The URL can be used to link to this page

Home My WebLink About05_3902 Channel Place Residence Coastal Development Permit_PA2018-210EWPp RTo CITY OF NEWPORT BEACH u + = ZONING ADMINISTRATOR STAFF REPORT CA llroRN`' SUBJECT: 3902 Channel Place Residence (PA2018-210) Coastal Development Permit No. CD2018-087 SITE LOCATION: 3902 Channel Place APPLICANT: Brandon Architects OWNER: Gordon and Stephanie Clemons PLANNER: Melinda Whelan, Assistant Planner 949- 644-3221, mwhelan@newportbeachca.gov LAND USE AND ZONING January 31, 2019 Agenda Item No. 5 • General Plan: RT (Two -Unit Residential) • Zoning District: R-2 (Two -Family Residential) • Coastal Land Use Category: Two -Unit Residential — (20.0-29.9 DU/AC) (R -D) • Coastal Zoning District: Two -Unit Residential (R-2) PROJECT SUMMARY The applicant requests a coastal development permit to allow the construction of a new three-story, 3,019 -square -foot, single-family residence including an attached two -car garage. The project includes reinforcing and raising the height of the existing bulkhead. No work will be conducted bayward of the existing property. The proposed development includes landscape, hardscape, and subsurface drainage facilities. The design complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2018-087 (Attachment No. ZA 1). 03/13/2018 2 3902 Channel Place Residence (PA2018-210) Zoning Administrator, January 31, 2019 Page 2 Land Use and Development Standards The subject property is located in the R-2 Coastal Zoning District, which provides for single -and -two -unit residential development and is consistent with the City's Coastal Land Use Plan, General Plan, and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. The subject property was developed with a single-family residence that spanned across three legal lots including the subject lot (3902 Channel Place), 3900 Channel Place and 3904 Channel Place. Coastal Development Permit No. CD2018-062 approved the demolition of the existing single-family residence allowing the three underlying legal lots to be developed separately. The neighborhood is predominantly developed with single- and two-story, single-family residences. The design, bulk, and scale of the proposed single-family dwelling is consistent with the existing neighborhood pattern of development and expected future development consistent with applicable development standards. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. Table 1 — Development Standards Development Standard Standard Proposed Setbacks min. Channel Place front 3 feet 3 feet Sides 3 feet 3 feet Water Frontage front 20 feet 20 feet Allowable Floor Area 3,198 square feet 3,019 square feet Allowable 3`d Floor Area 319.85 square feet 319.12 square feet Open Space min. 240 square feet 262 square feet Parkin min. 2 -car garage 2 -car qaraqe Height (max.) 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof Hazards • The development fronts the Newport Bay and is protected by an existing cast -in- place concrete bulkhead with the top of the bulkhead at elevation 6.31 feet (NAVD88). A Bulkhead Conditions Report was prepared by PMA Consulting, Inc., dated December 3, 2018, and concluded that the existing concrete bulkhead was in poor condition. The existing bulkhead is proposed to be repaired and reinforced to a height of 10.05 feet NAVD88. The Bulkhead Conditions Report concluded that the Tmplt 04/03/18 3902 Channel Place Residence (PA2018-210) Zoning Administrator, January 31, 2019 Page 3 repaired, reinforced and raised bulkhead will protect the proposed development and adjacent development. • The finish floor elevation of the proposed dwelling is 9.00 feet NAVD 88, which complies with the minimum 9.00 feet NAVD88 elevation standard. A waterproofing 6 -inch curb is proposed to be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 10.05 feet (NAVD88). Flood shields (sand bags and other methods) can be deployed across the openings to prevent flooding to the structure. The Coastal Hazard Report concludes that the highest high tide elevation (currently 7.20 feet NAVD88) will not exceed the proposed exterior curb of 10.05 feet NAVD88 using the low-risk aversion projected sea level rise (2.85 -foot increase) over the 75 -year design life of the structure based on estimates for sea level rise provided by the State of California Sea -Level Rise Guidance 2018. • Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property 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 a building permit. