (CRC R317.3, CBC 2304.10.5.1) 71. 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 CouList\RESIDENTIALConslructionminimumReq 05/19/2017 7 2 3 1JECT NAME GUIDA RESIDENCE TUS AIC r /1 'n E V J Lip o N U rn U �� ad U W N O � L 2 N U o U 115 c U - �o o a F1 - c m as � a zc 3 3 -0 3 O35 m - Q M o 35 c v z 0 o ¢� Z � v o cr- < Q Q U L] Q p 0 2 U U) � J O M O z 06QO M LU CD 111 O toZrn W Z LU LU OU co 2 O 0U Q J W CID Q r O CD Lid UJ z DOCUMENT VALID UPON ORIGINAL SIGNATURE 06 W C6� W m C c C,f0 N I- O O. O .O p U U) I- do p U N m m U 0 '-U t90.m ni> W W =< a U = O ¢ T L_ m U- Cl F1 - U -a Z m p c N ��oap9�� ¢ C L O N Z ¢ m m m Z 0 V fy T p N O N F a- L pri m m 5 Quo12oT.~.�E>: J m�2E°ossa Q Mr apea O) _N 0 c m 9) T p C N C A `^ r p t I O N N VJ Z L o. cN E -o= a� o O m m E W Z a�o-°wma m m Z p c a 5 L w m ° N C N_ C 9J i O- Z N L C wrcm ¢N -JL O�00E 0 m 0 3 Q ^ U rn- rn00 ,06 E_ -sol --"F L.L ^ c ` 3 c'3 m c] m p O W O W 91 L.L O P 0 vJ Q d c r¢ a m L I- C1 Cl'O Q ¢ � REVISIONS NO. I REVISION I DATE JOB NO. 17-501 DATE 11/10/2017 SHEET NO. ?9 LEGEND BRICK SURFACE CONCRETE SURFACE 0 0 ROCK TILE SURFACE DOCK TITLE REPORT/EASEMENT NOTES EASEMENT(S) AND LEGAL DESCRIPTION SHOWN HEREON ARE PER A TITLE REPORT PREPARED BY TICOR TITLE COMPANY, ORDER NO. 00465037 -997 -BOC, DATED MARCH 17, 2017. LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 456 AND 457 OF TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28, PAGES 25 TO 36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 423-205-03 (4.48) NG (6.72) ANG aM7 (4 NG DOCK 4.46 NG SAND (4.4NG (4.46) NSG BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO SOUD HAVING A BEARING OF N72°31'00"W PER TRACT NO. 907, M.M. 28/25-36. BENCHMARK INFORMATION BENCHMARK NO: NB3-12-70 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "14133-1270", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF VIA LIDO SOLID AND PIAZZA GENOA, 19.3 FT. NORTHEAST OF THE CENTERLINE OF VIA LIDO SOLID AND 4 FT. EASTERLY OF THE SOUTHEAST BEGINNING OF CURB RETURN. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 11.852 FEET (NAVD88), YEAR LEVELED 2015 SURVEYOR'S NOTES SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. GRAPHIC SCALE 4 ( IN FEET ) 1 INCH = 8 FT. NO SCALE w 0 z 0 (13.56) r AC Ln (13.37)TC w (12.85)FL (12.98) o EG z VIA E 10.76 : l„ <(9.22) (10.21) (E13.50 NG ) >'���A8LMp� NG�r(NGKORONNG45) (1245) <NG (8.40) 05< < NG F �1 i- - - - - - (13.45) NG FS < < < < < < < < FS 1 < < < I < (11.05) < 11.7T- e(12.34;) < < < < < p AC PAVEMENT 1 (9.39) (10.01) < < < NG < < NG < NG < < (13F00) < < < < ° I NG NG \ \ NG 13.71 016.56 )TW ti�4' r PROPERTY NG N 6 TALL T LINE (13.39)TC M (14.72)TW (14.77)TW (k1'1.19)N (19.32)TW (19.37)TW (12.91 )FL 1 0] (16.50)TW WALL 18;.30)TW (12.17)TW I 9.17 NG 10.05 NG >' 10.60)NG�29'00"E 1050 12.01)NG (13.06)NG (7.68)NG �,i (13.23)NG (13.00) z It 0 10.19 10.42 10.61 12.93 EG ). 13.12 (19.12)TW� OL\ NG uFS FS � FS FS FS (13.28)FS I` " �JXQ FS (26.83) 6' TALL (13.33)TC I AC3.50 [,� ULL [7 (9.05)TW < F \ CHIMNEY TOP \ WALL X12 95>FL ® I O (6.95)NG 37.35 EG �1 6.86 ° RIDGE D CURB & p 0 Z < < NG < < 10.26)> 0 13'23 0 >1 GUTTER Q FS W N FS o 13.37 u G�QO u C�]Oo g0�FS z'l X CO < < J10 36) V 011 (L (6.58)NG °D�J��®L o 0 is(9.02)Two< < FSSo UoU❑� z W < < EXISTING '� N 1� Z z (9.54)o BUILDING ) Z > 0 NG' 1�I I 10.73 GM I a PROPERTY < < \ (10.78) FF LINE < < FF - (13.30) OL (10.79) < < o FF 10,41 10.49 (10.50) �I 24" 13.36 FS FS oFS 13.42 TREE 1 w V < < x(10.31),�,�. FF V AC rnZ 10.18 10.42 F D 10.49 \ 4' (12.88) 0 FS FS „ \� / FS \\\\\\ \\\\\\\\\\\ EG SCO m Q a N 13.43 13.22 (13.29)TC �� pWp C 10.42 FS FS 1 (12.76)FL o LL I� �� G -A 9 49 P _ - ��� �9�:4a7 J -- �- ------------��-6- - op (9.01)TW _x,(9.48) ��s�- - - - FS 1 (6.40)NG r ���Q� ����� J � - �� lI i °� cV I Ci g A\\\\\\\\\\\\\\\\\\\\\\�1�2 EASEMENT TO THE CITY o �,0-5- TgLL n i9�48 ��� � 00 OF NEWPORT BEACH FOR Q 000 w z Y FS \ \ PUBLIC UTILITY PURPOSES 2 m ¢ (V C-5 0 0�A'LL \ UFS 0 II i �I I(� ��\�O I ��� �I A n n �l o PER TRACT NO. 907, M.M. o d Ln N TAI1 (9.68) 9.63 Z ' `WALL " FS FS 10.45 EXISTING (13.06) �I 2825-36 , INCLUSIVE. � 1 FF BUILDING FFG 1 (13.32) ( 9.03) TW QO �OOLJ0��0 3 (12.78) AC PAVEMENT AC 0 0 (6.45)NG\ POOL COVER ��� �I > EG 2.5' TALL 0 �0 w0 0 12.66 WALL '00 LOT 456 �1 I FL (9.05)TW_ �I PROPERTY I (6.85)NG 0� 0 '� ��.63) 6FS y�6 (39.65) �. LINE v 9.�� CHIMNEY TOP \i �(10'(95)WJ < �'9�2f°� �I D 13.17 TC U)- 15 ���n�oO�na��i\��\���il�� )((9', 49J CsJ \ � .,.d;�' ANG �L��"�- (10.16) (12.90 ) (9.0 )T 'v pyo >� NG FS 12.81 1 W Emnacring ---------- > 0 7.08 NG 11.34 \\\\\\N17°29'00"E 105.00' PROPERTY (13.33) N17°29'00"E 22.50' Q co �( ) \L(34�03)' \\\\\\\\\\\� V (13.35) 9.5'TALL FS GM (6.95) FS NG WALL LINE (12 77) (13.34) D O V � NG\\\\\\\\\\\\\\\\\\\\\\\\\\� _ �A\\\\�1y EG AC RIDGE 34'77 13.15 TIC C) (12.62)FL 1 U O U N EXISTING RIDGE BUILDING 2 0 Q c'70- '7 LLOff 469 22.5' Q Q w N nn m � 0 >0~C0 - O c:) LOO Lu z NIC - L3LUCK WALL - WOOD FENCE (WDF) AC - ASPHALT PAVEMENT O� - CENTERLINE EG - EDGE OF GUTTER FF - FINISH FLOOR FFG - FINISH FLOOR GARAGE FL - FLOWLINE FS - FINISHED SURFACE GM - GAS METER NG - NATURAL GROUND PC - PALM TREE CLUSTER SCO - SEWER CLEANOUT TC - TOP OF CURB TW - TOP OF WALL WM - WATER METER () - EXISTING ELEVATION 0 - SEARCHED, FOUND NOTHING, SET NOTHING TBM - TEMPORARY BENCHMARK SET ON A WATER METER (WM) REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE ELEVATION = 13.30 FEET BRICK SURFACE CONCRETE SURFACE 0 0 ROCK TILE SURFACE DOCK TITLE REPORT/EASEMENT NOTES EASEMENT(S) AND LEGAL DESCRIPTION SHOWN HEREON ARE PER A TITLE REPORT PREPARED BY TICOR TITLE COMPANY, ORDER NO. 00465037 -997 -BOC, DATED MARCH 17, 2017. LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS: LOTS 456 AND 457 OF TRACT NO. 907, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 28, PAGES 25 TO 36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. APN: 423-205-03 (4.48) NG (6.72) ANG aM7 (4 NG DOCK 4.46 NG SAND (4.4NG (4.46) NSG BASIS OF BEARINGS THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF VIA LIDO SOUD HAVING A BEARING OF N72°31'00"W PER TRACT NO. 907, M.M. 28/25-36. BENCHMARK INFORMATION BENCHMARK NO: NB3-12-70 DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "14133-1270", SET IN THE NORTHWEST CORNER OF A 4 FT. BY 4.5 FT. CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST CORNER OF THE INTERSECTION OF VIA LIDO SOLID AND PIAZZA GENOA, 19.3 FT. NORTHEAST OF THE CENTERLINE OF VIA LIDO SOLID AND 4 FT. EASTERLY OF THE SOUTHEAST BEGINNING OF CURB RETURN. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 11.852 FEET (NAVD88), YEAR LEVELED 2015 SURVEYOR'S NOTES SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. GRAPHIC SCALE 4 ( IN FEET ) 1 INCH = 8 FT. NO SCALE w 0 z 0 (13.56) r AC Ln (13.37)TC w (12.85)FL (12.98) o EG z VIA E 10.76 : l„ <(9.22) (10.21) (E13.50 NG ) >'���A8LMp� NG�r(NGKORONNG45) (1245) <NG (8.40) 05< < NG F �1 i- - - - - - (13.45) NG FS < < < < < < < < FS 1 < < < I < (11.05) < 11.7T- e(12.34;) < < < < < p AC PAVEMENT 1 (9.39) (10.01) < < < NG < < NG < NG < < (13F00) < < < < ° I NG NG \ \ NG 13.71 016.56 )TW ti�4' r PROPERTY NG N 6 TALL T LINE (13.39)TC M (14.72)TW (14.77)TW (k1'1.19)N (19.32)TW (19.37)TW (12.91 )FL 1 0] (16.50)TW WALL 18;.30)TW (12.17)TW I 9.17 NG 10.05 NG >' 10.60)NG�29'00"E 1050 12.01)NG (13.06)NG (7.68)NG �,i (13.23)NG (13.00) z It 0 10.19 10.42 10.61 12.93 EG ). 13.12 (19.12)TW� OL\ NG uFS FS � FS FS FS (13.28)FS I` " �JXQ FS (26.83) 6' TALL (13.33)TC I AC3.50 [,� ULL [7 (9.05)TW < F \ CHIMNEY TOP \ WALL X12 95>FL ® I O (6.95)NG 37.35 EG �1 6.86 ° RIDGE D CURB & p 0 Z < < NG < < 10.26)> 0 13'23 0 >1 GUTTER Q FS W N FS o 13.37 u G�QO u C�]Oo g0�FS z'l X CO < < J10 36) V 011 (L (6.58)NG °D�J��®L o 0 is(9.02)Two< < FSSo UoU❑� z W < < EXISTING '� N 1� Z z (9.54)o BUILDING ) Z > 0 NG' 1�I I 10.73 GM I a PROPERTY < < \ (10.78) FF LINE < < FF - (13.30) OL (10.79) < < o FF 10,41 10.49 (10.50) �I 24" 13.36 FS FS oFS 13.42 TREE 1 w V < < x(10.31),�,�. FF V AC rnZ 10.18 10.42 F D 10.49 \ 4' (12.88) 0 FS FS „ \� / FS \\\\\\ \\\\\\\\\\\ EG SCO m Q a N 13.43 13.22 (13.29)TC �� pWp C 10.42 FS FS 1 (12.76)FL o LL I� �� G -A 9 49 P _ - ��� �9�:4a7 J -- �- ------------��-6- - op (9.01)TW _x,(9.48) ��s�- - - - FS 1 (6.40)NG r ���Q� ����� J � - �� lI i °� cV I Ci g A\\\\\\\\\\\\\\\\\\\\\\�1�2 EASEMENT TO THE CITY o �,0-5- TgLL n i9�48 ��� � 00 OF NEWPORT BEACH FOR Q 000 w z Y FS \ \ PUBLIC UTILITY PURPOSES 2 m ¢ (V C-5 0 0�A'LL \ UFS 0 II i �I I(� ��\�O I ��� �I A n n �l o PER TRACT NO. 907, M.M. o d Ln N TAI1 (9.68) 9.63 Z ' `WALL " FS FS 10.45 EXISTING (13.06) �I 2825-36 , INCLUSIVE. � 1 FF BUILDING FFG 1 (13.32) ( 9.03) TW QO �OOLJ0��0 3 (12.78) AC PAVEMENT AC 0 0 (6.45)NG\ POOL COVER ��� �I > EG 2.5' TALL 0 �0 w0 0 12.66 WALL '00 LOT 456 �1 I FL (9.05)TW_ �I PROPERTY I (6.85)NG 0� 0 '� ��.63) 6FS y�6 (39.65) �. LINE v 9.�� CHIMNEY TOP \i �(10'(95)WJ < �'9�2f°� �I D 13.17 TC U)- 15 ���n�oO�na��i\��\���il�� )((9', 49J CsJ \ � .,.d;�' ANG �L��"�- (10.16) (12.90 ) (9.0 )T 'v pyo >� NG FS 12.81 1 W Emnacring ---------- > 0 7.08 NG 11.34 \\\\\\N17°29'00"E 105.00' PROPERTY (13.33) N17°29'00"E 22.50' Q co �( ) \L(34�03)' \\\\\\\\\\\� V (13.35) 9.5'TALL FS GM (6.95) FS NG WALL LINE (12 77) (13.34) D O V � NG\\\\\\\\\\\\\\\\\\\\\\\\\\� _ �A\\\\�1y EG AC RIDGE 34'77 13.15 TIC C) (12.62)FL 1 U O U N EXISTING RIDGE BUILDING 2 0 Q c'70- '7 LLOff 469 22.5' Q Q w N nn m � 0 >0~C0 - O c:) LOO Lu z NIC S VID, O� PAUL D. CRAFT, P.L.S. 8516 DATE S, m LICENSE RENEWAL DATE 12/31/18 ° N 18516 < -moi A 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 LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE TF PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING OF CAO FO� DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, rEETjqO. EITHER EXPRESSED OR IMPLIED. 1 of 20 DECK DOCK (7 N�❑ 8 E _ 6' TAL WALL 10 TRASH LOCATION - SCREEN FROM STREET AS NEEDED /ISPA (E.) GAS METER LOCATION BAJA (E.) SEWER C.O. LOCATION 00"E 105. r, INN �� ? p -POINT HIMNEL I •• ING �TRA,T QeATV17 1 ��I I him 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- 21 - - - - - - - - I (:7) ENCROACHMENT PERMIT VIA KORON AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NON - WITH CITY COUNCIL POLICY SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18 I or I I I � I a 21 21 21 21 21 21 16.40' T.F. 13.61' T.W. 2 14.97' T.W. 18.43' T.F. 14.97' T.W. 18.43' T.F. 12.10'T.W. 15.40'T.G. 13.61'T.W. 16.40'T.F. N17°29�O���E 105.00 _ _ I\ u - LL SIDE GATE 'TRASH AREA u; ' PLANTED % o' Q % o rn PLANTED o' O o - UP I I I o, p �;' GATE 1 PLANTED 14 15 16 o r a < 16 b 0. - -- 8 -24-' N-� ---� LL -- BB =� -❑ o- 10 LL v 15 16 0 ______ ______ 4 POOL EQUIP. - -o q,_2" ILL 1 11 1 \ -- ' 24'-51/2" j I T I 22,.g„ -4'-0ZI " F.O.F. 1 - CLR. F.O.F. 1 -8 I I ❑B T Y it ❑ PAN R 0-23 24 c� Ile 2 -CAR GAjtAGE 13.04' " SLOPE PER CIVIL - 9.54 N.G. FIRE PIT BY [51 1 GREAT ROOM I � h I KITCHEN PANTRY r_r� ��-` � ' 3 SEP. PERMI� LOUNGE 13'-0518" 11 10.40'T.O.S. �4Q \ ------ - 1 11I � 14 DN. I `� i 16 O 14 I I ❑ � o I 1 I o 1 I I II 11 II 1 1'- 9 112" N. i - DINING F.O.F. D / \ I / FOYER 1s - U 1 II 6 1 17 O \ / \ \ 1010.40'T.O.S. a 13.90'T.O.S. \\F.Y.S.B. 4- / �� 4I 1 1 1 I -- -- 14 24,_8„ - - 1 14 14NV C> C1 O O M N III Z y 13.04' I 9.54 N.G. 2 24'-51/2" 8 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 9 F.O.F. 10 TRASH LOCATION - SCREEN FROM STREET AS NEEDED /ISPA (E.) GAS METER LOCATION BAJA (E.) SEWER C.O. LOCATION 13 (E.) WATER METER LOCATION TO BE REMOVED (REF. SURVEY & CIVIL DWGS) 14 (E.) ONSITE TREE TO BE REMOVED 15 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 6' HT. ABOVE NATURAL GRADE) 16 II I � I I POOL I I (E.) EASEMENT TO THE C.N.B. FOR PUBLIC UTILITY PURPOSES \1 EXTERIOR SHOWER TO BE COLD WATER ONLY -CONNECT TO AREA DRAINAGE ONLY 19 (N.) CARRIAGE WALK, PERMEABLE SURFACE, COORD. W/. LAND. DESIGNER 20 MAIN SERVICE PANEL, 600 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 21 (E.) STREET TREE TO REMAIN - PROTECT IN PLACE 22 (E.) PROPERTY LINE WALL TO REMAIN O _ L - - WINE - - - - LL I - L---------- ---� P \ \ - / - - F.O.FI TRELLIS ABOVE 2" II I II II I I � I- _ _ I 4'"0" F.O.F. =,1 ------------ � � I PWDR. ❑� .. I' -�. 4 ; I 8� 1 - II II I GAME ROOM •' I I ❑ 10.40' T.O.S. - I T COVERED CABANA �❑ POOL BATH 2 -CAR GARAGE 1 24 I . ❑ SLOPE PER CIVIL 8 1 AR/BUFFE 1 - --l�F_-- <EXT. �SHWR. 4._0„ W. FEAT BY SEP. PERMIT 1 1 "x % 14 _ iv -'^. 1 R.Y.S.B. 22'- 9- 14 \\ 1I . , o C R STORAGE EXT. STOR. pll AlS_-__-_____-__-_ ------------- - AT I o d 4 o 8 20 20 AT �- PLANTED to 0 LL .n d UP 1 f L v � 12.10'T .W. 13.65' T.G. 22 q 22 10.15 N.G. 10.15 N.G. 7�7 T DW T (37.35 B• PANTR) RIDGE C KITCHM PANTRY LOT 457 EXISTING 3.12) i 6' (1 ER 10.78) (10 LINE F F (10.7 s ❑ 0 F F❑10.41)10.49 FS FS ) (10.5S 13.42) E F DINING 10.3) ---- I i FF - --- (10. (10.4F y V (10.49)�I FS i I (13.43) 13.22 k ai 42) FS FS o FS -!' - WINE 0.5' TALL (9' (9.48) o i o WALL FS FS N 0.5'TALL 8) (9. 3 -�, - - WALL FS S PWDR. (13.06) Z GAME ROOM EXISTING BUILDING FFG (6.15)' NG POOL w COVER > TALL/ [PPOOL BAT VALL I LOT � NEAR BY POINT -9.63' 3) (9 i3'�" 9.65) -- FS ='IMNEYTOP - 24 15) (9.49)FS PAA PEQ�❑ > (10.16) (12.90) (6.89 N_G - - -- -- - NG FS NG 1134 N17029'00"E 105.00' PROPERTY (13.33 � ) x(13.35) 5TALL LINE FS �a oc� FC nIr_ WAI I 13.39)TC (12.91)FL 13.00) EG .I.� PT #1 � NEAR BY POINT - 13.28' 3.33)TC ❑13.50) 2.89)FIL AC 12.95) EG URB & GUTTER rn O 0') O J Q M N II M , J1 3.30) I' WM ❑` 4„ TREE (13.AC� I'I rn Z 12.88) w EG SCO` 00 Q 13.29)TC m (12.76)FL O EASEMENT TO THE CITY m cf) OF NEWPORT BEACH FOR PUBLIC UTILITY PURPOSES r Q Z DD 12.66) L 12.78) AC PAVEMENT EG (13.32) AC PROPERTY LINE GRADE PLANE CALL. PT1 - 13.28 PT2 - 12.90 PT3 - 9.63 PT4 - 10.33 PT#2 46.14/4=11.54 NEAR BY POINT - 12.90' �13.17)TC (12.61)FL n GRADE PLANE EXHIBIT (12.81) ' 1/8" = 1'-0" EG N17029'00"E 22.50' i�z vn� N17 1900 E 105.00 D OIm - cli J 0 co 0 Z I I 12 I I I I I I I I I I I 21'-41/8" 22'-T 1 P.L. TO STREET C.L. I I 71 I I I I I I I ENCROACHMENT PERMIT AGREEMENT IS REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. ALL NOW STANDARD IMPROVEMENTS SHALL COMPLY JWITH CITY COUNCIL POLICY L-6 AND L-18 11� I ARCHITECTURAL SITE PLAN TRUE NORTH PROJECT NORTH KEYNOTE LEGEND 1 CENTERLINE OF STREET 2 PROPERTYLINE 3 FRONT YARD SETBACK 4 SIDE YARD SETBACK 5 REAR YARD SETBACK 6 GUTTER 7 NEW DRIVEWAY APPROACH & CURB CUT - REF. CIVIL DWGS. 8 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 9 LINE OF BALCONY ABOVE 10 TRASH LOCATION - SCREEN FROM STREET AS NEEDED 11 (E.) GAS METER LOCATION 12 (E.) SEWER C.O. LOCATION 13 (E.) WATER METER LOCATION TO BE REMOVED (REF. SURVEY & CIVIL DWGS) 14 (E.) ONSITE TREE TO BE REMOVED 15 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 6' HT. ABOVE NATURAL GRADE) 16 (N.) ON-SITE TREE SPECIMEN -VERIFY SPECIES & LOC'N. W/.OWNER &LANDSCAPE ARCH. 17 (E.) EASEMENT TO THE C.N.B. FOR PUBLIC UTILITY PURPOSES 18 EXTERIOR SHOWER TO BE COLD WATER ONLY -CONNECT TO AREA DRAINAGE ONLY 19 (N.) CARRIAGE WALK, PERMEABLE SURFACE, COORD. W/. LAND. DESIGNER 20 MAIN SERVICE PANEL, 600 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 21 (E.) STREET TREE TO REMAIN - PROTECT IN PLACE 22 (E.) PROPERTY LINE WALL TO REMAIN 23 IVEHICUE - MINIMUM PARKING DIMENSIONS ON PLANS 24 1 LINE OF ROOF ABOVE NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. LANDSCAPE NOTES: 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. )J ECT NAME GUIDA RESIDENCE TUS AIC r /1 E N V � O � U N U a a3¢m�moat U U w-« Q r cC) ao E lE U'-wm�c ama m w a m UUmp,mw�v W =K N m 5 o Lu y y 0 U o0 U tf 2 Q N C - t0 N C N N p9� Tp�N O NF Q c� 3 O ME O N O w maSc?E3�.°1a�Lm N= 2 N= 9 v LL o�o �v ° w E a � o z N� Q E w v�cEg m � Y r � L N U O O EE .. m-�mv `o I- - I r ¢QQU p Z) U iD U) mom O z 06<0 co z 2 to W O OLo Z m 3 W L) z LLI0 0 �J M Qo N OU (!1 = OU 0 LIJ < m tel\ O LLIz DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO, 17-501 DATE 11/10/2017 SHEET NO, A-0.0 :21 N � to c 0 ry = O O c 9 Z m 9 Z 'O v c c = O N mm mo 0 c & ma �QZQ E'y'm Eo a3¢m�moat zN=16O.O1°Nd Q r cC) ao E lE U'-wm�c ama �1 LL UUmp,mw�v W =K N m 5 o Lu Z m O c m m v U m 2 Q N N C N N p9� Tp�N O NF Z - O ME O N O w maSc?E3�.°1a�Lm N= 2 N= 9 v LL O p y N - c l0 d T a 0 C N c a ty ° w E a �. a o o m E; c= Un=vSgwoit� LLI w v�cEg L N U O O EE .. m-�mv `o I- - I N-H°H� LL v6m-4. Nam -._ O 2 O a= O 0 c'�'aU H"2 U0 Ha a9a w �Q REVISIONS NO. I REVISION I DATE JOB NO, 17-501 DATE 11/10/2017 SHEET NO, A-0.0 :21 CONSTRUCTION NOTES: O CONSTRUCT 5" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. OINSTALL 6" SQ GRATE DRAIN ® INSTALL 4" ATRIUM GRATE DRAIN OINSTALL PERFORATED DRAIN/TRENCH PER DETAIL, SHEET C2 © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 0 CONSTRUCT 3"0 DRAIN THRU CURB PER CNB STD PLAN 184-L ® INSTALL 8" CATCH BASIN WITH FILTER INSERT BY REM INC. 9O CONSTRUCTION BIO -RETENTION PLANTER PER DETAIL 10 INSTALL 18" DIA SUMP W/ 3/4" HP SUMP PUMP (D REMOVE AND REPLACE EXISTING CONCRETE DRIVEWAY APPROACH PER STD PLAN 164-L 12 REMOVE AND REPLACE ASPHALT WITH 12"W x 12"D FULL DEPTH A.C. PATCHBACK TAKE COAT ALL JOINT SURFACES PRIOR TO PLACEMENT 13 INSTALL NEW SEWER CLEANOUT PER STD -406-L ON EXISTING SEWER LATERAL. FIELD VERIFY 6" TOPSOIL MIN --I 4" PVC SDR 35 FRENCH DRAIN � PERFORATION ® BOTTOM N 3/4"CRUSHED ROCK FILTER CLOTH 24" LAP 12" ® TOP 5 PERFORATED DRAIN/ TRENCH DETAIL NTS E Fl1 I III PROP FENCEI II ON WALL II II II EXIST GROUND _J 24" UNIFORM MIX 01 ORGANIC MATERIAL RATE SHALL BE 2.5 J 0 3 DROUGHT TOLERANT PLANTS o - 11.15 TC 0 Q \d l / o� FF=10.40 6.72 a.5o SAND LLN .01111 4.45 4" SOLID DRAIN LINE14" PERFORATED PIPE WITH 3 4 GRADED DRAIN ROCK WRAPPED IN FILTER FABRIC BIO -RETENTION PLANTER BOX a.as 1"=3' DRAWN: MJ CHCK'D: TR NO. DATE R E V I S 1 0 N S DATE: 11/10/17 DOCK n 3 10.25 TW 8.40 GRATE PER PLAN I CRESCENT FILTER BY REM INC. ELEVATION VIEW (9.22 10.21 (10.05) 4"DRAIN-IN n CATCH BASIN v WITH FILTER INSERT NTS TOP VIEW 4"DRAIN-OUT _ t- ( _ VIA KORON i 0.76 (11.45) NTS COMMUNITY PARK PA COVER FS I 4" LINE 2" SCH 40 PVC DISCHARGE 3/4 HP PUMP INV ELEV PER PLAN SUMP 18" n SUMP PUMP 1 NTS 13.50 (12.45) YLt LAINUZIUAYL YLANJ11.05 11.77 a (9.39) 10.01 3 3 4 M 3 M 0 (13.00) GRATE DRAIN 04 R ABBREVIATIONS I rM21IT/OL17111 a ww ! > z 13.71 r3 GLASS SCREEN 13.61 TW -, o o coo _ `/ NW/1640-,TFi� �'1� „� o 1,4.9�7✓TW o ON WALL w o; o; : o w n 3 (19.37)TW '? rn12.10 TW DSII16.40 TFN oon pp 6 0a �1IM�{ TA 'L ut \ 13.61 T 18.43TFNN 14.97 TW 18.43 TFN (13.39)TC )TW fi (16.50) WALL S 0)Tw i y 2)TW N, I (12.17)TW j9; T7Jf7�� f� TTOTGi7fV 1` ��' isN1T29'00"E 105.00' 1li , �`�''o _ T r� 13.00 /'/.77,��riii�7�'l/TT/%%. i2'/.77,7,�r%/%l/7iii777,7,�>,iiii7%%lT%i��iii'TlTlT7, ✓7T,1%�G 10' (14.77)TW .'.GRAVEL''. t2;973)L s3 10 10 .FG I 10.00 TG 21._x_ _ NEW CURB DRAIN 8.09 IES,.'�.I. %'.',%'.% _/,/ /,//_' __D.N--- I 12.90 1E PA (10.33) -- - T / ^ 1 .SPA "t 11.15 TC FS -GB S 6G .25 TW _ . _' / 5 I t��a. 13.30 - B I -I DS N FS i I (13.3<)TC 10.152 FS (9.05 iW -�-yr BIO -RETENTION PLANTER 9- 10.05 TG / I SEE DEATIL-C2 9.00 IE,(102'/ GUT'FR 6.86 / 1 r7 1% 1 (13.23) m / I 00 1015, FS15 I ri I 13.37 ;..I FS , /-- / 3s F F=10.40 I 11 2% 1FS 025 ) ; FP=8.90 GFP=11.89 (9.02)TW /..:\-���� I I 1 12" CONCRETE I \ \ / .:10.15 \ 2" SAND i I CURB 4" ROCK I 9-OOSIE G FSEXISTING \ BUILDING i I \. I L DS P \ 1 IDS � ELEVATOR �^�, (10.73) I I _ (13.30) D4 DRAIN LINE \ � I I �W#I� FS ". s ol-J t MIN 1015 1 :: I �io.ail --------------(�o.asj------� --- I I �I., rn I FS <O (13.29)TC I 39: 2 0. k to.z7 i i FF=13.90 I N 7-e�� 21 I' 3 12.86 al 1 FS 1 (10.31) I O /FP -"12.40 I o �i8) KU' ..:,. 70.42 I (111 1 1565 o 10.05 TG- ---------------------- - r -- - ---- - ------ ---- I _ 0 3 8 42 IE \ I I (13.22)1. N CAP EXIST SEWI P; I 13.43) -I z AT PROPERTY L z FS 10:15 �... ,.. FO 15 9.49 L 10.27 9.47 SFS- I (9.01)TW 77\ r/� �� n (10.42)S - TE CAP i TW SPA I OWNER/DEVELOPER: 3 10.10 TG I . O .: 2 % 8.59 IE DG M, POOL EXISTING FORKERT ENGINEERING & SURVEYING, INC. (BY SEPARATE 3001 RED HILL AVENUE 501 VIA LIDO SOUD PERMIT) C' BLDG 1, SUITE 102 3 10.10 TG HUNTINGTON BEACH, CA 92646 NO. 58627 A 8.71 IE ELECTRIC MANHOLE (714) 963-6793 10.15 1015 (714) 754-4040 FOUND FS14 FLOWLINE o BUILDING1% I 13.50 I X 10 05 \ 1 FIELD VERIFY LATERAL FS HP. 10.217 AC PAVEMENT . .. - .O 95~ TW I. (9.2� 1% - E 10.15) I- FS_n iFl (13 .'. 1871 )TC2 1.02)TW E LEC EG _N17'2_9 00'E 105.00 9.5'TALL r4� w w WALL w � w SMT CD cD \ \�~ (13.3 o EXIST WALL 13.33 S SCREEN o0 00 or om :Fc o0 O'•11.34) o °° 6c6 a; cd EXISTING _ o _ _ _ _ _ `_ o n 00 �P�ROTECT ( ) GM -AUS\i ao oo II���������` BUILDING I 6\ i I (13.15)TC ARCHITECT: OWNER/DEVELOPER: O ® I . O .: 2 % FS I DG M, BRANDON ARCHITECTS EXISTING FORKERT ENGINEERING & SURVEYING, INC. I 3001 RED HILL AVENUE 501 VIA LIDO SOUD 22311 BROOKHURST ST, STE 203 C' BLDG 1, SUITE 102 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 NO. 58627 A TI PODL - ELECTRIC MANHOLE (714) 963-6793 * EXP. 12-31-16 (714) 754-4040 FOUND I FLOWLINE o BUILDING1% o N I 31.1 II 0'T CNI\_ �\P FP \' 12.66: 766- OF CAS\FOS'' GB GRADE BREAK .. - 1015 GFP �tu 1 GAS METER 10.25 "2 HP j I.P. IRON PIPE IE INVERT ELEVATION L&T LEAD AND TACK FS MANHOLE MON. MONUMENT ; NOTHING FS GFP=11.70 PA 11 1 PROPERTY LINE PROP PROPOSED R/W RIGHT OF WAY S.F.N. SEARCHED FOUND NOTHING jj SIDEWALK SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TFN TOP OF FENCE TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE TOS TOP OF SLAB TW TOP OF WALL WM WATER METER 36" BBQ I 4 2 I 22.5' I I 10.15 I 1 WATER FEATURE t0.d5 FS .y98 �(BY SEPARATE PERMIT)-, FSIHP �H I 13.27 FS 13.25 FS -HP . - -F �� 0:15 I 1 o ...��� �S I PA I "t . .. - .O 95~ TW I. (9.2� 1% - E 10.15) I- FS_n iFl (13 .'. 1871 )TC2 1.02)TW E LEC EG _N17'2_9 00'E 105.00 9.5'TALL r4� w w WALL w � w SMT CD cD \ \�~ (13.3 o EXIST WALL 13.33 S SCREEN o0 00 or om :Fc o0 O'•11.34) o °° 6c6 a; cd EXISTING _ o _ _ _ _ _ `_ o n 00 �P�ROTECT ( ) GM -AUS\i ao oo II���������` BUILDING I 6\ i I (13.15)TC ARCHITECT: OWNER/DEVELOPER: PREPARED BY: QRpFESstO� C.O. CLEAN OUT DG M, BRANDON ARCHITECTS JOHN AND JULIA GUIDA FORKERT ENGINEERING & SURVEYING, INC. h� p\1PS pG 3001 RED HILL AVENUE 501 VIA LIDO SOUD 22311 BROOKHURST ST, STE 203 C' BLDG 1, SUITE 102 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 NO. 58627 A COSTA MESA, CA 92626 ELECTRIC MANHOLE (714) 963-6793 * EXP. 12-31-16 (714) 754-4040 FOUND JN 9461 FLOWLINE FF FINISH FLOOR FG 0'T CNI\_ �\P FP FINISH PAD FS OF CAS\FOS'' THOMAS M. RUIZ DATE SOILS ENGINEER/GEOLOGIST: BENCHMARK: COAST GEOTECHNICAL BENCHMARK NO: N83-12-70 1200 W. COMMONWEALTH AVE FULLERTON, CA 90638 ELEVATION: 11.852 FEET (NAVD88) PH: 714-870-1211 YEAR LEVELED 2015 REPORT NO. 479615-01 DATE: AUG 21, 2014 LEGAL DESCRIPTION: LOTS 456 AND 457 OF TRACT NO. 907, PER MAP RECORDED IN BOOK 28, PAGES 25 TO 36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER. APN: 423-205-03 I 13.34 I ARCH ARCHITECTURAL A.C. ASPHALT CONCRETE C.O. CLEAN OUT DG DECOMPOSED GRANITE DS DOWNSPOUT EXIST EXISTING BFF BASEMENT FINISH FLOOR BFP BASEMENT FINISH PAD CONC CONCRETE DWY DRIVEWAY EMH ELECTRIC MANHOLE EP EDGE OF PAVEMENT FD FOUND FL FLOWLINE FF FINISH FLOOR FG FINISH GRADE FP FINISH PAD FS FINISH SURFACE GB GRADE BREAK GFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD 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 PL PROPERTY LINE PROP PROPOSED R/W RIGHT OF WAY S.F.N. SEARCHED FOUND NOTHING SDWK SIDEWALK SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING TFN TOP OF FENCE TG TOP OF GRATE TOC TOP OF CONCRETE T.O.R. TOP OF RIDGE TOS TOP OF SLAB TW TOP OF WALL WM WATER METER PRECISE GRADING PLAN 501 VIA LIDO SOUD NEWPORT BEACH, CALIFORNIA 1 "=6' SHEET: C2 22 NO. I DATE EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL JIM COLLINS AT 949-613-5260 2. A STANDBY CREW FOR EMERGENCY WORK SHALL BE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). NECESSARY MATERIALS SHALL BE AVAILABLE ON-SITE AND STOCKPILED AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF EMERGENCY DEVICES WHEN RAIN IS IMMINENT. 3. EROSION CONTROL DEVICES SHOWN ON THIS PLAN 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 SISPOSED OF AS A SOLID WASTE. 