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality The 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 run-off and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. • Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a preliminary Water Tmplt 04/03/18 3902 Channel Place Residence (PA2018-210) Zoning Administrator, January 31, 2019 Page 4 Quality and Hydrology Plan (WQHP) has been provided and will undergo a final review during building permit plan check. The WQHP was prepared for the project by Forked Engineering & Surveying, Inc. on October 17, 2018.The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. Public Access • The project site is located between the nearest public road and the sea or shoreline; however, the project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. Vertical access to the bay front is available adjacent the property at the terminus of 39th Street and the Newport Bay. • The closest designated public viewpoint is located on the 38th Street bridge entrance to Newport Island, approximately 500 feet from the property. The site is also visible in the distance from the Channel Place Park. The proposed residence is not located near Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public view points and the project's compliance with applicable Local Coastal Program (LCP) development standards, including height and setbacks, the project will not impact coastal views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 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 of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,019 -square - foot single-family residence. 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. Tmplt 04/03/18 J 3902 Channel Place Residence (PA2018-210) Zoning Administrator, January 31, 2019 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: O ]"z, Melinda Whelan Assistant Planner JM/msw Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmplt 04/03/18 Attachment No. ZA 1 Draft Resolution 03/13/2018 RESOLUTION NO. ZA2019-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2018-087 TO CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 2 -CAR GARAGE LOCATED AT 3902 CHANNEL PLACE (PA2018-210) THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS FOLLOWS: SECTION 1. STATEMENT OF FACTS. 1. An application was filed by Brandon Architects, with respect to property located at 3902 Channel Place, requesting approval of a coastal development permit. 2. The lot at 3902 Channel Place is legally described as Lot 2, Block 539, of Canal Section. 3. The applicant proposes a coastal development permit to allow the construction of a new three-story, 3,019 -square -foot, single-family residence including an attached two -car garage. The project includes reinforcing and raising the height of the existing bulkhead. No work will be conducted bayward of the existing property. The proposed development includes landscape, hardscape, and subsurface drainage facilities.. 4. The subject property is designated RT (Two -Unit Residential) by the General Plan Land Use Element and is located within the R-2 (Two -Family Residential) Zoning District. 5. The subject property is located within the coastal zone. The Coastal Land Use Plan category is Two -Unit Residential (RT -D) 20.0-29.9 DU/AC and it is located within the Two - unit Residential (R-2) Coastal Zone District. 