15. DEVELOPERS/CONTRACTORS ARE RESPONSIBLE TO INSPECT ALL EROSION CONTROL DEVICES AND BMP'S ARE INSTALLED AND FUNCTIONING PROPERLY IF THERE IS 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 INSPECT( R E V I S 1 0 N S DRAWN: MJ CHCK'D: TR DATE: 11/10/17 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. ARCHITECT: OWNER/DEVELOPER: I PREPARED BY: BRANDON ARCHITECTS JOHN AND JULIA GUIDA FORKERT ENGINEERING & SURVEYING, INC. 3001 RED HILL AVENUE 501 VIA LIDO SQUID 22311 BROOKHURST ST, STE 203 BLDG 1, SUITE 102 NEWPORT BEACH, CA 92663 HUNTINGTON BEACH, CA 92646 COSTA MESA, CA 92626 (714) 963-6793 (714) 754-4040 JN 9461 C IIV J I IJIV li\lIV I IlllL rLP11V 1"=10' Q?,OFESS/p� ti S M, NO. 58627`Am * EXP. 12-31-16 CivVL OF CA` THOMAS M. RUIZ DATE SOILS ENGI COAST GEOTECHNICAL 1200 W. COMMONWEALTH AVE FULLERTON, CA 90638 PH: 714-870-1211 REPORT NO. 479615-01 DATE: AUG 21, 2014 X p 9 EROSION CONTROL LEGEND OcDcDc= PLACE GRAVEL BAGS PLACE FENCE WITH WIND SCREEN I i i PROJECT PROPERTY 1' MIN HEIGHT i 2 BAGS MIN. i GRAVEL BAG DETAIL NTS 8" MIN aax EXISTING �GROUND�� U14 BENCHMARK NO: NB3-12-70 ELEVATION: 11.852 FEET (NAVD88) YEAR LEVELED 2015 PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS LEGAL DESCRIPTION: LOTS 456 AND 457 OF TRACT NO. 907, PER MAP RECORDED IN BOOK 28, PAGES 25 TO 36 OF MISCELLANEOUS MAPS, IN THE OFFICE OF THE COUNTY RECORDER. APN: 423-205-03 EROSION CONTROL PLAN 501 VIA LIDO SOUD NEWPORT BEACH, CALIFORNIA SHEET: C4 2s 24 A-4.1 z. / 24'-6- 76' - 4" 4' - 2" 22'-6" 22'-0»- 7,-6" 24,-4" - 4'-35/8" T-9" T-6" T-6" 3'-9" 3'-83/8" 9-9'1/4" 8'-6" 6'-83/4" T-0" 4'-6" 4'-10" o of 14'-8" 4'-10" iv s a N I� I �------- - 11 ---- 12----- 13 - ----�--------� 14 15 _ s- -- -� I 0 I ---- 1� ----- F T DW L - - -� T o o m 22'-101/4" O r- 9 �� _ � � I o o �-�N � I ' N N 12 20,_4.. I I I m CUR. T-107/8"-__------3'-71/2^� 2Lil Nk 6'-0° IL 18.1 s 10.40' T.O.S. T I r T — a s B. PANTRY - — ~© 18 r 2 -CAR GARAGE Ll IcI/ LOUNGE s GREAT ROOM [IFI— o KITCHEN PANTRN — NOTE: PROVIDE Mw. s/a° TYPE -'x GVP. sHTG. - - - - I- - - - - - - - - - - - - - _. TO INSIDE FACE OF ALL GARAGE WALLSFE 1 I 10.1 I 1 I I o I I I I I rr F I I IS�XO ^ — r _ - - I -1 R.Y.S.B. X�I/C L - 1 I - = 14 \ 10.40' T.O.S.co T N \ ■� 8 *2- 73/4" 0 5 4 N BUILT-IN NmNN 4'-6 3'-1 1/4" LE 5' -51/9 R@0'-7">1Id NNd" ' I 1 FOYER DINING L ?2h 9 - - - - 10.40' T.O.S. -UP - - - - - - 1 - - o o ■� o' 13.90' T.O.S. P 4'-0' I m i t I I I I e I r-,- JI I" _,-, ,- J; I_—J, 1'-63/4" 16R@ 0'-71/4" C5 F.Y.S. B. UP I - - •.I �II IIII -IIII�III -�IIIIII -�IIIIII I IIII IIiIIl IIiIIi IIaII IIiIIi I N w Lo F 16 a'-mvz° LV ------- ` Il61/2"2' 2'-4" -v 10'10'-4" 5'-35/8 12'-6° 4'-IIpI II II IIII II II IIII IIII IIII IIII E[ 17 17 14- % O iv 'o vi 20'- 4 7/8" 4'-11/8" 17'-9518" 4'-1" 20'-41/8" 1 I ==1 CLR. I Ali PWDF-; M I 6 TEL I I I �T I 1 f I in — _ o 1 I 2 I w0 N 2 -CAR GARAGE POOL BATH n U NOTE: PROVIDE MIN. 5/8" TYPE -'X' GYP. SHT'G. I 5 GAME ROOM TO INSIDE FACE OF ALL GARAGE WALLS I I o 1 I I I I I 1 1 o I I 2 3 7 ---- - --- �_� I I u7 N 3'-6„ a I o 3rL - - v _J Z 20'-47/8" 9'-51/8" 12'-5518" 4'-1" 1'-73/8" 5'-9118" 6'-23/4" 9'-0318" '-01/8" 5'-5518" 6-2112" 1 18'-11/2" 1 N p N 8 IV m y Y V V v L - - - - - - - - -- - - - - - - - - - ................. - - - - 22'-7518"- - - - - - - T-5314"- - - - - - - 24 4" - - - - - - - - 46'- 4 5/8" 54'- 5 3/8" 4' - 2" 2 A -a.0 KEYNOTE LEGEND PROJECT NAME MAIN SERVICE PANEL, 600 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) MECHANICAL VENTILATION NOTE: FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.50B-2014 / CSA 2.228-2014 COMPLIANT [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND 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.) 3 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) GUIDA RESIDENCE 1. PROVIDE WHOLE BUILDING MECHANICAL STATUS LINE OF BALCONY ABOVE VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION AIC 7 4, WITH EXCEPTION THAT NATURAL VENTILATION 8 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1) THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING E VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152 Cn O (a)). FOR CONTINUOUS WHOLE -BUILDING VENTILATION, I— ". MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 a v ci CFM FOR EACH OCCUPANT (ONE OCCUPANT PER w _ m BEDROOM +1). VENTILATION TO BE PROVIDED BY w EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND t � SUPPLY AIR. � T m a 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM y y 0 VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF U v v WHOLE -BUILDING VENTILATION REQUIREMENT). M CALCULATIONS: UNIT: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] _ 3 94.92 CFM + (7.5 x 4) = 124.92 CFM REQ'D. °' 3 C) �— o �o �v � o z N� KEYNOTE LEGEND 1 MAIN SERVICE PANEL, 600 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 2 FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.50B-2014 / CSA 2.228-2014 COMPLIANT [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND 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.) 3 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 4 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 5 LINE OF BALCONY ABOVE 6 LINE OF ROOF ABOVE 7 1 HEARTH, AS DIMENSIONED - HEARTH THICKNESS TO BE 2" MIN. (3/8" THK. IF FIRE BOX IS 8" HIGH MIN.) 8 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1) n FIRST FLOOR PLAN 1/41' = 1'-0" (X) TRUE NORTH 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 6 0 �O (1)z U Lu Lu �Om O 5 Z co ¢ O M LU o �LLbZM LLI L) z W 0 0 co N OU _ OU W m < tel; /r O z DOCUMENT VALID UPON ORIGINAL SIGNATURE ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS r h o R SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" o o `o -.99E ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD @ m o o R ma§z2 y'm`g 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 m m t O T O L S O R V1 C V) O`1 0 Ocw mr°c aw rn�Fo 2a„�c FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 w =ir N U m Z m O c m R o „9Tga�� 0 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 z z '0< m y 00 T O, N O V p dma.�r:: a J x C N U 0. O R ® FIRE RATED PARTITION REF. DTL. 7/AD-1 (L\L m ; 3 E ; t � N 0„ N O A N M Q loL c o cOoao�i¢ WALL - 2 x 4 STUDS @ 16" O.C. O a- H E EI� 'm 0 0 0 N c O n°vSc°iy°i — WALL - 2 x 6 STUDS @ 16" O.C. _-_ J 0 yNCy_�a 9 N° 0 M N S 1 � �`p tC0 2 K ._ d tC O c ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. LLL a x- Ey"��UO� r�wwN 0m_-sa m'o a:C ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED 'm I= �a�uM:0 STUD @ 16" O.C. =�aoH LL H aa9Q w�a a CONCRETE RETAINING WALL/ C.I.P. WALL REVISIONS NO. I REVISION DATE ® WINDOW - REFERENCE SCHEDULE DOOR - REFERENCE SCHEDULE CABINET - BUILT IN CASEWORK L J ® ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE O JOB N0, PLUMBING FIXTURE -SINK (AS SELECTED) 17-501 DATE 11/10/2017 PLUMBING FIXTURE - TOILET (AS SELECTED) SHEET NO. � 0 LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS A 200 A PLAN LEGEND ::?s E � Y r 0 �O (1)z U Lu Lu �Om O 5 Z co ¢ O M LU o �LLbZM LLI L) z W 0 0 co N OU _ OU W m < tel; /r O z DOCUMENT VALID UPON ORIGINAL SIGNATURE ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS r h o R SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" o o `o -.99E ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD @ m o o R ma§z2 y'm`g 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 m m t O T O L S O R V1 C V) O`1 0 Ocw mr°c aw rn�Fo 2a„�c FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 w =ir N U m Z m O c m R o „9Tga�� 0 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 z z '0< m y 00 T O, N O V p dma.�r:: a J x C N U 0. O R ® FIRE RATED PARTITION REF. DTL. 7/AD-1 (L\L m ; 3 E ; t � N 0„ N O A N M Q loL c o cOoao�i¢ WALL - 2 x 4 STUDS @ 16" O.C. O a- H E EI� 'm 0 0 0 N c O n°vSc°iy°i — WALL - 2 x 6 STUDS @ 16" O.C. _-_ J 0 yNCy_�a 9 N° 0 M N S 1 � �`p tC0 2 K ._ d tC O c ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. LLL a x- Ey"��UO� r�wwN 0m_-sa m'o a:C ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED 'm I= �a�uM:0 STUD @ 16" O.C. =�aoH LL H aa9Q w�a a CONCRETE RETAINING WALL/ C.I.P. WALL REVISIONS NO. I REVISION DATE ® WINDOW - REFERENCE SCHEDULE DOOR - REFERENCE SCHEDULE CABINET - BUILT IN CASEWORK L J ® ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE O JOB N0, PLUMBING FIXTURE -SINK (AS SELECTED) 17-501 DATE 11/10/2017 PLUMBING FIXTURE - TOILET (AS SELECTED) SHEET NO. � 0 LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS A 200 A PLAN LEGEND ::?s I, KEYNOTE LEGEND 1 10 -V 2 FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.50B-2014 / CSA 2.22B-2014 COMPLIANT [DTL. 221AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND 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.) 3 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 4 FURNISHINGS - AS SELECTED 5 INTERIOR GUARDRAIL - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 2,4,9/AD-1 14' I0 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REO -D. BY MFGR. 7 o a 8 BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES W1_ OWNER) 9 Y'L 10 BASE CABINET- BUILT-IN, FINISH AS SEL. - - 12 - - - - ------- -- -- 21'-0114^ - - DECO. WOOD TRELLIS MEMBER 8X10, PAINT AS SEL., ARCH. TO APPV. - - - - - - - - - - 29'-6114" - - - - - - - - - - 20 5" - - - - 3'-101/2" 4'4518" 4'-4" T-4" 4'-4" 4'-115/8" 3'-01/4" L, 2'-0" 2'-7518" T-4 11T 3'-41/2" 2'-75/8" 1'-111/8" -01/4" T-03/4" 1'-5112" 4'-10318" 4'-17/8" 6'-63/8" 1'-91/8" 3'-1114" . N 6'-0" 6'-0" 4'-163/8^ v 50 53 54 N 49 51 N 2 6 ILAI04 - - - 12:12 48 52 12:12 0 o ( 46 —\SHWRi 17 47� o o 9:12 SEAT I BATH #3 � I 9'-6" SHWR. / 6 ------- _[DRIP�l 10 25 / \ 3'-1 2^ n I N 6'-57/8" / 3,_6„ / \ 45 I47C. I76,-0,.44 SHWR.W.I.C. LAUNDRY43 F4 18 MASTER BATH MASTER SUITE45BEDROOM #3 4 19 o 23.48' T.O.S.h 2 ---- BARN DOOR 20 46 ; 28 ---------- - -- 31 BOOKSHELVES I 41 49 I 40 STORAGE '-47/8" 1'-101/4 3-3114 BOOKSHELVES I 11 LEV. ' I I 12'-6318" 1 e W.I.C. W. I 32 M I a ] N 6 -----------r v I I o ------------------------------I-- / 3s OFFICE 0 / 50( 23 - - - - - - - - - - - - - 50 —(OPEN TO BELOW) F_ 9 10 / o N N-I- — — 23.48' T.O.S ,I / o p Ili o N - / ° \ o 16R@0'-71/4" I I I I I I I I g R I I I I is I I DN. I I I I ( v BUILT-IN I I I I I I I I 1 I I I W.I.C. v 37 36 35 _' m 1 -1112" 5'-13/4" T-6" 6-3518" 2'-35/8" n 3q ANGELINA'S 33 I 21'-41/2" BEDROOM 15 7CWj34 a 14 - 24 - o 22 I BEDROOM #4 33 — a 23 IBUILT-IN GUEST DEN I S aI I N � 43 40 I 6:12 6:12 5' S" - 24 - 32 41 A CLR./ I w �4� I SHWR. p o /+ W. - - — 25 — 35 - BATH #2 Z - SHWR. 42 W. BATH #4 s:12 31 /\ 6:12 - ► 1-�� 25 v MEC H. -------- SEAT In Fn V 82 64 61 60 63 61/8" 6-1314" 6'-81/2" V-91/2" T-6" V-10" 6'-111/2" 4'-0" 8'-6" 5'-101/2" 7'-25/8" 1'-35/8", 3'-10314" I e 5''7718" 49,_7, 3'-101/2" J - - - 47'- 4 1/2" - - - -- - - - - - -- - - 53'- 512" - - - - 4'-2" MECHANICAL VENTILATION NOTE 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 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: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] _ 94.92 CFM +(7.5x4)= 124.92 CFM RECID. n SECOND FLOOR PLAN 1/4" = 1'-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 R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 t FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 FIRE RATED PARTITION REF. DTL. 7/AD-1 WALL - 2 x 4 STUDS @ 16" O.C. WALL - 2 x 6 STUDS @ 16" O.C. WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED STUD @ 16" O.C. CONCRETE RETAINING WALL/ C.I.P. WALL WINDOW - REFERENCE SCHEDULE DOOR -REFERENCE SCHEDULE CABINET - BUILT IN CASEWORK COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS PLAN LEGEND [ECT NAME GUIDA RESIDENCE ATUS AIC /1 o E KEYNOTE LEGEND 1 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 2 FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.50B-2014 / CSA 2.22B-2014 COMPLIANT [DTL. 221AD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND 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.) 3 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 4 FURNISHINGS - AS SELECTED 5 INTERIOR GUARDRAIL - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 2,4,9/AD-1 6 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REO -D. BY MFGR. 7 o a 8 BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES W1_ OWNER) 9 COUNTERTOP -AS SELECTED 10 BASE CABINET- BUILT-IN, FINISH AS SEL. 11 SHELF AND POLE - BUILT IN, FINISH AS SEL. 12 LAUNDRY SINK -AS SEL. 13 UPPER CABINET- BUILT-IN, FINISH AS SEL. 14 DECO. WOOD TRELLIS MEMBER 8X10, PAINT AS SEL., ARCH. TO APPV. 15 DECO. WOOD TRELLIS MEMBER 4X6, PAINT AS SEL., ARCH. TO APPV. n SECOND FLOOR PLAN 1/4" = 1'-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 R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 t FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 FIRE RATED PARTITION REF. DTL. 7/AD-1 WALL - 2 x 4 STUDS @ 16" O.C. WALL - 2 x 6 STUDS @ 16" O.C. WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED STUD @ 16" O.C. CONCRETE RETAINING WALL/ C.I.P. WALL WINDOW - REFERENCE SCHEDULE DOOR -REFERENCE SCHEDULE CABINET - BUILT IN CASEWORK COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY FIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS PLAN LEGEND [ECT NAME GUIDA RESIDENCE ATUS AIC /1 o E Q � � 2 Z Z UO 2 Om O _j ir z 06QO 0-1 ZM z =>wcD o in Z m M Qo N OU U7 = OU LLJ < m tel\ O LuZ DOCUMENT VALID UPON ORIGINAL SIGNATURE Q J I_ O O J LL 0 O LLI U) REVISIONS m 'Moo -Z ry L N m O -0p -:EZ maZ9 m a S z 2 My 2 m d n3Q y m._a O T O L y m NCm O)O� E c U T O E C U' -W mr c am tn�F o p.o� p 0 m Z m O c m o � O a E Z c m y m m Z Q N yc y 09w Tp,m 00 0 4.1 m L'= m z � a�2 E Q.