6. A public hearing was held on January 31, 2019, in the Corona del Mar Conference Room (Bay E -1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures). 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,019 -square - foot single-family residence and attached 2 -car garage. 05-15-2018 Zoning Administrator Resolution No. ZA2019-### Paqe 2 of 8 3. The exceptions to this categorical exemption under Section 15300.2 are not applicable. The project location does not impact an environmental resource of hazardous or critical concern, does not result in cumulative impacts, does not have a significant effect on the environment due to unusual circumstances, does not damage scenic resources within a state scenic highway, is not a hazardous waste site, and is not identified as a historical resource. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 3,198 square feet and the proposed floor area is 3,019 square feet. b. The proposed development provides the minimum required setbacks, which are 3 feet along the front property line abutting Channel Place, 3 feet along each side property line and 20 feet along the second frontage abutting Newport Bay. The highest guardrail is less than 24 feet from established grade (9.00 feet NAVD88) and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. The project includes garage parking for a total of two vehicles, complying with the minimum two -car garage parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story, single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Newport Bay. The project site is protected by a bulkhead. The finished floor elevation of the proposed dwelling is 9.00 feet NAVD 88, which complies with the minimum 9.00 feet NAVD88 elevation standard. A waterproofing 6 - inch curb is proposed to be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 10.05 feet NAVD88. Flood shields (sand bags and other methods) can be deployed across the openings to prevent flooding to the structure. 05-15-2018 2 Zoning Administrator Resolution No. ZA2019-### Page 3 of 8 4. A Coastal Hazards Report and Sea Level Rise Analysis was prepared by PMA Consulting, dated December 3, 2018 for the project. The report concludes that the proposed project is reasonably safe from the shoreline erosion due to lack of wave or wakes that can erode sand from the beach. However, the site requires a reinforced and raised bulkhead to protect the site and surrounding development from sea level rise, considering a 2.85 -foot sea level rise (the low-risk aversion projected sea level rise over the 75 -year design life of the structure based on estimates for sea level rise provided by the State of California Sea -Level Rise Guidance 2018). The project includes raising the bulkhead to 10.05 feet (NAVD88), which meets the State of California Sea -Level Rise Guidance 2018. 5. Pursuant to NBMC Section 21.30.030(C)(3)(i)(iv), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 6. The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. 7. The property is located adjacent to coastal waters. A Construction Erosion Control Plan was provided to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived by construction chemicals and materials. The project design also addresses water quality through the inclusion of a post construction drainage system that includes drainage and percolation features designed to retain dry weather and minor rain event run-off on-site. Any water not retained on-site is directed to the City's storm drain system. 8. Pursuant to Municipal Code Section 21.35.050 (Water Quality and Hydrology Plan), due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a preliminary Water Quality and Hydrology Plan (WQHP) has been provided and will undergo a final review during building permit plan check. The WQHP was prepared for the project by Forkert Engineering & Surveying, Inc. on October 17, 2018.The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of an LID approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the 05-15-2018 9 Zoning Administrator Resolution No. ZA2019-### Paqe 4 of 8 proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance 9. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought -tolerant species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted 10. 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. Facts 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. Vertical access to the bay is available approximately 50 feet east of the site at the terminus of 39th Street and the Newport Bay. 3. The closest designated public viewpoint is located on the 38th Street bridge entrance to Newport Island, approximately 500 feet from the property. The site is also visible in the distance from the Channel Place Park. The proposed residence is not located near Coastal View Roads, as designated in the Coastal Land Use Plan. Due to the distance of the proposed development from the public view points and the project's compliance with applicable Local Coastal Program (LCP) development standards, including height and setbacks, the project will not impact coastal views. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2018-087, 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 05-15-2018 1O Zoning Administrator Resolution No. ZA2019-### Paqe 5 of 8 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 31st DAY OF JANUARY, 2019. Patrick J. Alford, Zoning Administrator 05-15-2018 11 Zoning Administrator Resolution No. ZA2019-### Page 6 of 8 EXHIBIT "A" CONDITIONS OF APPROVAL 1. The development shall be in substantial conformance with the approved site plan, floor plans and building elevations stamped and dated with the date of this approval (except as modified by applicable conditions of approval). 2. 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. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, the beach, wetlands or their buffers. 5. This approval does not authorize any new or existing improvements (including landscaping) on State tidelands, public beaches, or the public right-of-way. 6. This Coastal Development Permit does not authorize any development seaward of the private property. Should the bulkhead require more extensive repair or replacement with construction equipment bayward of the private property, an additional Coastal Development Permit shall be obtained for the bulkhead from the Coastal Commission. 7. The discharge of any hazardous materials into storm sewer systems or receiving waters shall be prohibited. Machinery and equipment shall be maintained and washed in confined areas specifically designed to control runoff. A designated fueling and vehicle maintenance area with appropriate berms and protection to prevent spillage shall be provided as far away from storm drain systems or receiving waters as possible. 8. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and 05-15-2018 12 Zoning Administrator Resolution No. ZA2019-### Paqe 7 of 8 construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 9. Trash and debris shall be disposed in proper trash and recycling receptacles at the end of each construction day. Solid waste, including excess concrete, shall be disposed in adequate disposal facilities at a legal disposal site or recycled at a recycling facility. 10. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new coastal development permit. 11. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 12. The applicant shall comply with all federal, state, and local laws. Material violation of any of those laws in connection with the use may be cause for revocation of this Coastal Development Permit. 13. This Coastal Development Permit may be modified or revoked by the Zoning Administrator if determined that the proposed uses or conditions under which it is being operated or maintained is detrimental to the public health, welfare or materially injurious to property or improvements in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 14. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 15. Prior to issuance of building permits, the final WQHP/WQMP shall be reviewed and approved by the Building Division. Implementation shall be in compliance with the WQHP/WQMP and any changes could require separate review and approval by the Building Division. 16. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 17. Prior to issuance of a building permit, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 18. Prior to issuance of a building permit, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development 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. 05-15-2018 -T S Zoning Administrator Resolution No. ZA2019-### Paqe 8 of 8 19. 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. 20. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 21. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 22. 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. 23. This Coastal Development Permit No. CD2018-087 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. 24. 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 3902 Channel Place Residence including, but not limited to, Coastal Development Permit No. CD2018-087 (PA2018-210). 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. 05-15-2018 '1-/+ Attachment No. ZA 2 Vicinity Map 03/13/2018 25 VICINITY MAP Coastal Development Permit No. CD2018-087 IWY_XIIFool Ai[t, 3902 Channel Place 03/13/2018 2� Attachment No. ZA 3 Project Plans 03/13/2018 27 U Z Z 0 0 Z ryQ m CABG CONTEMPORARY \___ (! Ridge �o cp ♦h 4 Park \ ° � 1 .yF� R`VF ANpspR. cogF `' R �y/ ��\ ti A � ' Cliff A 9 c e A�' \ ti ti O f U WJ_L curs OR ROryLk�4�5 t,. F9� INC, BALRUA COVES 51 oy� o n os` SITE .CHANNEL PL OP J �y< X54 F oc o PF VIA MAI_AGA y l 34N 64 .f 9L \ CpF: O (O 40 32ND ST_Ory0 yS 31ST ST �.. W �T 41111 ^. s,DTH ST 1[1iiFc��= (1) PROJECT DESCRIPTION: THE SUBJECT PROPERTY IS LOCATED IN THE NEWPORT BEACH, CA ON CHANNEL PLACE SOUTH OF PACIFIC COAST HIGHWAY. THE LOT IS APPROXIMATELY 30' WIDE BY 88' DEEP, IT IS ZONED R2 AND APPX. 2,690 S.F. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY RESIDENCE AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A 3 -STORY SINGLE FAMILY RESIDENCE OF APPX. 3020 S.F. TO BE WOOD FRAMED WITH A SLAB FOUNDATION WITH ROOF TOP VIEW DECKS. THE PROJECT WILL BE OF A CONTEMPORARY CABO INSPIRED DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN 'OPEN' LIVING FLOOR PLAN WHICH MAXIMIZES POTENTIAL VIEWS FROM THE LIVING SPACES AS WELL AS OUTDOOR PATIOS, DECKS AND BALCONIES. AMPLE PARKING WILL BE PROVIDED IN THE FORM OF A 2 CAR GARAGE. THE EXTERIOR WILL BE PRIMARILY WHITE STUCCO, WOOD SIDING, WITH SOME USE OF METAL AND STONE. VICINITY MAP/ PROJECT DESCRIPTION 3902 CHANNEL PLACE, NEWPORT BEACH, CA 92663 /e\1If11111QIJ1LVll A CONCRETE EARTH GYPSUM -PLASTER INSULATION - RIGID MASONRY - BRICK/STONE MASONRY -CONCRETE BLOCK PLYWOOD / GLU-LAM TIMBER SAND STEEL WOOD MATERIAL LEGEND NORTH ARROW N 9000'00" E PROPERTY LINE TAG Distance 1 sIM I SECTION INDICATOR A101 Room name ROOM TAG (NAME / AREA) 150 SF SIM 1 CALL -OUT TAG A101 Name ELEVATION INDICATOR Elevation REVISION FLAG 20 R @ 7 1/2" STAIR TAG (NO. OF RISER & HEIGF- <1i> WALL TAG 101 DOOR TAG 1i WINDOW TAG KEYNOTE TAG 11 (ANNOTATION LEGEND 1.800.227.2600 1. REF. STRUCT. SHTS. FOR SPECIAL INSPECTION BY ENGINEER OF RECORD DIG ALERT: BRANDON ARCHITECTS, INC. 2. HERS VERIFICATION REQUIRED, REF. T-24 ENERGY CALCULATIONS 151 KALMUS DR. STE. G-1 1.714.895.0246 COSTA MESA, CA 92626 SOUTHERN CALIFORNIA EDISON: P: 714.754.4040 1.800.427.2000 SOUTHERN CALIFORNIA GAS: 1.949.644.3011 A-0.0 FLOOR & FLOOR -CEILINGS N/A SPECIAL INSPECTIONS6 STRUCTURAL ENGINEER: CITY WATER &SEWER: FARHAD MANSHADI LIC. NO. C36840 PACIFIC BELL TELEPHONE: 1. LANDSCAPE PLAN; BBQ' FIRE PIT ACCESSORY STRUCTURES MASONRY OR C2 CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE 1.949.644.3311 SANTA ANA, CA 92701 BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPARATE CITY OF NEWPORT BEACH (PER