- a p y'c N W ECO m U m o 9 L m�E a.- 0 0 3- 0 0 p y N U C m m T =' 0 m c 0 p y, E a._ m...,y Ea._ p o m m Ec `; c 6O9r V y D7� C- m y c m= C m 9 2.9 y m L m p x � 0 0 .y- U m ..m. X J '2y m 0- 0 r fn -'Sy j m 1 0~w.N~ aca o w 2 .� w m0 m U r m K M E K DATE JOB NO, 17-501 DATE 11/10/2017 SHEET NO. A-2.1 N U rn U � � Lu 6 U H m m tz� L 2 h ` o U N c U — N O o a c a, m o a 3 a 3 C) m— Q ti o c v z a� Q � � 2 Z Z UO 2 Om O _j ir z 06QO 0-1 ZM z =>wcD o in Z m M Qo N OU U7 = OU LLJ < m tel\ O LuZ DOCUMENT VALID UPON ORIGINAL SIGNATURE Q J I_ O O J LL 0 O LLI U) REVISIONS m 'Moo -Z ry L N m O -0p -:EZ maZ9 m a S z 2 My 2 m d n3Q y m._a O T O L y m NCm O)O� E c U T O E C U' -W mr c am tn�F o p.o� p 0 m Z m O c m o � O a E Z c m y m m Z Q N yc y 09w Tp,m 00 0 4.1 m L'= m z � a�2 E Q.- a p y'c N W ECO m U m o 9 L m�E a.- 0 0 3- 0 0 p y N U C m m T =' 0 m c 0 p y, E a._ m...,y Ea._ p o m m Ec `; c 6O9r V y D7� C- m y c m= C m 9 2.9 y m L m p x � 0 0 .y- U m ..m. X J '2y m 0- 0 r fn -'Sy j m 1 0~w.N~ aca o w 2 .� w m0 m U r m K M E K DATE JOB NO, 17-501 DATE 11/10/2017 SHEET NO. A-2.1 12 SLOPE PER PLAN 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. DOUBLE FOLD 3/4" LOCK, ALT. METHOD rJ METAL ROOFING DTL. 1 1/2" = V-0" PRODUCT LISTING: ICC # ESR -2048, CB -150 STANDING SEAM METAL (ZINC OR EQUIV.) - REF. MAT. SCHED. A/A-4.0, CLASS 'A' ASSY. FASTENERS PER MFGR. INSTRUCTIONS 15/32" CDX PLYWD. SHTG. MIN. (REF. STRUCT) MIN. 30# ROOF FELT- (2) LAYERS GAF VERSASHIELD UNDERLAYMENT 12"-16" ARCH. TO APPV6 t. 4 OVERHANG PER PLANS MIN. 24" TO PL. 3 OVERHANG PER PLANS MIN. 24" TO PL. FASTENERS PER NOTE #3 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 1 1/2" = V-0" NATURAL STONE -SLATE ROOFING - REF. MATERIAL SCHEDULE 5 LENGTH TO BE 6 ROOFING MATERIAL (REF. PLANS) 7 ROOFING PER PLAN & MAT. DETERMINED BY 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 O/. 30# ROOF FELT &CDX PLYWD. CHIMNEY CAP/SPARK ARRESTOR - [DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) SCHED. O/. ROOFING FELT UNDERLAYMENT LAYER 11 ROOF SHTG. (PER STRUCT-L.) 12 (MIN. 2 LAYERS 15#) 13 DECO. WOOD TRELLIS MEMBER 8X10, PAINT AS SEL., ARCH. TO APPV. \ ROOF SHTG PER STRUCT. EXPOSURE &OVERLAP PER CBC TABLE 1507.8.6 & ICC DRIP( EAVE FLASHING W/. DRIPBY BY ROOFING MFGR.) TO MATCH ROOF \ \ 2x ROOF RAFTERS PER REPORT TABLES 1 & 1A STRUCT. CAULK & SEAL \ 2X SOLID BLK'G. MONTEREY 700 BASE FLASHING \ CONCRETE TILE REF. 2x BLK'G. COPPER DRIP EDGE (TYP.) \ MATERIAL SCHEDULE A- CONT. BUILT-UP FASCIA &SHDW. \ COPPER GUTTER AS SEL. 4" BD. - ARCH. TO APPV. SIZE PRIOR iv TO CUTTING ROOF RAFTERS .n CONT. BUILT-UP FASCIA CAULK & SEAL o & SHDW. BD. - ARCH TO \ APPV. SIZE PRIOR TO CUTTING ROOF 2x SOFFIT FRM'G. g RAFTERS 1 x T&G SOFFIT O/. TYVEK (OR TYP. REVEAL - COORD. EQUIV.) W/.EAVES RATED PAINT (ARCH. TO APPV.) / 112" 3/4" (\ EXTERIOR FINISH -REF. PLANS & MAT. SCHED. 2X SOFFIT FRM'G - THERMAL BATT INSUL'N. 1x6 T&G SOFFIT PANELS - PAINT & SEAL (COLOR 'TYVEKOR EQ. BLDG. WRAP - AS SEL.) PROVIDE INSULATION VENTS FOR ATTIC (PER PLANS) CDX PLYWD. SHTG. (PER CDX PLYWD. VENTILATION PER CRC STRR806 AS NEEDED INTERIOR FINISH, PER PLAN 2x ROOF RAFTER (WHERE OCCURS) (PER STRUCT.) INTERIOR FINISH EXTERIOR FINISH PER (PER PLANS, WHERE PLANS & MAT. SCHED. OCCURS) 4 RAKE DETAIL 3 EAVE DETAIL CUSTOM SKYLIGHT - RIDGE, FIXED CURB -MOUNTED, SIZE PER W DW. SCHEDULE, ARCH. TO APPY. SHOP DWGS.-'ACRALIGHT' (REF. DTL. 12/AD-1) ESR -2415 1 1/2" = V-0" OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 1 1/2" = V-0" 1 A-4.0 MONTEREY -SHAKE TILE NOTES: 'BORAL ROOFING, LLC.' CLASS W ROOFING ASSY. ICC# ESR -1017 1. TILES MUST BE FASTENED TO THE SHEATHING W/. EITHER ONE SCREW OR TWO NAILS PER TILE PER ICC REPORT. 2. SOLID SHEATHING MUST BE NOT LESS THAN 7/16 -INCH ORIENTED STRAND BOARD OR 15/32 -INCH WOOD STRUCTURAL PANELS. 3. SCREWS MUST BE MINIMUM NO. 8, FLAT HEADS, COARSE - THREADED WOOD SCREWS, OF ZINC -PLATED STEEL COMPLYING WITH ANSI/ASME B 18.6.1, W/. MIN. 0.120 INCH SHANK DIA., MIN. 0.341 INCH HEAD DIA., AND A LENGTH OF 2 1/2 INCHES. NAILS MUST BE A MIN. NO. 11 GAGE AND HAVE MIN. 5/16 -INCH - DIAMETER HEADS. 4. MONTEREY SHAKE TILES MUST BE INSTALLED ON A MIN. ROOF SLOPE OF 4:12 WHEN INSTALLED W/. ONE LAYER OF UNDERLAYMENT OR 3:12 WHEN INSTALLED OVER SOLID SHEATHING W/. TWO LAYERS OF UNDERLAYMENT. 5. FIRE CLASSIFICATION ASSEMBLY REF. ICC REPORT TABLE 2, SYSTEM 1. ASSEMBLY REQUIRES: WOOD STRUCTURAL PANEL SUBSTRATE, 1/4 -INCH -THICK G -P GYPSUM CORP. "DENS -DECK" COVERBOARD, ASTM D226, TYPE II (NO.30) UNDERLAYMENT, AND THE MONTEREY SHAKE ROOF TILE. 12 SLOPE PER PLAN (MIN. SLOPE- REF. 1/2" CDX PLYWD. SHT NOTE #4) MIN. (REF. STRUCT) MIN. 2 LAYERS 15# \ ROOF FELT O/. CAP ni J MIN. CAP SHT. - REF. NOTE #5 ABV. 2 CONCRETE TILE ROOFING 1 1/2" = V-0" MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 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: 3,164 S.F. (0.03)3,164 S.F.+ [7.5 CFM x OCC. (BED. +1)] _ 94.92 CFM + (7.5 x 4) = 124.92 CFM REQ'D. KEYNOTE LEGEND 1 A/C. CONDENSER UNIT - SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) 2 CUSTOM SKYLIGHT - RIDGE, FIXED CURB -MOUNTED, SIZE PER W DW. SCHEDULE, ARCH. TO APPY. SHOP DWGS.-'ACRALIGHT' (REF. DTL. 12/AD-1) ESR -2415 3 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 4 NATURAL STONE -SLATE ROOFING - REF. MATERIAL SCHEDULE 5 COPPER METAL ROOFING - REF. MATERIAL SCHEDULE 6 COOPER GUTTER - SHAPE AS SEL. - PROVIDE SHOP DW GS. TO ARCH. 7 OUTLINE OF WALLS BELOW 8 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 9 CHIMNEY CAP/SPARK ARRESTOR - [DTL. 21/AD-11 (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 10 DECO. WOOD TRELLIS MEMBER 4X6, PAINT AS SEL., ARCH. TO APPV. 11 DECO. WOOD TRELLIS MEMBER 6X8, PAINT AS SEL., ARCH. TO APPV. 12 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 13 DECO. WOOD TRELLIS MEMBER 8X10, PAINT AS SEL., ARCH. TO APPV. n ROOF PLAN 1/4" = 1'-0" (? TRUE NORTH (1) PROJECT NORTH NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHT'G. (F.O.S.) TYP. U.N.O. EAVE DIMS. ARE FROM FACE OF SHT'G. TO FACE OF FINISH FASCIA FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC VENTILATION CALCS. A I ROOF PLAN LEGEND ROOF VENTILATION NOTES: (CRC R806) 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. VENTILATION OPENINGS SHALL HAVE AT LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. VENTILATION OPENINGS HAVING A LEAST DIMENSION LARGER THAN 1/4" SHALL BE PROVIDED W/. CORROSION -RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQTS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF A 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG. AND AT THE LOCATION OF THE VENT. 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO 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 MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO 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 SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHT'G. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR -IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHT'G. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHT'G., ROOFING PAPER OR ANY CONT. LAYER 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 SHTG. 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 R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE AIR - IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHT'G. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIROIMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. ;OJECT NAME GUIDA RESIDENCE ATUS AIC � /1 E V � N o � U N U< Y U U Lu a y W = U o0 U 'CI c m Q Q U pp z 2 oOOQ 2 -1Om o�LL 06<0 M w o �LLbZm M Qo N 0 C7 Q OU _ OU 0 Q J LL I < m N c:) LO1_ LL] z DOCUMENT VALID UPON ORIGINAL SIGNATURE REVISIONS o y Z c r m Om -OO �.tZ maZ9 =;o Vg m 1°mo.3=m o� ma ��8'w'>,B m a n3a y m._a _O T OL y m y = m m O L C U 0 T O E C U' -W mr c am tn�F o p.o� p U m Zm O c m A Q O p m 9 0 a Z c m y m m Z a m E y m y 0 9 w T O m O y 0 m m L y N Z m w 2 T H m - R 2= m ° ER.. ma L 'o 0- o 0 00 NU C m d T c O c N C t �oy0Evo... 'y Ea._ 0 o m m E m `; c 9 N O y m mC L m m x 12 O O o0 Er.. ` O a m :FH H o w o W oms m - Uam U m H-2 U K DATE JOB NO, 17-501 DATE 11/10/2017 SHEET NO. A-3.0 a c� 3 � 3 N Q m > o �v z � o N� E � Y r � Q Q U pp z 2 oOOQ 2 -1Om o�LL 06<0 M w o �LLbZm M Qo N 0 C7 Q OU _ OU 0 Q J LL I < m N c:) LO1_ LL] z DOCUMENT VALID UPON ORIGINAL SIGNATURE REVISIONS o y Z c r m Om -OO �.tZ maZ9 =;o Vg m 1°mo.3=m o� ma ��8'w'>,B m a n3a y m._a _O T OL y m y = m m O L C U 0 T O E C U' -W mr c am tn�F o p.o� p U m Zm O c m A Q O p m 9 0 a Z c m y m m Z a m E y m y 0 9 w T O m O y 0 m m L y N Z m w 2 T H m - R 2= m ° ER.. ma L 'o 0- o 0 00 NU C m d T c O c N C t �oy0Evo... 'y Ea._ 0 o m m E m `; c 9 N O y m mC L m m x 12 O O o0 Er.. ` O a m :FH H o w o W oms m - Uam U m H-2 U K DATE JOB NO, 17-501 DATE 11/10/2017 SHEET NO. A-3.0 1 1 3 A-5.0 A-5.1 A-5.0 �MAX. RI-DGEHEIGHT________ 40.54.------------------------------------------------------------------------------------------------------------------------------------------ --- _ 9 7T o z 37.19' h 36.89' 37.28' 36.83' z_ 36.89' CNB. FLAT ROOF MAX. 2 N V HT. CERT. REQ'D. 12 ROOF WELL _ iv HT. CERT. REQ'D. MAX PITCH ROOF PER HOA HT. CERT. REQ'D. HT. CERT. REQ'D. 4 HT. CERT. REQ'D. ----------------- ----------------- ------- 3728' - -- - A-3,0 FRONT ROOF PLATE FTYP.) _ 32.15' �SECOND FLOOR T.O.S._ _ I 23.SECOND FLOOR PLATE (TTYP.) -_ 22.40' � 13.9CF FIRST FLOOR jT.O.S l _ IU 13.90' n AVERAGE TOP OF CURB r v 13.28' GRADE PLANE__________ FIRST FLOORLT.O�S.) _ _ _ v 10.40 MAX. RIDGE _HEIGHT ----------------------------------------------------------------------------- �40.54' CNB. FLAT ROOF MAX. 37'21 MAX PITCH ROOF PER HOA__________________________ HT. CERT. REQ'D. 37.28, ----------------------------------- - ------ N - TOWER ROOF PLATE ---- - �32.48'-- - - - --- --- 7 MAS .31'TER SUITE 32 SECOND FLOOR T.O.S. _ 23.48' rbL SECOND FLOOR PLATE - 22.40' x imom 36.41 J[ 33' i, ll 2 A-5.0 -------------------------- � 9 - 10 37.28' iv HT CFRT RFO71 E:3 7 IF -------------- ROOF WELL 37.28' HT. CERT. REQ'DR�EO'D. _MAX_RIDGE HEIGHT 40.54' CNB. FLAT ROOF MAX. _MAX PITCH ROOF PER HOA 37.28' FRONT ROOF PLATE LTYP.)� 32.15' _SECOND FLOOR T.O.S. 23.48' `1 SECOND FLOOR PLATTE EYP.) 22.40' UPPER FIRST FLOOR (T.O.S_.),L __ ______ _ 13.90' �-w AVERAGE TOP OF CURB n 13.28' III -�I I- --------- --- ------GRADE PLA 54 FIRSTFLOORR�n O.S.) 19 I I�I ---- 10.40`'d n FRONT ELEVATION - NORTH 3 2 A-5.1 A-5.1 -----------: ------------------------------------------------- ---------=------ 40.54' ROOF WELL 36.77' 37.28' 37.19' 36.89' CNB. FLAT ROOF MAX. HT. CERT. REQ D. HT. CERT. REQ'D. HT. CERT. REQ'D. HT. CERT. REQ'D. _ _ MAX PITCH ROOF PER HOA ------------ ---------------------------------- ------------------ - 37.28' 3 ~ 4 1z A-3.0 �\\ F1 2 � 3 16 � 12 I IIID. ROOFPLATE(TYP. - - - - - - - - - - - - - ------ 7 -- 32.65' 12 7 FRONT ROOF PLATE 2.TYP. _ - 315' LULL 2s Ci 5 29. 28 2Y1 U I- 2 A-7.0 I IT u 1. i� mills �mmm � • ° nn�il�n�imi ��awwww ��wwwwww �.ur� wwww u=av�ww_ww wwww ww ww Ey E mt 6 3 A-3.0 P.L. I? ao 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 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 WOOD SHINGLE SIDING: MANUFACTURER: TBD SPECIES: #1 WESTERN RED CEDAR SIZE: 18" RE -BUTTED & RE -JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE TREATMENT: PRE -STAINED W/. CABOT BLEACHING OIL (VERIFY W/. OWNER) APPLICATION: PER DETAIL 5/AD-1, NO EDGE BOARDS, MITERED'SAWTOOTH' CORNERS 16" SHINGLES W/. 5.5" EXPOSED WOOD PANELING SIDING: MGFR: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVE. FONTANA, CA 92337 P.909.356.6366 PRODUCT: MDX COLOR: WHITE ARCH. TO APPROVE APPLICATION: SHIPLAP 8" PLANK CODE: ICC#ESR-2290 EXTERIOR BRICK VENEER PRODUCT: RECLAIMED BRICK SAWN VENEER COLOR: LIME (WHITE) WASH OR STUCCO FOG APPLICATION: MODULAR BRICK COURSE PER ELEVATIONS - REF. DTL 8/AD-1 THICKNESS: 1" - 1.5" NOMINAL WEIGHT: X8.5 PSF. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: COPPER METAL ROOFING, CB -150 (NON -REFLECTIVE) COLOR:TBD 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 SLATE ROOFING: (CLASS'A' ) PRODUCT: SLATE, NATURAL STONE COLOR: DARK GRAY, TO BE APPPROED BY ARCH. & OWNER APPPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GUAGE COPPER FLASHIN, STAGGERED COURSING WEIGHT: APPRX. 12 PSF. CODE: CLASSW ASSEMBLY COOL ROOFING: PRODUCT: BUILT-UP COOL ROOFING SYSTEM MFGR: DURO-LAST ROOFING, INC. 525 MORLEY DRIVE SAGINAW, MI 48601 COLOR: WHITE APPLICATION: TBD CODE: CLASS'A' MIN. REQT. (ICC # ESR -1660) WEIGHT: N/A. GUTTERS: MATERIAL: METAL - COPPER SHAPE: HALF ROUND/SQUARE (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. NOTE: THE AIR CONDITIONING UNITS MUST NOT BE VISIBLE FROM THE STREET OR PUBLIC WALKWAY. SECOND FLOOR T.O.S8 SECOND FLOOR PLATE A MATERIAL SCHEDULE 22.40' www ��1���.�1� w�wwwww� .wi�ww�.ww-wwwwwwwwwwwww��i I �.� • • - • _---. . �w�.wwwiwwwwwwwwwwwwwwwww� .�. ww ww ww. www � ■ wr -- -I 1- � -L � I _FIRST FLOORFOAU� 10.40' I IlllllllllI I llllllllllllllllliiil� J n LEFT ELEVATION - EAST 1/4" = 1'-0" NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. KEYNOTELEGEND 1 WOOD SHINGLE SIDING PER DETAIL 5/AD-1 2 BRICK VENEER - REF. DTL. 8/AD-1 & MATERIAL SCHEDULE 3 NATURAL STONE -SLATE ROOFING - REF. MATERIAL SCHEDULE 4 COPPER METAL ROOFING - REF. MATERIAL SCHEDULE 5 GABLE VENT - CUSTOM COPPER VENT, APPX. 2" SLATS PAINT TO MATCH EXT. - PROVIDE WIRE MESH PER ATTIC VENT NOTE ON ATTIC SIDE 6 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 7 COPPER GUTTER - SHAPE AS SEL. -PROVIDE SHOP DWGS. TO ARCH. 8 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 9 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHERTHAN 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 10 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 802.4.2.4) 11 DOWNSPOUT -COPPER- AS SEL. (ARCH. TO APPY.) 12 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 13 DECO. WD.PANELING - PAINT GRADE -COLOR AS SEL. 14 DECO. WOOD TRELLIS MEMBER 4X6, PAINT AS SEL., ARCH. TO APPV. 15 CURVED SLIDING DOOR SYSTEM, FIELD VERIFY RADIUS. ARCH. TO APPV. SHOP DWGS. PRIOR TO FABRICATION 16 36.41 J[ 33' i, ll 2 A-5.0 -------------------------- � 9 - 10 37.28' iv HT CFRT RFO71 E:3 7 IF -------------- ROOF WELL 37.28' HT. CERT. REQ'DR�EO'D. _MAX_RIDGE HEIGHT 40.54' CNB. FLAT ROOF MAX. _MAX PITCH ROOF PER HOA 37.28' FRONT ROOF PLATE LTYP.)� 32.15' _SECOND FLOOR T.O.S. 23.48' `1 SECOND FLOOR PLATTE EYP.) 22.40' UPPER FIRST FLOOR (T.O.S_.),L __ ______ _ 13.90' �-w AVERAGE TOP OF CURB n 13.28' III -�I I- --------- --- ------GRADE PLA 54 FIRSTFLOORR�n O.S.) 19 I I�I ---- 10.40`'d n FRONT ELEVATION - NORTH 3 2 A-5.1 A-5.1 -----------: ------------------------------------------------- ---------=------ 40.54' ROOF WELL 36.77' 37.28' 37.19' 36.89' CNB. FLAT ROOF MAX. HT. CERT. REQ D. HT. CERT. REQ'D. HT. CERT. REQ'D. HT. CERT. REQ'D. _ _ MAX PITCH ROOF PER HOA ------------ ---------------------------------- ------------------ - 37.28' 3 ~ 4 1z A-3.0 �\\ F1 2 � 3 16 � 12 I IIID. ROOFPLATE(TYP. - - - - - - - - - - - - - ------ 7 -- 32.65' 12 7 FRONT ROOF PLATE 2.TYP. _ - 315' LULL 2s Ci 5 29. 28 2Y1 U I- 2 A-7.0 I IT u 1. i� mills �mmm � • ° nn�il�n�imi ��awwww ��wwwwww �.ur� wwww u=av�ww_ww wwww ww ww Ey E mt 6 3 A-3.0 P.L. I? ao 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 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 WOOD SHINGLE SIDING: MANUFACTURER: TBD SPECIES: #1 WESTERN RED CEDAR SIZE: 18" RE -BUTTED & RE -JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE TREATMENT: PRE -STAINED W/. CABOT BLEACHING OIL (VERIFY W/. OWNER) APPLICATION: PER DETAIL 5/AD-1, NO EDGE BOARDS, MITERED'SAWTOOTH' CORNERS 16" SHINGLES W/. 5.5" EXPOSED WOOD PANELING SIDING: MGFR: JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVE. FONTANA, CA 92337 P.909.356.6366 PRODUCT: MDX COLOR: WHITE ARCH. TO APPROVE APPLICATION: SHIPLAP 8" PLANK CODE: ICC#ESR-2290 EXTERIOR BRICK VENEER PRODUCT: RECLAIMED BRICK SAWN VENEER COLOR: LIME (WHITE) WASH OR STUCCO FOG APPLICATION: MODULAR BRICK COURSE PER ELEVATIONS - REF. DTL 8/AD-1 THICKNESS: 1" - 1.5" NOMINAL WEIGHT: X8.5 PSF. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P: 909.664.1500 PRODUCT: COPPER METAL ROOFING, CB -150 (NON -REFLECTIVE) COLOR:TBD 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 SLATE ROOFING: (CLASS'A' ) PRODUCT: SLATE, NATURAL STONE COLOR: DARK GRAY, TO BE APPPROED BY ARCH. & OWNER APPPLICATION: CLOSED VALLEY W./ MITERED HIP CUTS, 16 GUAGE COPPER FLASHIN, STAGGERED COURSING WEIGHT: APPRX. 12 PSF. CODE: CLASSW ASSEMBLY COOL ROOFING: PRODUCT: BUILT-UP COOL ROOFING SYSTEM MFGR: DURO-LAST ROOFING, INC. 525 MORLEY DRIVE SAGINAW, MI 48601 COLOR: WHITE APPLICATION: TBD CODE: CLASS'A' MIN. REQT. (ICC # ESR -1660) WEIGHT: N/A. GUTTERS: MATERIAL: METAL - COPPER SHAPE: HALF ROUND/SQUARE (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. NOTE: THE AIR CONDITIONING UNITS MUST NOT BE VISIBLE FROM THE STREET OR PUBLIC WALKWAY. SECOND FLOOR T.O.S8 SECOND FLOOR PLATE A MATERIAL SCHEDULE 22.40' www ��1���.�1� w�wwwww� .wi�ww�.ww-wwwwwwwwwwwww��i I �.� • • - • _---. . �w�.wwwiwwwwwwwwwwwwwwwww� .�. ww ww ww. www � ■ wr -- -I 1- � -L � I _FIRST FLOORFOAU� 10.40' I IlllllllllI I llllllllllllllllliiil� J n LEFT ELEVATION - EAST 1/4" = 1'-0" NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. KEYNOTELEGEND 1 WOOD SHINGLE SIDING PER DETAIL 5/AD-1 2 BRICK VENEER - REF. DTL. 8/AD-1 & MATERIAL SCHEDULE 3 NATURAL STONE -SLATE ROOFING - REF. MATERIAL SCHEDULE 4 COPPER METAL ROOFING - REF. MATERIAL SCHEDULE 5 GABLE VENT - CUSTOM COPPER VENT, APPX. 2" SLATS PAINT TO MATCH EXT. - PROVIDE WIRE MESH PER ATTIC VENT NOTE ON ATTIC SIDE 6 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 7 COPPER GUTTER - SHAPE AS SEL. -PROVIDE SHOP DWGS. TO ARCH. 8 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 9 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHERTHAN 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 10 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 802.4.2.4) 11 DOWNSPOUT -COPPER- AS SEL. (ARCH. TO APPY.) 12 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 13 DECO. WD.PANELING - PAINT GRADE -COLOR AS SEL. 14 DECO. WOOD TRELLIS MEMBER 4X6, PAINT AS SEL., ARCH. TO APPV. 15 CURVED SLIDING DOOR SYSTEM, FIELD VERIFY RADIUS. ARCH. TO APPV. SHOP DWGS. PRIOR TO FABRICATION 16 CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE )JECT NAME GUIDA RESIDENCE TUS CDP r /1 o E V J N p � U N U � N ¢� U � W N L - � U ca m = U o0 U a _ c7 3 Z 3 O � Q > o v 0 0 z N� Q E � r M W uj z Lu 0 U) uj DOCUMENT VALID UPON ORIGINAL SIGNATURE m mN m O = Q z L = O -=oo r z m o Z P a¢ X 10 'mz20 ma �ivyaS'o 2 y=(6 O a O) O N N ,.�( U�W.�r°c mmE 06 a m a I_uH.5 aoao V) NU- U m 2 O n m m m d m a O o m Z LLJ = O a TL m 6 N a 5m6.-6 `I.ma �m-mo O �_a aZ c Nm �= ZQ mQm.Em m Dam Tp�N O WNi L pmmn.crm3 Z O.� O.~ > W �a=m3 mmm o mora LL1 m 0 ,3, 0m` U- C m m Ea dam N V J Q O=m m LL J O.a«U Wl 2:5jS T m y = d._ C O Q d a O W L A L m m x m a m o LE _ LL cdm-m.O 0 uj w m mm �0 �ma E2S m U m O O W 0 Tw m '00is. ._1 crr Q aim -mm_-- m._ U= m=w N U m 0 =U � U C m c a a 2 W C HooaQ w�Q� REVISIONS NO. REVISION DATE JOB NO. 17-501 DATE 1/10/2018 SHEET NO A-4.0 1 MAX. RIDGE HEIGHT________ NU 40.54' CNB. FLAT ROOF MAX. MAX PITCH ROOF PER-HOA---- 37.28' ERHOA--__37.28' rh TOWER ROOF PLATE 32.48' n MASTER SUITE ROOF (TYP.) v 32.31' SECOND FLOOR T.O.S. _ _ _ 23AE SECOND FLOOR PLATE(P-) 22.40' AVERAGE TOP OF CURB ______ _ 13.28' ------ ---- GRADE PLANE ---------------------- ------ 11.54' FIRST FLOO�T.O.S v 10.40' PROJECT NAME GUIDA RESIDENCE STATUS CDP r /� o E V J coo O N U U � U LuN d � L y U = U t0 0 U N O R A-5.0 A-5.1 A-5.0 21 Q AD -1 MAX. RIDGE HEIGHT ------------------------------------------------------------------------------------------------------------------------- c 3 --------- --------------------- ---- 40.54' O_ m- 37.21' 36.41' 37.28' 37.15' 37.28' 37.15' c CNB. FLAT ROOF MAX. HT. CERT. REQ'D. N 4 HT. CERT. REQ'D. �IIFHT. CERT. REQ'D. HT. CERT. REQ'D. HT. CERT. REQ'D.' . ! ` _-- MAX PITCH ROOF PER HOA z < v A-3 0 u 61/ 1 37.28' 7 8 i 3 56 2 i 1 55 m 2 A-5.1 jk - MAX. RIDGE HEIGHT_________ ----------------------------------- -------------------------------------------------------------------------- 40.54' CNB. FLAT ROOF MAX. MAX PITCH ROOF PER HOA 37.28' ---- ROOF PLATE TYP. 32.65' FRONT ROOF PLATE LTYP.)�111_ 32.15' O N Q SECOND FLOOR T.O.S. v 23.48' - - - �SECOND FLOOR PLATE (TYP.) _ 22.40' UPPER FIRST FLOOR T Q U _ 13 90'_- 7 AVERAGE TOP OF CURB r 13.28' GRADE PLANE_____________ 11.54' ---- FIRST FLOOR .O. 10.40' a A-5.1---------------- 2 A-5.0 21 AD -1 _ TOWER ROOF PLATE 32.48' MASTER SUITE ROOF (TYP.) n 32.31' _ _SECOND FLOOR T.O.S. n 23.48' 1 SECOND FLOOR PLATE-CTYP.) n 22.40' __ J AVERAGE TOP OF CURB ---- 13.28' ------ _________GRADE PLANE' FIRST FLOORO.S.) n 10.40'-C/ I 11= Ei REAR ELEVATION - SOUTH 1/4" = 1'-0" F7. RIGHT ELEVATION - WEST U1/4" = 1'-0" MAX -RIDGE HEIGHT 40.54' CNB. FLAT ROOF MAX. MAX PITCH ROOF PER HOA --- 37.28' ROOF PLATE LTYP.E 32.65' TOWER ROOF PLATE n 32.48' MASTER SUITE ROOF TYP. ' 32.31 _SECOND FLOOR T.O.S. d::� 23.48' �-1 _SECOND FLOOR PLATE JTYP.) 22.40' _ ----AVERAGE TOP OFCURB� 13.28' ----____---GRADE PLANE 11.54' FIRST FLOO O.S.) n 10.40'-C/ KEYNOTELEGEND 1 WOOD SHINGLE SIDING PER DETAIL 5/AD-1 2 DECO. WD.PANELING - PAINT GRADE -COLOR AS SEL - 3 WOOD SIDING - REF. MATERIAL SCHEDULE A-6 4 BRICK VENEER - REF. DTL. 8/AD-1 & MATERIAL SCHEDULE 5 COPPER METAL ROOFING - REF. MATERIAL SCHEDULE 6 COPPER GUTTER - SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH - 7 DECO. WOOD TRIM'BELLYBAND' - PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 8 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 9 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 10 DECO. WOOD TRELLIS MEMBER 4X6, PAINT AS SEL., ARCH. TO APPV. 11 DECO. WOOD TRELLIS MEMBER 6X8, PAINT AS SEL., ARCH. TO APPV. 12 DECO. WOOD TRELLIS MEMBER 8X10, PAINT AS SEL., ARCH. TO APPV. 13 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) 14 GABLE VENT - CUSTOM COPPER VENT, APPX. 2" SLATS PAINT TO MATCH EXT. - PROVIDE WIRE MESH PER ATTIC VENT NOTE ON ATTIC SIDE 15 DOWNSPOUT -COPPER- AS SEL. (ARCH, TO APPV.) 16 CURVED SLIDING DOOR SYSTEM, FIELD VERIFY RADIUS. ARCH. TO APPV. SHOP DWGS. PRIOR TO FABRICATION 17 CONCRETE STEPS ON GRADE - REF. CIVIL DWGS. 18 CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE NOTE: THE AIR CONDITIONING UNITS MUST NOT BE VISIBLE FROM THE STREET OR PUBLIC WALKWAY. Q Q U � � 2 00 2 �Om � = ry z 060 LuM Z 2 >> > > co co W O O)ooZrn U) W ('7 Q0 Q0 (N C) cy) D Q OU O= oa J LLJ Q m O LL] Z DOCUMENT VALID UPON ORIGINAL SIGNATURE 1 NO. I REVISION I DATE 1 JOB NO, 17-501 DATE 1/10/2018 SHEET NO A-4.1 N C ZQ g R °O ZO Z c L A 9 P T C Z �m Ol C 0 d L m n Q m N N D a L O T osa N ma N (n D! O N- N C,6 C C °c U W m'C m @ E n ui t=.50 m ° dO o F- _ 2 N mto. -w z0z W�U ~O a t O n N n = D - N X N O 0° m m v U m O a -to c m y m@ a. Z <z z 09� Tp�N O NL pmmn.�Lm3 Z N w TH m > W t t N m n "O m� m m J O 9 U- C J `o o a m d ui '6 O E 2a Q° O N 5 O N (� U O 2, O 16 LL NOO9dxO Lo fC ry tdom mw E2 ti= 'nr0oK-Ot U C u NN.- O f- O E!E om,EmvLL1 rmN$-0 o`_° �,`o_wo.Cwd w o,�.-U m O U W 2 0 0 N E J - Q REVISIONS 1 NO. I REVISION I DATE 1 JOB NO, 17-501 DATE 1/10/2018 SHEET NO A-4.1 OO O3 3.8 O4 5 I � I I I I I I I I I I I I I I I I I I I I I I _ —_ O I oPy �yysr----------------- -- — - — - — - - - — - — - — - — - — - — - — - — - — - — - - - - I - - ' kF see i II L --- _--------- FFFI 1 6 I I I TYP AT I I SD_ FIREPLACE I I I I .y, 6 (E) BUTTRESS WALL WHERE ; OCCURS TYP I I I I I I I I I I I I I I s9d"iiIII' iIIIiIIII ��fiSsYF+q m A SIMAT ------ -----J NO WALL ry1 61 61 - - - - -- IIIIIII — - 6�---6, i ---- II ; 5- > III I I I I (N) CONC CAISSON III FOR SEAWALL REINF III ---- UNDER SEPARATE PERMIT TYP I I I I __________- I I I 91 i m I I C7 I I I I I I I I I y2Qff I I tissA I I � 'SS,SA (E) CONC SEAWALLFl I I I 1 TO BE REINFORCED s+si---- `------------------------ ----------------------- UNDER SEPARATE 1 PERMIT GB I T-���_�� I r----- - f----------- ------------- - 6461 lo�s O - - - - - - - - - - - -f— r - I -�---- - - - -- - - I I II II I GP9 aj1iI --------------- J 141 jfII1 --------------------------- Q+) IIiI'III GB 2 POOL & SPA BY OTHERS UNDER r ------i---- ----9+-7j-IIIIII IIIII m R SEPARATE PERMIT I II ; II !