CBC TBL. 503) SUBMITTAL (FOR H.O.A. PURPOSES). PUBLIC WORKS DEPT.: GENERAL CONTRACTOR: 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING CITY OF NEWPORT BEACH PLANNING DEPT.: u STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. S1 ANDREW PATTERSON O GENERAL INFORMATION: 1.949.644.3275 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. ZONING INFORMATION: P 949.723.1800 SOUND LEVEL NOT TO EXCEED 50dBA (55dBA WITH TIMER, 65dBA WITH TIMER AND SITE PLAN & ELEVATION (FOR REF. ONLY) SURVEYOR: NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT ADJACENT CITY OF NEWPORT BEACH BUILDING DEPT.: APEX LAND SURVEYING, INC. PROPERTY PATIO OR OPENING. GENERAL: 1.714.834.3882 4. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR PERMITS: SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA INSPECTIONS: C w PERMIT. NEWPORT BEACH FIRE DEPARTMENT: 5. FIRE SPRINKLERS REQUIRED, CONTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN ORANGE COUNTY HEALTH SERVICES: FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. 6. GLASS GUARD/HANDRAILS NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW. C.N.B. NOTE: CHRISTOPHER BRANDON, PRINCIPAL 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 1.800.227.2600 ARCHITECT: SECOND FLOOR BRANDON ARCHITECTS, INC. THIRD FLOOR 151 KALMUS DR. STE. G-1 1.714.895.0246 COSTA MESA, CA 92626 2- CAR GARAGE P: 714.754.4040 1.800.427.2000 WWW.BRANDONARCHITECTS.COM 1.949.644.3011 A-0.0 FLOOR & FLOOR -CEILINGS N/A A-0.2 STRUCTURAL ENGINEER: 1.800.750.2355 FARHAD MANSHADI LIC. NO. C36840 1 - ESI/FME INC. C2 1800 E. 16TH ST., STE. B 1.949.644.3311 SANTA ANA, CA 92701 ALLOWABLE BLDG. AREA N/A P: 714.835.2800 (PER CBC TBL. 503) F: 714.835.2819 1.949.644 * 3200 GENERAL CONTRACTOR: 1.949.644.3204 BUILDING SECTIONS u PATTERSON CUSTOM HOMES S1 ANDREW PATTERSON O 15 CORPORATE PLAZA, SUITE 150 1.949.644.3275 NEWPORT BEACH, CA 92660 1.949.644.3288 P 949.723.1800 1.949.644.3255 SITE PLAN & ELEVATION (FOR REF. ONLY) SURVEYOR: Y 1.949.644.3106 APEX LAND SURVEYING, INC. ate. LN, 0 -O O Ery`12 - PAUL CRAFT, LIC. NO. 8516 1.714.834.3882 HUNTINGTON BEACH, CA 92646 91 DEFERRED SUBMITTALS 1 7 1 AGENCIES & PUBLIC SERVICES BUILDING AREA SCHEDULE Name AREA COMMENTS FIRST FLOOR 1028.94 SF SECOND FLOOR 1199.36 SF THIRD FLOOR 319.12 SF (319.85 SF MAX) 2016 CPC, AND 2016 CMC, 2016 CAL GREEN 2547.42 SF (TOTAL LIVING S.F.) 2- CAR GARAGE 471.12 SF OCCUPANCY CLASSIFICATION R-3 / U 471.12 SF GRAND TOTAL 3018.55 SF (3,198 SF MAX) OPEN VOLUME SCHEDULE NAME AREA COMMENTS BALC. 63.31 SF (OPEN VOL. REQ.) MA. BALCONY 199.32 SF (OPEN VOL. REQ.) GRAND TOTAL 262.63 SF (240 SF OPEN VOL. REQ'D.) 10 I PROJECT STATISTICS LEGAL DESCRIPTION APN: 423 061 06 LOT 2 OF PARCEL 1, MAP OF CANAL SECTION BLOCK 539, CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA M.M. 4/98 LOT INFORMATION: ZONED: R-2 SITE AREA: 2690 S.F. BUILDABLE AREA: 1599.25 S.F. TOTAL ALLOWABLE AREA: 2 x 1599.25 S.F. = 3,198.5 S.F. OPEN SPACE REQ.:.15 X 1599.25 S.F. = 240 S.F. THIRD FLOOR ALLOWABLE:.2 X 1599.25 S.F. = 319.85 S.F EXISTING BUILDING INFORMATION: EXISTING SINGLE FAMILY W/ GARAGE TO BE DEMOLISHED EXISTING S.F. - 2,315 S.F. (782 S.F.) GARAGE (3 BEDS. TTL.) ZONING INFORMATION: FRONT SETBACK: 3 FT. REAR SETBACK: 20 FT. LEFT SETBACK: 3 FT. RIGHT SETBACK: 3 FT. BUILDABLE AREA: 1,599 S.F. LANDSCAPING NOTES: THIS PROJECT CONTAINS LESS THAN 500 S.F. OF LANDSCAPING AND IS EXEMPT OF TITLE 14 CHAPTER 14.17 81 SITE INFORMATION P: 714.488.5006 F: 714.333.4440 INTERIOR DESIGNER: TBD OWNER: 3900 CHANNEL PLACE #2, LLC. 15 CORPORATE PLAZA, SUITE 150 NEWPORT BEACH, CA 92660 P: 949.723.1800 CIVIL ENGINEER: FORKERT ENGINEERING & SURVEYING, INC. THOMAS M. RUIZ, P.E. 2231 BROOKHURST ST., STE. 203 HUNTINGTON BEACH, CA 92646 P: 714.963.6793 LANDSCAPE DESIGNER TBD SOILS ENGINEER: COAST GEOTECHNICAL, INC. MING-TARNG CHEN 1200 W. COMMONWEALTH AVE. FULLERTON, CA 92833 P'714.870.1211 E: COASTGEOTEC@SBCGLOBAL.NET W.O. # 557118-01, DATED AUG. 1, 2018 TITLE 