� I i II AI I Py50 G � O ��- I I - - - --. T--- ------------------- .2. ---------------------------- --� A TYP I ; I SD -2 I j I ! I I ; II 12' MAX EWA SAW CUT TYP AT GARAGE I I I I K TYP I I I I I I I YP 1 I I I I I I I ---------------------------------------1 I 1 1 J GB -7 -- I I - --—-- - - -_ �- --------------------------------------1 1 N I GS I I I I I I FF TYP AT SD -2 RET WALL I I I I I I I I I ! i BTYP AT 3-2 GARAGE ------------------------------------- --� r ------ I I I t I I O GB -5 9 I 4 I---------------------------------- --------- - - -----_ I 1 I ; 1 - - — - - - - f Yc I I I I 5" THICK CONC SLAB ON GRADE I OVER 2" SAND OVER 15 MIL I VAPOR BARRIER THAT MEETS I I ASTM E 1745 CLASS A,B,C OVER I j 4" THICK BASE OF 1/2" OR 1 i LARGER CLEAN AGGREGATE I AND A CONC MIX DESIGN WHICH I ?I5' j WILL ADDRESS BLEEDING, j I SHRINKAGE, AND CURLING W/#4 I ' j @12" O.C. EACH WAY CENTERED i I AT SLAB WIWIRE TIES SPACED @ MAX 4'-0" O.C. AT GARAGE ; I I I 1 I I j I j I I I I I I I I I I I i I d n I+Q+, GB-2 ------------� •-------- -------- r-� - ---I -� ---- - - - - -I I - - - - - 1 -1 - 1 I - 1 - Ir L ------------------J 7' cm L ----J L ----J L �y 1.6..1..6.. I I I I I I I I I I I � I I I 2 3 3.8 O4 FOUNDATIO SCALE: 1/4" =1'-0" N PLAN /1 NORTH l+0 6' Jr EL 6p O I I PL ---- +6 I � � T A 1 I I I I I I I I I I I I I I I I I I II i' I I � I I I I I I1 i I I I I I 1 I I I I I 1� I � I I I II I I CL OF G8 &HFX I I I 6+6 I O I I i I I I li I I I 'P lTI SD -2 I I � O I I I � I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I 1 I 1 I I I � I I I I I I 1 I I I I I ' I I I I II I I I CL OF GB & HFX I 1 I OJ0 I CR { • I III --- PL I I z 0 W O z NO.0 66947 m a � ti s�9 CIVA� OF CAOF7 10/23/2017 h _ r r a� (D LU 00 J z D W O co L) IL06IL J � w< 0- > w = 0 –) W Lo Z W M U z N W 0')z 0 U Q J 6 C/) _ U W om 0 �- Q Q J � Q 0 Qo z FOUNDATION PLAN NOTES LEGEND o Z LL 1. FOR DIMENSIONS NOT SHOWN, SEE ARCHITECTURAL DRAWINGS. INDICATES TYPE OF SHEARWALL WITH OPENINGS WITH MIN I,- Q > 2. FOR NOTES & INFORMATION NOT SHOWN ON THIS SHEET, SEE SHEET SD -0. 4xPOST & 1 OR 2 HOEDOWNS AT EACH END &REQUIRED p W O 3. FOR GENERAL NOTES, SCHEDULED & LEGENDS SEE SD -1 & SD -1A. • MINIMUM TOTAL LENGTH (Lt) &EFFECTIVE LENGTH (Le) PER \1 4. FOR CAISSONS PLAN SEE S-1.1. g N r � LU 5. FOR SECOND FLOOR FRAMING PLAN SEE S-2.4 o z Lu o d 6. FOR ROOF FRAMING, SEE SHEET S-3. 6' 10' SD -0 w z 3: U d 7. FOR SHEARWALL ANCHOR BOLTS, SEE SCHEDULE B/SDO.INDICATES TYPE OF SHEARWALL WITH MIN 4xPOST & 1 OR 2 m Q w 8. FOR WOOD STUD WALL ASSEMBLY, SEE WALL ELEVATION C/SD2A. � HOLDOWNS AT EACH END AND REQUIRED MINIMUM LENGTH (L) o 0 U 9. INSTALL STRAPS AT ALL WINDOWS AND DOORS CORNERS AT SHEARWALLS IN • PER ACCORDANCE WITH DETAILA/SD-2A, UNLESS LONGER STRAPS HAVE BEEN SPECIFIED ON PLAN. 3 SD -0 SHEET OF 7' �� INDICATES SEISMIC STRAP TYPE AND LENGTH 4OL=8' SD_0 PERSCHEDULE� S-1 �/-� INDICATES STEP DOWN/SLAB DEPRESSION. i� 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, NEMC 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 ITEM 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: ..... . .......................... COAST GEOTECHNICAL, INC. ADDRESS: ............................................................... 1200 WEST COMMONWEALTH FULLERTON, CA 92833 PHONE NUMBER: ............................................................(714) 870-1211 FAX NUMBER: ................................................. _......... (714) 870-1222 SOILS REPORT DATE: .....................................................JULY 20, 2017 SOILS REPORT JOB NUMBER: .........................................W.O. 532817-01 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. B. 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 OR NAVD88 DATUM. - I III I 6, lei III IIIII 11 w I III I 0 1 I I d - ft"111A 111,01i ifflgi,i I o''J" 1:4 014 � 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 14ON-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. B. 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. CONCLUSIONS AND REOMMENDATIONS - PER SOILS REPORTi FROM A SOILS ENGINEERING AND ENGINEERING GEOLOGIC POINT OF VIEW, THE SUBJECT PROPERTY IS CONSIDERED SUITABLE FOR THE PROPOSED CONSTRUCTION PROVIDED THE CONCLUSIONS AND RECOMMENDATIONS IN THE SUPPLEMENTAL GEOTECHNICAL REPORT ARE INCORPORATED INTO THE DESIGN AND PROJECT SPECIFICATIONS. SOLID SAWN MEMBERS AND GLU-LAM BEAMS 1. ALL WOOD -CONSTRUCTION FINGERS SHALL HAVE FRAMING THAT INCLUDES CROSS -MEMBERS THAT PROVIDE RIGID CONNECTION TO THE FULL-LENGTH STRINGERS. ALL CONNECTIONS SHALL BE MADE USING THRU-BOLTS. A) COMMERCIAL DOCK FRAMING: FOR INDEPENDENT LONG DOCKS THAT FLOAT FREELY AND DO NOT HAVE DOCKS AND/OR FINGERS ATTACHED FOR STABILITY, ALL PRIMARY LOAD CARRYING FRAMING MEMBERS SHALL BE FABRICATED FROM GLUED -LAMINATED BEAM CONSTRUCTION, TO PREVENT WARPAGE OF THE MAJOR MEMBERS, CONTRIBUTING TO DOCK INSTABILITY. 2. ALLOWABLE STRESSES FOR HARBOR STRUCTURES SHALL NOT EXCEED THOSE STATED IN THE "CALIFORNIA BUILDING CODE". 3. TIMBER USED FOR WALKING DECKS SHALL HAVE A MINIMUM NET THICKNESS OF % INCHES. 4. TIMBER FOR WALKING SURFACES SHALL BE DOUGLAS FIR, SELECT STRUCTURAL. SAWN TIMBER FOR OTHER FRAMING MEMBERS SHALL BE DOUGLASS FIR, No.1 MINIMUM. 5. GLUED -LAMINATED TIMBER SHALL BE DOUGLASS FIR 24F -V8, INDUSTRIAL GRADE FOR APPLICATION IN WET ENVIRONMENT. FABRICATION SHALL COMPLY WITH PRODUCT STANDARD PS 56-73, "STRUCTURAL GLUED LAMINATED TIMBER". 6. WALKING SURFACES SHALL HAVE A NON-SKID FINISH AND BE MAINTAINED PERIODICALLY OR WHEN WORN AND UNSAFE. TREATED TIMBER DECKING REQUIRES NO FURTHER NON-SKID FINISH. 7. DIMENSIONAL LUMBER IS NOT REQUIRED TO BE PAINTED. HOWEVER, IF THE APPLICANT CHOOSES TO PAINT, SUCH PAINT SHALL BE MAINTAINED TO GOOD CONDITION AND APPEARANCE. 8. PLYWOOD UTILIZED WITHIN DOCK FRAMING SYSTEM SHALL BE EXTERIOR GRADE MATERIAL. PLYWOOD SHALL NOT BE USED AS THE WALKING SURFACE FOR A DOCK SYSTEM, UNLESS THE PRODUCT CAN BE DEMONSTRATED TO THE CITY OF NEWPORT BEACH BUILDING DEPARTMENT THAT IS PROVIDED WITH A FACTORY -APPLIED PROTECTIVE, NON-SKID WALKING SURFACE THAT WILL BE DURABLE AND HAS A PROVEN PROCESS FOR PATCHING AND TOUCH-UP. INTERNAL PLYWOOD MEMBERS SHALL BE PROVIDED IN SUCH A MANNER THAT WATER CAN BE EASILY CONVEYED OFF THE TOP SURFACE OF THE PLYWOOD AND NOT POND OR GET TRAPPED, LEADING TO EARLY DETERIORATION AND DRY ROT. 9. WEIGHT OF TREATED DOUGLAS FIR SHALL BE ASSUMED TO BE 35 POUNDS PER CUBIC FOOT. 10. ALL TIMBER SHALL BE MARKED WITH THE APPROPRIATE GRADE OF MATERIAL AND PRESERVATIVE TREATMENT, OR MAY BE SUBJECT TO REJECTION BY THE CITY INSPECTOR. 11. WOOD PRESERVATIVE FOR TIMBER: A) ALL TIMBER PRODUCTS SHALL BE COATED WITH PRESERVATIVE TREATMENT TO RETENTION LIMITS RECOMMENDED BY THE AMERICAN WOOD PRESERVERS ASSOCIATION STANDARD M4 "STANDARD FOR THE CARE OF PRESERVATIVE -TREATED WOOD PRODUCTS" AND AWPA STANDARD C2 "LUMBER, TIMBER, BRIDGE TIES & MINE TIES - PRESERVATIVE TREATMENT BY PRESSURE PROCESSES". B) CURRENT STATE AND FEDERAL ENVIRONMENTAL REQUIREMENTS AND GUIDELINES FOR THE TYPE AND APPLICATION OF PRESERVATIVE TREATMENTS WILL BE STRICTLY ENFORCED. C) ALL LUMBER MUST BEAR A STAMP BY THE AMERICAN LUMBER STANDARDS COMMITTEE FOR CONFORMANCE TO THE AMERICAN PRESERVERS ASSOCIATION STANDARDS. D) FIELD CUTS AND BORED SHALL RECEIVE FIELD -APPLIED PRESERVATIVE TREATMENT IN ACCORDANCE WITH BEST MANAGEMENT PRACTICES. PRESERVATIVE TREATMENT CHEMICALS SHALL NOT BE ALLOWED TO ENTER HARBOR WATERS. 12. ALL BOLT HOLES IN WOOD MEMBERS SHALL BE A MINIMUM OF Y3Z' TO A MAXIMUM OF KB' LARGER THAN THE BOLT DIAMETER. WOOD MEMBERS WITH HOLES NOT MEETING THE ABOVE CRITERIA SHALL BE REMOVED AND REPLACED. STEEL 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50 OR A992 WITH F = 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. 8. 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. 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 CBC CHAPTER 19, 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 -%" 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 INFORMATION 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 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 ROOF BEAM TS ............... CEILING JOIST ...............FINISH F.J. FLOOR JOIST CL CENTER LINE .............. TOP OF SLAB ................. CLG .............. CEILING FLG .............. FLANGE 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 CONIC .......... 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 DIAPH ......... DIAPHRAGM HGR ............. HANGER DIA ............... DIAMETER HK. .............. HOOK DIM ............. DIMENSION HORIZ .......... HORIZONTAL W.W.F. .......... WELDED WIRE FABRIC H.P. ............. HIGH POINT 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 1Y2% 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. B. 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. NAILING AND FASTENERS 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. 1. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM BENDING YIELD STRENGTH OF Fve = 90,000 PSI, U.N.O. 2. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 3. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1Y2" PENETRATION INTO THE FRAMING MEMBERS. 4. 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. 5. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 6. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: A) MECHANICAL ANCHORS SHALL BE HILTI KWIK BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 B) ADHESIVE ANCHORS SHALL BE HILTI "HIT-HY 200 MAX -SD" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -3187 OR 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 %" DIAMETER AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. HT ............... HEIGHT OFF ............. OFFICE T.F. ............. TOP OF FOOTING H.S. ............. HIGH STRENGTH OPNG ...........OPENING 00 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 OF GIRDER IN INCH P.C. PIPE COLUMN O 00 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 T.O. ..............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 STEEL K.O. .............. KNOCK OUT P,T. ............. PRESERVATIVE TREATED .......... TOT ..............TOTAL L 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 TYP •.••••,•...•• TYPICAL LONGIT ........ LONGITUDINAL REV ............. REVISION U.N.O.......... UNLESS NOTED OTHERWISE L.P. LOW POINT R.J. ROOF JOIST VERT ........... VERTICAL LT ............ LIGHT RM .............. ROOM V.I.F. ........... VERIFY IN FIELD MATL .......... MATERIAL R.O. ............. ROUGH OPENING / .WITH MAX ............ MAXIMUM SCH ............. SCHEDULE WD ,,,,,,.,..,,.. WOOD M.B. ............ MACHINE BOLT SECT ........... SECTION W WIDE FLANGE MATL MATERIAL SH TG ........... SHEATHING W/0 •••••••••,•• WITHOUT MAX ............ MAXIMUM W.P. •••.••••••••.•. 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.0. .... 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 PLATE OR PROPERTY LINE O.0 . .............ON CENTER S .............. STEP IN FOOTING 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#. 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) :........... NON -CONTINUOUS. B) INSPECT SHEET PILE FOR LENGTH & DAMAGE : .................NON -CONTINUOUS. C) T & G LOCKING OF PANELS : ................................................ NON -CONTINUOUS. 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. .` H `. c a °v° "� 4 W°rd a \I s m€ I7 --w `s ,aE°°o a r° L 4"' qA'a <a (rdo S 1i -le t',a(do �. c`° - . -e NOd b on 6 � a" s v s r ` e` ° � lido Isle 'i ,' y , 9 a s > - R_. tri /io Y'�.._ 5 �c?p� Sodd 3T - sat skaa i d a- a o y q L,a,"o ti s°Ua . , PROJECT ,%o/ - SITE Magna Pa AccommuN, Ame!ica".,ag,j-°n, Center/Seilingeenter , Newpotl Hamori o.M1 O American Legion e WBay Ave is Blvd Yacht Club -- W Balb°a Blvd 6 .... . Chnst church by the Se VICINITY MAP SCOPE OF WORK: 1. ADD CAST -IN-PLACE CONCRETE CAP TO THE EXISTING SEAWALL. 2. REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE -BACKS CONNECTING EXISTING THE SEAWALL TO NEW CONCRETE CAISSONS. 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". LJ a 0 (n z 0 Cn > w of rN * I - z a 0 3_ IL a w 0 U LL] 0 LLJ 01-1 0 0 Q J >J U) No.0 66947 � w CC OF 7o� 01/03/2018 • V�y o N Cq w E � 8 ai Cq rj Ig, Lr - FC _�Zr i� ��t-- a U j ry ti O r�� It- - ani oA + 6 P, 0.2U ga �.9arg JU r 07 cu a 0 Z) w J j 06 = O * M (D (D N U 0 _ 0 U Q W QCo J 0� Q 0 W O Lo Z M Q0 N Q U 0 2 ::) U Ur^) Q LU VJ Om J 0� Q0 i> r W Lon Z Il 2 U_ > 06 U) W O J IrW W 0 fY Ir (n z 1- n w 0 U M M I - > O O 00 O ft� (N O-) D_ W � O o LJ 0 Z 0 IZ Y 1 O 00 0 U SHEET OF .�1 co co 0 (E) BLOCK WALL TO REMAIN UNCHANGED PROPERTY LINE SITE PLAN/CAISSONS LAYOUT SEAWALL ELEVATION I I I I --------------- --------------� I I I I I I I I I I r --J 41-0" ± FF (T.O.SLAB) = 10.40' (E) BUTTRESS WALL WHERE OCCURS TYP N) BLDG UNDI '3EPARATE PE ------------- I ------------- (N)1 "0 DYW IDAG THREADED TIE -ROD, TYP (TOTAL OF 5) I V FOR SEAWALL I ELEVATION (N) CAST -IN-PLACE CONC -/ CAP ATOP (E) SEAWALL K I TYP () E PLATFORM cuI a 1T-6" ± 4'-91/2" ± 15'-1 114"± 15'-1 1/4"± I I I I ---------------------1 r I I I I I 4'4 T I I I I '± I I I I I I I I I I I I I I ----------------- J C) I � � I � ' --------------------� r___________________� I I O I I I I W I I I - I I I I O I (3) I I I I N I I I I I I I I I I I I I I I I I I I I I I I I I I I I Z I I I ______________�__-------------------- I N72031'00"W 69.99' 1 I 15-11/4" ± POOL & SPA UNDER SEPARATE PERMIT 16-11/4" 4'-91/2"± (E) BLOCK WALL TO REMAIN UNCHANGED PROPERTY LINE (N) 24"0 CONC CAISSON W/ (9)#8 VERT & #4 CLOSED TIES @ 6" O.C. TYP MIN CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES W H 0 1. STRUCTURAL OBSERVATION 15 REQUIRED FOR THIS PROJECT IN 7 IF THE CITYS FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL OR STAGE OF CONSTRUCTION WREN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS AMR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION COMNECTpNSTO BE OBSERVER _ ❑ FOOTINGS, SLAB FOUNDATION, ANCHORS 7 O gs ACCORDANCE WTTH CBC 1710. STRUCTURAL OBSERVATION IS THE VISUAL 0 J OBSERVERS LETTERHEAD. STATE SITE ADDRESS, PLAN CHECK & PERMIT ❑ CAISSON. PILE. GRADE BEAM • - I` STEM WALL, CAISSONS ®�' PRIOR TO POURING CONCRETE &AFTER TIE -BACKS INSTALLATION IS COMPLETED rn J OBSERVATION OF THE STRUCTURAL SYSTEM BY A LICENSED DESIGN _ O Lo NUMBERS. STAGES & ELEMENTS OBSERVED DATE OBSERVED. & COMPLETE ❑ CONCRETE r O ❑ MASONRY r z e PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED c CONTACT INFORMATION FOR STRUCTURAL OBSERVER. Lu ^7 ❑ OTHER: Lb Z w ° z CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED. ❑ CONCRETE MOMENT DRAW o L7 MASONRY WALL FRAME za e 0 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE a :� SHALL INCLUDE THE LICENSE STAMP & SIGNATURE OF THE STRUCTURALO ❑ CONCRETE U ❑ STEEL DECK "o REWIRED NSPECTIO14S BY THE CITY OF NEWPORT BEACH. OBSERVER RESPONSIBLE FOR THE PROJECT. FINIAL ® FINAL OBSERVATION& REPORT 0 L4 H 3, THE OWNER SHALL EMPLOY A LICENSED 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 OWNERS REPRESENTATIVE PROJECT CONTRACTOR. AND THE BUILDING Z 0z OBSERVATION REPORTS INSPECTOR. 0 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REWIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR w 5. THEREQUIRED SIR VISITS SHALL AT A MINIUM INCLUDE THE FOLLOWING. ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR W 3 $ a A OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE p„' 0 gb POUR: STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION B. OBSERVATION OF BULGING FRAMING PRIOR TO CALUNG FOR THE CRY DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE LEEN OF NEWPORT BEACH'COMPLETE FRAMING INSPECTION'. AND. CORRECTED. C FINAL OBSERVATION OF THE COMPLETED STRUCTURE 12, FINAL INSPECTION OR OTHER ACCEPTANCE OF THE STRUCTLRAL SYS TEM IB� ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN BY THE CHIEF BUILDING OFFICIAL. OR DESIGNEE WILL NOT OCCUR UNfL THE 3 ENGINEER OR STRUCTURAL OBSERVER. FINAL STRUCTURAL OBSERVATION REPORT IS RECEIVED ys$ 6. THE STRUCTURAL OBSERVER SHALL PREPARE A STRUCTURAL OBSERVATION 13. THE LICENSED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE SHALL e REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE A NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT' FORM. OR A STRUCTURAL SYSTEMS. REVIEW & APPROVAL OF SUCH CHANGES BY THE g T SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL CHEF BUILDING OFFICIAL. OR DESIGNEE SHALL BE OBTAIN BY THE DESIGN Alla OBSERVATION REPORT. PROFESSIONAL ANDOR CONTRACTOR PRIOR TO INSTALLATION ARDOR e CONSTRUCTION OF SAD CHANGES. STRUCTURAL OBSERVATION SCHEDULE Z SITE ADDRESS: 501 VIA LIDO SOUD TO BECOWLETEOBYTHEWS-10—IdNEER, AND INCLUDED ON THE CONSTRUCTIOAGRAWINO& BASED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS ANDIOR CONNECTIONSTRAT REOUI E STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION WREN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS AMR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION COMNECTpNSTO BE OBSERVER _ ❑ FOOTINGS, SLAB FOUNDATION, ANCHORS 7 O W m O MAT FOUNDATION, PRESTRESSED CONC. SLAB 0 J (Y ❑ CAISSON. PILE. GRADE BEAM • - I` STEM WALL, CAISSONS ®�' PRIOR TO POURING CONCRETE &AFTER TIE -BACKS INSTALLATION IS COMPLETED (n &TIE -BACKS _ O Lo W Z ❑ CONCRETE r O ❑ MASONRY r J 0 WOOD OR MANUFACTURED SHEAR PANELS c J d Lu ^7 ❑ OTHER: Lb Z cn 0 STEEL MOMENT OR SPACED FRAME a > > O of ❑ CONCRETE MOMENT DRAW o L7 MASONRY WALL FRAME za Wa 0 ❑ OTHER: a :� L) ❑ CONCRETE U ❑ STEEL DECK g S ❑ WOOD ❑ OTHER: FINIAL ® FINAL OBSERVATION& REPORT P APPLY DETAIL SW -2 AT THE ENTIRE PERIMETER OF ANY EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIAONCE WITH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET SW -0. 3/16" = V-0" Q NOTE: VERIFY ALL ELEVATIONS 3/16" = 1'-0" V No.0 66947 'O a � SSP/l 01/03/18 • _ LuoO r � r 7 O W m U_ CL J 06CL 0 J (Y z • - _f, � L � L r (n Z � 0 —) _ O Lo W Z rfi r O f r J Q c J d Lu ^7 a Lb Z M O Q N N 0 O U (D C) _ LuoO U J F- L 7 O W m U_ CL J 06CL 0 J (Y z > d Of LU U (n Z � 0 —) _ O Lo W Z Lu U Z Lu 0 w Q D 0 00 0 N M O Lu O 0 Z DO � O SHEET OF O Q M O ,J O U) Z 0') Q O U (n _ (n OQ Q Om Z 2 1— Q J 0� QO J d Lu W Lb Z cn co a > > O of r o za Wa 0 a :� L) U OF ss 4s Ui 3� (N) FINISHED o SURFACE BY (N) GUARDRAIL g� OTHERS£ �m €d (N) GUARDRAIL SEE /� (N) FINISHED z ti w =a z (N) CONC — _ _ _ SURFACE BY OTHERS og j — 4 )# 4 CLOSED CAP �—III—III ( z !=1=111= " TIES @ 2O.C. - o o gk sz s s in ac o oSLOPE PER CIVIL >a w a f T.O. CAP ELEV=+10.4'±NAVD88 o � N l (N) CAST -IN-PLACE CONC CAP " Il, illllillllii a Sea (E) CAST -IN-PLACE CONC SEAWALL (E) MUDLINE + I. — (N) POOL AND �a§ La SPA BY OTHERS, o z a a a aWHERE OCCUR fill I� H ° a �—III—III-1 =1II=1I1- (N) TIE -BACK PER oQROFESS/l - a CLOSED TIES 4 _ 11=III=III-1 PLAN & DETAIL CENTER LINE OF CONN TYP —I it I\ I H ° ORISS0 F GAo F NOTTECOINSPLAN \ z QNo.0 66947 m w�� Io ° (E) DREDGE LINE/MUDLINE 8't \ \-------------- 70 r dv�c �! I 4 \\\` P�9TF CIV\ (E) SEAWALL —f °. B C I — ° OF CA0 II�II�I- a — Q 01/03/2018 I° °—I -- f III—III= 4" I.D. STD PIPE CONC CAISSON � p ° SLEEVES WELDED TOPER PLAN (N) REINFORCED r BEARING PLATES z ', CONC CAISSON, SEE CA IIIIIII- NON-SHRINK DETAIL�TYP a - TYP GROUT FOR FULL Ya a z PLATE BEARING TYPL2 o p DYPWIDAG THREADBAR 1" MIN m i!l % r RAPID SET PLANQ TYP a r NON -SHRINK GROUT z w P o I EXISTENCE OF - - - - (E) FTG AT h CD SEAWALL io ` L J Z - - - - - - p v w UNKNOWN. -PIP oo oo mo ro ✓o ° I. FIELD VERIFY P01 o-oo-n��� GROUT TUBES i r J a I DURING TYP `' r m o a CONSTRUCTION = r ° LOWEST TIDE ESTIMATED = (ESTIMATED) -2.5' M.L.LW. EXISTENCE OF (E) FTG AT SEAWALL I GROUT SLEEVE TYP ANCHOR NUT = UNKNOWN. FIELD DURING VERICONSTRUCTION 6 a .TYP 5' PVC SLEEVE OPTIONAL L_ - . - - - - - - - - - - - - COVER CAP WITH CORRUGATED PVC SHEATHING SHOP GASKET, SEE(DTYP GROUTED FULL LENGTH WITH THE FOLLOWING GROUT MIX: 1 BAG (94 LBS.) TYPE III PORTLAND A�,� CEMENT 4.5-5 GAL WATER BEARING PLATE CONC CAISSON 0.75 LBS. INTRUSION AID LS 1),2x10" SQ TYPTYP Q PER PLAN Q PER CAIS SONS F TIE -BACK TO CAISSON & WALL CONNECTION 1 1/2"=1•-0" H TYPICAL SECTION 1/2"=1'-0" K (D o NOTE ON PLAN = _ TYP W p Q z J w GALVANIZED BOLT Q O m 3" CLR SEAL CONT TOP RAIL :J D TYP WELD SUPPORTED BY Q -1 ED S 40 MINIMUM OF THREE STEEL PIPE GLASS BALUSTERS - ; IL >a -H Q p W a o -3 L Z SECTION 2 BAGS MIN. SANDBAGS, TYP MIN Y2" THICK FULLY TEMPERED BIRD PROTECTION GLASS PANELS WITH MIN Fb=14 KSI. CLOSED TIES El INSTALL CONT POLYVINYL PER CAISSONS NOTE ON PLAN b ; -, 1 \ �' CHLORIDE SETTING BLOCK AT Y2 " - =1 I' T- i - =. —1 DEEP GROOVE CENTERED AT TYPICAL SECTION TYPICAL ELEVATION CONC AND FILL ABOVE WITH "RAPID SET" OR "POR -ROC" TYP VERT REINF PER CAISSONS NON -SHRINK GROUT (N) FINISHED SURFACE NOTE ON PLAN PLAN BY OTHERS UNDER SEPARATE PERMIT W SANDBAG VELOCITY REDUCER DETAIL CONC CAISSON NOTES: m 2 U PER PLAN 1. ALL VOIDS WITHIN THE STEEL CAP SHALL BE FILLED WITH CORROSION N CLR TYP SLOPE PER CIVIL SECTIONINHIBITOR GREASE OR CEMENT GROUT. e Lu 2. CORROSION INHIBITOR GREASE SHALL CONFORM TO THE LATEST PTI MANUAL Q RECOMMENDATIONS, AND SHALL BE WATERPROOF, NON -CORROSIVE, AND NON -HARDENING SEALING COMPAUND. • N (N) CAST -IN-PLACE i LU (.0 3„ CONC CAP (2) #4 CONT T&B — _ — ro CV TYPICAL CAISSON REINFORCING 3/4"=1'-0" L COVER CAP DETAIL N.T.S. M VELOCITY REDUCER DETAIL N.T.S. N #5 ADHESIVE DOWELS 12" O.C. CENTERED AT WALL 6" EMBED & — U TURNED ALTERNATE AT 14Y2 0 ---------------- TOP AS SHOWN TYPb 5 U LulI— 0 Q Q TWO ROWS OF SANDBAGS a O m THREE BAGS HIGH ONE ROW OF SANDBAGS E CAST -IN-PLACE I a O - J TWO BAGS HIGH CONC SEAWALL a > — T E OF SLOPE Q > Q (N) REINF Lli W W SLOPE CONC CAISSON p U) Z 0 a PER PLAN Lo I a 00 1\ Q 0 a CURB FACE, --/ONE ROW OF a a O N 00 O O CC � WHERE OCCURS SANDBAGS F-- Lij 100' MAX TWO BAGS Ld HIGH a O o z o Y D �\ m a� w TOE OF SLOPE PROTECTION DETAIL v A 0 SHEET OF NOTE: THIS DETAIL SHALL APPLY AT THE ENTIRE PERIMETER OF ANY EXCAVATED NOTE: MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIANCE WITH ITEM 6 FOR INFO NOT SHOWN, SEE DET UNDER "EROSION CONTROL NOTES" ON SHEET S-0. W-2 R S TOE OF SLOPE PROTECTION N.T.S. T GUARDRAIL DETAIL V ss SECOND FLOOR OVERHANG PAVING,: RANDOM FULL -RANGE BLUESTONE OVER REINFORCED CONCRETE SUB -BASE FIRE PIT: BUILT-IN FIRE PIT WITH LORRAINE FULL=RAN6E BRICK VENEER EXISTING DECK ON. OUTDOOR FURNITURE: TO BE SELECTED POOL SPA: BUILT-IN WITH REINFORCEMENT PER STRUCTURAL EN61NEER WITH GUT BLUESTONE GOPIN6 OVERHEAD: SEE ARCHITECTURAL PLANS LEGEND ESTIMATED LOCATION. CONTRACTOR TO VERIFY IN FIELD. 10' 5. POOL -SAFE FENGIN6: 5' HIGH GLASS POOL -SAFE FENGIN6 WITHIN 10' REAR SETBACK TO BE LOCATED ENTIRELY ON THE PRIVATE PROJECT SITE. PROPERTY WALL: 646H GMU WALL WITH SMOOTH STUCCO FINISH TO MATCH HOUSE. POOL -SAFE 6ATE PER CITY CODE -------- I TRASH p p DW 11 _______ -------- L — J�_ I s. F.P. I TV IIIIIrr--III__III--1111''' I I I I I I o�S I I OI I -----------TN6€—�'--------- -- -- I --- ---- -----4--;---------- U d� I I I s</oN�o RS I ------------------------------------------- I I I I Ii I ' -- ---- ----- ---- ----- ---1----------------------------------------------------------- ---- ----- ---- ---- ----- ---- ----- - - -- r IF 3'- V " GUI BLgESTONE 90PI1 ( SPA 1 BAJA 6'x6' POOL 12.5' x 25' PLASTER:I 681610 H2O TILE: PARADISE ARROW 6RISES 5.5' I I I I f I I I 1 I DRS. I _ PA -�1;-`I--N�,D6,E-�1,-�1;-�1;-�1;-�1,-�1,' 10' I 121 " BBQ: BUILT-IN BBQ WITH LORRAINE FULL-RAN6E POOL -SAFE FENGIN6: BRICK VENEER 5' HIGH GLASS POOL -SAFE FENGIN6 WITHIN COUNTERTOP: GREY HONED GONGRETE 10' REAR SETBACK TO BE LOCATED OVERHEAD VENTILATION ABOVE BBQ T.B.S. ENTIRELY ON THE PRIVATE PROJECT SITE. LEGEND DAPT 'POOL6,UARD' DOOR ALARM. INSTALL PER EXISTING 6A5 LINE END MANUFAGTURER'S SPECIFICATIONS 8 CITY CODE REOUIREMENTS PROVIDE PROTECTED 6FG1 110 OUTLETS FOR EXI5TIN6 DOWN SPOUT LOW VOLTAGE LIGHTING TRANSFORMERS, IRRI6ATION TIMER AND FOUNTAINS a EXI5TIN6 HOSE BIB OEXI5TIN6 TREE TO REMAIN =E) EXISTING ELECTRICAL OUTLET EXISTING TREE TO BE REMOVED 8 EXISTING BACK FLOW DEVICE PROPOSED ARCHITECTURAL POTTERY ® EXI5TIN6 DRAIN PROPOSED SHOWER P UTILITY BOX PA PLANTING AREA F -1 EXI5TIN6 HARDSGAPE TO BE REMOVED L__J PROPOSED MULTI -TRUNK TREES '' PROPOSED HEDGE PROPOSED SINGLE TREES R. I 1 ! ------- --------------------- I I I I I ------------------------------------------------- I____________________________________. I GAME TABLE B. PANTRY Ir - I I STORAGE � ART BLUESTONE SLAB STEPS ' ELEV. ART 2 -CAR GARAGE ------------------ - - STORAGE- - I I I BENCH MAIL I � I I I - +— I ; I I I I I -- UP I W I � I J -- ----(OPEN i i C I I I i I � I I I i i I -T i i i i PANTRY h I I ---i I I I I I T I I I I I I I I STORAGE � ART BLUESTONE SLAB STEPS ' ELEV. ART 2 -CAR GARAGE ------------------ - - STORAGE- - I I I BENCH MAIL I � I � I FOYER_ -- UP I I � I J -- ----(OPEN i i i i i TO ABV.) 1 i i i i i i i i i i UP I � I I I Z I I � I J I I I I � I I ' 1 J 2 -CAR GARAGE: o I I a I I I I I I I I I I I i z F t I I I I I I r a ! GAME ROOM i I I I I I H -+— I I I I Z I I FL I I s ' m , I I n I I �I I TV F.P. EXTEND 6AS LINE TO FIRE TABLE CUSTOM FOUNTAIN WITH SUBMERSIBLE LOW VOLTA6E UV PUMP, TO MINIMIZE SOUND FOR NEIGHBOR. CONTRACTOR TO PROVIDE 6FC1 OUTLET AND DEDICATED FILL VALVE ATTACHED TO IRRIGATION CONTROLLER. RUN TIMER FROM 8AM TO 8PM. 811 NOTE ALL POTTERY TO BE DRIPPED, DRAINED AND SLEEVED FOR LOW VOLTAGE L16HTIN6 FROM BOTTOM OF POT. REVIEW DIMENSION PLAN FOR POTTERY LOCATIONS (POT DIAMETERS NOTED). ALLOW 211 D15TANGE BETWEEN POTTERY RIM AND WALLS WHEN DETERMINING STUB & DRAIN LOCATIONS. PROVIDE ADEQUATE SLEEVING PRIOR TO HARDSGAPE INSTALLATION. PWDR. IMPORTANT NOTICE: SECTION 4216/421-1 OF THE GOVERNMENT CODE REQUIRES A DI6 ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR D16 ALERT I.D. NUMBER GALL UNDERGROUND SERVICE ALERT TOLL-FREE 1-800-422-4133. GALL TWO WORKING DAYS BEFORE YOU D 16. r.� STAIRS I I I I I ------------------------------- I I I I Z I � I m m J 2 -CAR GARAGE: o I I I N LL I I I I I I I i I I CLR. BLUESTONE SLAB STEPS OUTDOOR SHOWER TEAK MAT NOTE STONE LAYOUT PROVIDED IS A REPRESENTATIONAL SCHEMATIC,. CONTRACTOR TO PROVIDE LAYOUT IN KEEPING WITH ILLUSTRATED CONCEPT. DO NOT GUT STONE. NOTE THIS IS NOT A SURVEY. BASE PLAN PROVIDED BY THIRD PARTY. CONTRACTOR IS TO VERIFY BASE PLAN AND DIMENSIONS IN THE FIELD AND NOTIFY DESIGNER OF ANY D I SGREPANG I ES. PA I PROPERTY WALL: 6' HIGH GMU WALL WITH SMOOTH STUCCO FINISH TO MATCH HOUSE. qpe . 'o� POOL -SAFE 6ATE PER s CITY CODE MOLLY WOOD GARD EN DES I G N 1660 Orange Avenue Costa Mesa, CA 92627 PAVING: P 949.548.1611 RANDOM FULL-RAN6E F 949.548.8557 BLUESTONE OVER REINFORCED www.mollywoodgardendesign.com CONCRETE SUB -BASE GOBBLE STONE BAND I N6 POOL -SAFE GATE PER CITY CODE STAMP: w U z M LU 0-0 N O 0 LU J V f0 rl L QLr) > V REVISIONS: DRAWN BY: 5. GAPALNA GHEGKED BY: M. WOOD DATE: 12.212017 SCALE: 1/4" 1'-0" SHEET TITLE: HARDISGAPE PLAN SHEET NO.: L G 315 5 4 °8 'o G+— - .; o Z I On y 1 � Fs�Aiwca co MOLLY WOOD PL o _ ]DDOC C o �_ C ] 6 -�00 I. GMU GONSTRUGTED FIRE PIT WITH BRICK VENEER FINISH. GARDEN D E 5 I G N PER PLAN USE FULL-SIZE BRIGK FOR GAP, I/2" REVEAL. USE BRIGK CORNER PIECE AT ALL CORNERS. SEE 1660 Orange Avenue Costa Mesa, CA 92627 3 HARDSGAPE PLAN FOR BRIGK TYPE. L7I]DDOC C C ]C 000 g.. 000 0 000 g 2 2. GERAMIG FIREBALLS BY MOLLY WOOD GARDEN DESIGN. P 949.548.1611 ]DDOC �p SEE HARDSGAPE PLAN FOR SIZE. F 949.548.8557 �� �� 8 � N I 3. STAINLESS STEEL BURNER / FIRERING. www.mollywoodgardendesign.com 8 21-611 6' 4' 21-611 4. GAS LINE. AGGESSORI ES ELEVATION BBQ/ BAR OVERHAN6 ELEVATION 1 = 5. 4" DRAIN. TIE IN TO LANDSCAPE DRAINAGE SYSTEM. F.S. l 6. LAYER OF GRAVEL FILLER. %���1�!!' I , , , , 7. MIN. 2 OF PUMICE. Wb. ADJAGENT PAVING. SEE HARDSGAPE PLAN FOR TYPE. g. GAS SHUT OFF VALVE WITH KEY. OIL RUBBED BRONZE FINISHED HARDWA-RE. LOCATE TO FACE BACK 4 6 II IO PROPERTY LINE. I. 36" STAINLESS STEEL FIREMAGIG ECHELON (MODEL # E7gOi - M s 22"X56911910. MINIMUM OF 12" WIDE AND 12" DEEP STANDARD ° ° A4 2. STAINLESS STEEL DOUBLE AGGESS DOORS (MODEL # 538345), GONGRETE FOOTINGS. o LU 5 4 GENTER BELOW BBQ. mo a ° = 3. 24" STAINLESS STEEL FIREMAGIG OUTDOOR REFRIGERATOR 11. GOMPAGTED SUB -GRADE. ,t ° ° a a ° ° a d (MODEL # 3588-DR) Q :3O> >< a d ° — a _ °_ _ a 4. COUNTERTOP: 2" THICK HONED CONCRETE TOP. I" OVERHANG AT NOTE: MINIMUM O 12" WIDE AND DEEP FOOTINGS O ALL EDGES, EXCEPT 12" AT BAR STOOLS. DOLOR: MWGD GREY. MINIMUM FROM METER. �� 5. GMU BLOGK GONSTRUGTION WITH RUNNING BOND WITH BRIGK E 2" GAS LINE TO BE PULLED U d rn 4°. dd a a. d I VENEER FINISH. FINISHED GOUNTERTOP HEIGHT TO BE 38". SEE O � 9 ° ° � ° SID E4 � j..a � HARDSGAPE PLAN FOR BRIGK TYPE. ° a °p ° d d a a 6. IIOV GFGI PROTEGTED, REGE55ED ELEGTRIGAL OUTLET. V ® a rn rn °i ° 7. STAINLESS STEEL FIREMAGIG TRIPLE ENCLOSED DRAWER LU J ° ° d ° �I (MODEL # 53803) y ro d O O °a _ A Ln 0- I C) Q) /4 2'-6 " 01 6' PLAN VIEW SCALE: 3/4" = I'-0" SCALE: 3/4" = I'-0" I. BUILT-IN BBQ: PLAN V I EN ELEVATIONS 2. T'I'P. FIRE PIT SEGT I ON REVISIONS: DRAWN BY: 5. GAPALNA GHEGKED BY: M. WOOD DATE: O.OcUOI7 NO SGALE STAMP: SHEET TITLE: LANDSGAPE DETAILS SHEET NO.: LCI -2 315 211 211 611 I.5 1211 VAULT GROSS SEGTION SCALE 1-1/2" = 1'-0" ar=c. I 1 v1v LEGEND: I. ADJAGENT PAVING. SEE HARDSGAPE PLAN. 2. RETRAGTABLE POOL COVER VAULT AGGESS PANEL. 3. RETRAGTABLE POOL DOVER TRACK. GONTRAGTOR TO INSTALL PER MANUFAGTURE'S INSTRUCTIONS. 4. (b" HIGH STRIP WATERLINE TILE. SEE HARDSGAPE PLAN. S. POOL GOPIN6. SEE HARDSGAPE PLAN. 6. PLASTER. SEE HARDSGAPE PLAN. 7. POOL/SPA BOND BEAM PER STRUGTURAL ENGINEER. SEE DETAIL INSERT. 8. RETRAGTABLE POOL COVER VAULT. GONTRAGTOR TO PROVIDE ELEGTRIGAL AND DRAINAGE. GONTRAGTOR INSTRUGTIONS. SEE DETAIL INSERT. ci. GOMPAGTED SUB -GRADE, REFER TO SOILS REPORT. TO INSTALL PER MANUFAGTURE'S /V V- /\ 1 V � /V /\ 1 3. FOOL / SPA DETAIL: PLAN VIEW � SEGT I ON V I EN SCALE: 1/2" = 1'-0" MOLLY WOOD GARD EN DES I G N 1660 Orange Avenue Costa Mesa, CA 92627 P 949.548.1611 F 949.548.8557 www.mollywoodgardendesign.com in LJ z M UJ to 10 40 — N rn ff � rn - - -------------------- – O rn rn C� O - - - - - ---------- ---------------- ' ' I ' 3 ---------I---- II 18' ' IJL I' S' 3. FOOL / SPA DETAIL: PLAN VIEW � SEGT I ON V I EN SCALE: 1/2" = 1'-0" MOLLY WOOD GARD EN DES I G N 1660 Orange Avenue Costa Mesa, CA 92627 P 949.548.1611 F 949.548.8557 www.mollywoodgardendesign.com in LJ z M UJ to rs N Q5 Cj) O I --I � U O LU J V r� ru rl L QO O L r H z (3 -REVISIONS: DRAWN BY: GHEGKED BY: DATE: NO SCALE STAMP: SHEET TITLE: 5. GAPALNA M. WOOD 12.21.2017 LANDSGAFE DETAILS SHEET NO.: so NOTE: NEI EXCEED THE REG PLANT LEGEND TREES: SYMBOL NAME SIZE QUANTITY COMMENTS ff H$N AGER PALMATUM 'SANGO-KAKU' 15 6AL. 2 6H STANDARD / MULTI CORAL BARK JAPANESE MAPLE LAGERSTROEMIA INDICA 'ALBA' 24" BOX 2 15H STANDARD / MULTI WHITE GRAPE MYRTLE MAYTENUS BOARIA 24" BOX 5 SLOW TO 15W X 20'H MAYTEN PODOGARPUS ORAGILIOR 24" BOX 5 T.B.M. AT 8' - 10' HEIGHT FERN PINE - COLUMNAR POTTED PUNTS: SYMBOL NAME SIZE G2UANTITY COMMENTS � H&W Ab ASPLENIUM BULBIFERUM I GAL. 2 5-4'W X 1-2'H MOTHER FERN SHRUBS: VINES: SYMBOL NAME SIZE QUANTITY COMMENTS & H$W A5 ASPARA6US DENSIFLORUS 'MYERS' 5 GAL. 16 1-2'W X 1-2'H MYERS ASPARAGUS FOXTAIL auX BUXUS SEMPERVIRENS GLOBE 15-18" 8 18" W X 18" H SPHERES ENGLISH BOXWOOD ux BUXUS SEMPERV I RENS GLOBE 18-2111 2 21 " W X 21 " H SPHERES 8-2 ENGLISH BOXWOOD Bux BUXUS SEMPERV I RENS GLOBE -24 ENGLISH BOXWOOD 2-24" 8 24" W X 24" H SPHERES Bux BUXUS SEMPERVIRENS GLOBE 24-27 ENGLISH BOXWOOD 24-27" 2 27" W X 27" H SPHERES lig L16USTRUM JAPONIGUM 'TEXANUM' 15 GAL. 7 4-6'W X 6-8'H I5g WAX -LEAF PRIVET Lig L16ULARIA TUSSILAOINEA '0I6ANTEA' 5 GAL. 8 5'W X 4'H g. C21ANT LEOPARD PLANT SYMBOL NAME SIZE QUANTITY COMMENTS 8 H 8 W rs ROSA 'SALLY HOLMES' 5 6AL. I GLIMBIN6 SALLY HOLMES-ROSE 67ROUNDGOVERS: SYMBOL NAME SIZE QUANTITY COMMENTS 8 H8N OPHIOPOGON JAPONICUS 'NANA' 4-6"W x 4-6"H DWARF MONDO GRASS G.G. FLAT XX 55 50. FT. SESLERIA AUTUMNALIS 4" FLATS XX 28 SO. FT. AUTUMN MOOR GRASS THYMUS SERPYLLUM 'ELFIN' 4-8 "W x 1-2"H GREEPIN6 THYME 6GFLAT FLAT XX 6 50. FT. GARD EN DES I G N 1660 Orange Avenue Costa Mesa, CA 92627 P 949.548.1611 F 949.548.8557 www. mol lywoodgardendesign.con Uj U z M LU to QN O � (f)U o LU J U ru Qo 0 Q Ln 3 a� H z (3 -REVISIONS: DRAWN BY: R. MARTIN GHEGKED BY: M. WOOD DATE: 12.21.2017 SCALE: 1/4" = P -O" SHEET TITLE: PLANTING PLAN SHEET NO.: LF- NEI (GEED E REG L 1 C)HT 1 NCS NOTES I. Lighting plan is schematic. Plans indicate number and type of fixtures only. Location shown is approximate. Specific placement of all lighting fixtures to be verified in the field by designer. 2. 10 Gauge IoW voltage cable is recommended. 3. Gauge cable, maximum run lengths shall be IOOft (Double 10-2 or larger cables such as #8-2 can be used when runs must exceed 100 ft). 4. Gables shall be installed at 6 inches minimum depth and should follow natural barriers such as sidewalk, edges, sprinklers, runs etc. Wherever possible, split -type trench shall be used to bury cable in existing planters. 5. 36" inches of excess cable shall be buried at each fixture to allow for fixture adjustment as plant material matures. 6. Wiring and transformer location shall be reviewed by contractor for possible power con5traint5 and best location. -7. Gontractor shall be fully responsible for proper wiring, cable access, proper installation, power distribution and best location to enhance the overall design. 8. No exterior lighting shall be placed or maintained upon any lot so a5 to cause an unreasonable glare or illumination upon any other private lot. G. Gontractor to confirm fixtures and finishes with homeowner prior to ordering. L I C)HTI NC) LEGEND SYMBOL DESCRIPTION QUANTITY MINI UP LIGHT - 8W TOP LIGHTS: TOP -UL -114 -MBR 5 UP L16HT - DIRECTIONAL - 5/5.5/6W 2 TOPLIGHTS: TOP-UL148-MBR WASH L16HT - DIRECTIONAL - 2.0/3.0W 3 TOPLIOHTS: TOP -WL -480 -MBR PATHWAY L16HT - 2.0/3.OW 4 TOP J -161 -ITS: TOP -PL -303 -MBR STEP LIGHT - 3/4/6/8W (2X) 6 TOP LIGHTS: TOP-SL-LOBX ff TOP-SL-GVR534-MBR PENDANT L16HT T.B.D. 3 ® HANGING BELL LIGHT - 1.5/2/3/4W 3 TOP LIGHTS: TOP -HL -270 -MBR HAN61 NG STAR LIGHT I SUPPLIED BY MW6D IF 120V LOCATE SWITGH PER OWNER / DESIGNER ■ UNDERWATER FOUNTAIN LIGHT - 5/5.5/6W 1 TOP LIGHT: TOP -H20-614 (BRASS) LOCATE TIMER OR SWITGH PER OWNER / DESIGNER MULTI -TAP TRANSFORMER WITH TIMER T TOP LIGHTS: TOP-MT300-SS. 1 CONFIRM LOCATION WITH OWNER ALL FIXTURES COME WITH LED LAMPS. ALL FIXTURES (EXCEPT HANGING AND BRONZE GARDEN LAMP) AVAILABLE FROM BRETT BROWNING AT TOP L16HTS INC. CELL: (a4ci) 422-4563; OFFICE: (877) 86-7-55x6; EMAIL: BRETT©TOPLI6HTSING.GOM I 0� MOLLY WOOD GARD EN DES I G N 1660 Orange Avenue Costa Mesa, CA 92627 P 949.548.1611 F 949.548.8557 www.mollywoodgardendesign.com Uj U z M LU to QN O � U)U o LU J U ru Qo 0 Q Ln 3 a� H z (3 -REVISIONS: DRAWN BY: A. GHRI5TEN5EN GHEGKED BY: M. WOOD DATE: O.OcUOI7 SCALE: STAMP: SHEET TITLE: 1/4" = 1'-0" LIC)HTING PLAN SHEET NO.: LL - se FLOOR PLAN A (7'9 7/8")2 X 3.125/2= 96.19 B T- 6 1/8" X 15'- 7 3/4"= 54.92 C 22'- 6" X 36- 3/4" =788.91 D 36'- 11 3/8" X 22'- 0"= 812.85 E 22'- 1 518"X 23'- 5 3/8"= 519.03 F 8'- 0" X 34'- 4 7/8"= 275.25 TOTAL: 4078 SF G 17'- 6" X T- 11 3/4"= 139.64 H 2'-41/2"X0'-6"= 1.19 1 23'- 10" X 20'- 7 1/4" =491.07 1 4'-93/8"X1'-0"=4.78 K 6'-81/2"X3'-27/8"=21.73 L 4'- 10 1/2"X 1'- 6"= 7.3 M 4'-93/8"X2'-23/8"=10.51 N 3'- 2 3/8" X 7'- 5 5/8"= 23.88 O 16'- 11 1/2" X 15'- 8 7/8" =266.92 p 2'-0"X2'-113/4"=5.96 Q 2'-0"X4'-85/8"=9.44 R 22'- 1 1/4" X 23'- 10"= 526.82 S 7'- 4 1/2" X 0'- 6"= 3.69 OPEN SPACE CABANA L FIRST FLOOR (T.O.S.) FLAT ROOF 1 47 - 7 7/8" X 13'- 1 3/8"= 100.41 2 5'-91/8"X23'-71/2"= 136.09 3 18'-73/4"X32'-41/4"=603-27 TOTAL: 839.77 SF METAL ROOF n ROOF PLAN LO -71/8' -=V-O' OVERALL SLOPED ROOF SF: 5433 PROPOSED METAL ROOF SF: 442 SF PERCENTAGE OF METAL: 8% 2 SECOND FLOOR T.O.S. 1/8" = 1'-0" LOT INFORMATION: ZONED: R-1 SITE AREA: 8,640 S.F. BUILDABLE AREA: 5,174 S.F. TOTAL ALLOWABLE AREA: 1.5 x 5,174 S.F. = 7,761 S.F. HOA TOTAL ALLOWABLE AREA: .5 x 8,640 S.F. = 4,320 S.F. REQ'D. OPEN VOLUME = 5,174 x.15 = 776 S.F. (T-6" HT. MIN.) OPEN VOLUME PROVIDED= S.F. BUILDING AREA SCHEDULE 0MIN :: FIRST FLOOR 3016 SF SECOND FLOOR 3767 SF z 6783 SF 2 -CAR GARAGE 531 SF 2 -CAR GARAGE 526 SF z 1057 SF GRAND TOTAL 7840 SF COMMENTS OUTDOOR AREA SCHEDULE ;OJECT NAME GUIDA RESIDENCE ATUS AIC � /1 E V � N o � U N U< - U U wm -m "- y W = NAME AREA a c� 3 z PARTIALLY COVERED C N Q > o �v z � o N� EXT. SHWR. 56 SF Ev m � CABANA 139 SF Y r � NAME AREA COMMENTS r -OO -:z z m a Z 9 EXT. OPEN SPACE 1152 SF PARTIALLY COVERED N m O ma Eo ENTRY 101 SF PARTIALLY COVERED ' EXT. SHWR. 56 SF O T O L S N N S L C U T O E c d E CABANA 139 SF d F o 0 U:aUmgm voi�v GRAND TOTAL 1449 SF W = w U z 00Z0 moc mmv ROOF AREA SCHEDULE a Z c N y m m J NAME AREA COMMENTS z dm d 5 Z � `0 A U O Q C O y'o ROOF DECK 603 SF FLAT ROOF w v U C >av p y N SLOPED ROOF 3779 SF T � Do C N C L ty 2' J E "O 'm C U l0 CABANA 151SF V Q BALC. 136 SF FLAT U QQ MA. BAL. 98 SF FLAT Q = GRAND TOTAL 4769 SF v ca 8 m O O Q U ry� W L N JK JZK'/1 H 2dvQ W .t.Q � REVISIONS U) LU FLOOR PLAN J O m � -j Al (7' - 4 3/8") 2 X 3.125/2 =54.24 Ir Z 06 Q O A 14'-83/4"X5'-3"=77.33 B 21'- 0 1/4" X 22'- 4 7/8"= 471 10 Z = CD Q 12'- 2 718"X 20'- 4 3/4"= 249.64 CD LO Z N O O W D 29'- 6 1/4" X 18'- 0 3/8"= 532.3 D1 2' -75/8"X2' -75/8"x 1/2=6.95x.5=3.48 D2 2'-75/8"X6'-91/8"=17.82 D3 2'- 7 5/8" X 2'- 7 5/8" x 1/2= 6.95 x.5= 3.48 E 17'-57/8"X25'-5"=444.53 F 25'- 3/4" X 23'- 7 1/2"= 592.10 G 16' - 4 1/4" X 2T - 0 3/4"= 360.81 Lu H 26'-93/4"X8'-2"=218.97 1 15'-101/2"X3'-101/2"=61.31 ,I 14'-10"X6'-01/2"=89 K 20'- 5" X 20'- 6 1/2"= 419.39 L 15'-101/2"X3'-101/2"=61.52 ui M 6'- 3 1/4" X 12'- 5 7/8"= 78.32 TOTAL: 3767 SF W M Qo 0 cy) Q OU O= OQ J LLJ Q m o� LL] z DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO. 17-501 DATE 11/10/2017 o h Z c m O� r -OO -:z z m a Z 9 c c50 m� � N m O ma Eo QZQ22 d 3 Q N N O n L O T O L S N N S L C U T O E c d E d F o 0 U:aUmgm voi�v ////�� V) W = w U z 00Z0 moc mmv a Z c N y m m J Z Q N'E N C N N OvK TORN O NF L.CL4: ^ L.L z dm d 5 Z � `0 A U O Q C O y'o Q m° E 3_ w v U C >av p y N T � Do C N C L ty 2' J E "O 'm C U l0 V C W9= d CO � r N N L `a zN-% N 0 0 E- Y r N d K t O Lr U) -_-S P OI I 'o w� w m o c U U :F � H � v ca 8 m O m o= 0 O C CL M ry� W L N JK JZK'/1 H 2dvQ W .t.Q � REVISIONS NO. I REVISION DATE JOB NO. 17-501 DATE 11/10/2017 SHEET NO. AP -1 .J9