24 CONSULTANT HERITAGE ENERGY GROUP LLC 470 WALD, IRVINE, CA 92618 P:949.789.7221 4 PROJECT DIRECTORY 1 2 T-1.1 CODES: NBMC (NEWPORT BEACH MUNICIPAL CODE) CALIFORNIA CODES: 2016 CBC, 2016 CFC, 2016 CEC, T-1.2 2016 CPC, AND 2016 CMC, 2016 CAL GREEN w OCCUPANT LOAD 1 UNIT SUR OCCUPANCY CLASSIFICATION R-3 / U Q In OCCUPANCY SEPARATIONS (GARAGE) 1 -HR. A-0.0 FLOOR & FLOOR -CEILINGS N/A A-0.2 TYPE OF CONSTRUCTION V -B - SPRK'R. A-0.3 FIRE SPRINKLER: NFPA 13D YES 1 - HEIGHT 3 STORY C2 GRADING PLAN FLOOR AREA REF. 8/T-1.0 EROSION CONTROL PLAN ALLOWABLE BLDG. AREA N/A 3-DIMENSIONAL VIEWS FLOOR PLAN (PER CBC TBL. 503) 5 I CODE REVIEW SHEET # DRAWING TITLE T-1.0 TITLE SHEET T-1.1 GENERAL ARCHITECTURAL NOTES T-1.2 SUPPLEMENTAL NOTES & DOCUMENTS w O � U N SUR TOPOGRAPHIC SURVEY Q In U U A-0.0 ARCHITECTURAL SITE PLAN A-0.2 SLAB EDGE PLAN A-0.3 AREA PLANS 1 - cL U C2 GRADING PLAN C4 EROSION CONTROL PLAN A-1.0 A-2.0 3-DIMENSIONAL VIEWS FLOOR PLAN A-3.0 ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE A-5.0 BUILDING SECTIONS u S1 FOUNDATION PLAN O FOUNDATION DETAILS FD1 00 SW -0 STRUCTURAL GENERAL NOTES & VICINITY MAP (FOR REF. ONLY) SWA SITE PLAN & ELEVATION (FOR REF. ONLY) SW -2 DETAILS (FOR REF. ONLY) 3 I SHEET LIST 1 OJ ECT NAME CABO CONTEMPORARY ATUS QQ U CDP � U) ) E N w O � U N U a Q In U U Wai° °oma a m ,E U I- w t m 1 - cL U O o�jUui�(0 rnJLnl- (0-1 LUN (nZrn C U0 o0 U 'O rye C 0 Q c� 3 u C) �- O �o as0,NE�� O L O O� d 0 00 z N� N r N L '•Vi E � Q E Y u CA X.2! 30 r � ate. LN, 0 -O O Ery`12 - J �SmV09-oww_4,0 BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE N n --z - N Q QQ U z � 11 U w W LU z Q In M W � °oma a m ,E U p,ao � Lu LLj m C� O o�jUui�(0 rnJLnl- (0-1 LUN (nZrn BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE N n --z - N Q L c 0 a 30a Z 2 QLu Q0 00°-- aU J= a3¢m�m oat M W � LLI ZQ a m ,E N d'5O H N S'O-j Z Q LLj m C� LU c) U m Z m o c m m v Zrn� NO o� c� Z Q N t N C N N 0 LLI z u m D° E 3= Y 'p N N U= C l00 N 9 BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE DATE I JOB N0, 3902-18 DATE 11/21/2018 SHEET NO T-1.0 N n --z - N Q L c 0 a 30a Z 2 �tc,Z Q'o I1°.QQ.3 co a3¢m�m oat w �ctioolo '�'�d a m ,E N d'5O H N S'O-j Oa U m Z m o c m m v a� z c N y m m Z Q N t N C N N OvK TO,N O NF p dma.c r:: d 5 Z U O N E O. 6 ❑O'c s m m D° E 3= Y 'p N N U= C l00 N 9 I-- o T� 0 C N C L ty WC as0,NE�� O L O O� d 0 ILLI ay vw�n°c£a N r N L '•Vi Q E VJ u CA X.2! 30 W ate. LN, 0 -O O Ery`12 - J �SmV09-oww_4,0 Ca 0 m w H-2 w C w REVISIONS DATE I JOB N0, 3902-18 DATE 11/21/2018 SHEET NO T-1.0 & AND DR. DOOR HDR. HEADER PERIM. PERIMETER U. UNDER DEFINITIONS. (AS USED IN THESE SPECIFICATIONS) PROJECT NAME Lz ANGLE D.S. DOWN SPOUT HDWD. HARDWOOD PL. PLATE/PROPERTY LINE U.B.C. UNIFORM BULIDING CODE 61. CONTRACTOR SHALL PREPARE AND MAINTAIN ALL CONSTRUCTION, AND SURROUNDING AREAS, FREE OF DEBRIS OR HAZARDOUS MATERIALS AT ALL TIMES. CONTRACTOR SHALL TAKE CABO CONTEMPORARY AT D.S.P. DRY STAND PIPE HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.G. UNDERGROUND NECESSARY PRECAUTIONS TO PREVENT DUST FROM RISING. • OWNER SHALL MEAN: 3902 CHANNEL PLACE #2, LLC. r. CENTERLINE DWG. DRAWING H.M. HOLLOW METAL PLAS. PLASTER U.L. UNDERWRITER'S LABORATORY CONTRACTOR SHALL MEAN: LICENSED CONTRACTOR HIRED TO PERFORM THE WORK UNDER THIS CONTRACT STATUS 0 DIAMETER OR ROUND HORIZ. HORIZONTAL PLUMB. PLUMBING UNF. UNFINISHED 62. CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR AND/OR THE REPLACEMENT OF ANY ITEMS DAMAGED DURING CONSTRUCTION OR CLEAN-UP. ANY DAMAGE TO EXISTING • ARCHITECT SHALL MEAN: BRANDON ARCHITECTS, INC., CHRISTOPHER BRANDON PRINCIPAL FIRST CHECK/CDP L PERPENDICULAR (E.) EXISTING HR. HOUR PLYWD. PLYWOOD U.N.O. UNLESS NOTED OTHERWISE STRUCTURES DURING THE CONSTRUCTION OR THE NEW WORK SHALL BE REPAIRED TO EQUIVALENT OR BETTER THAN ORIGINAL CONDITION AT CONTRACTOR'S EXPENSE. • SPECIFICATIONS SHALL MEAN: WRITTEN SPECIFICATIONS IN THE PLANS OR THE "PROJECT MANUAL" (IF PROVIDED FOR THIS PROJECT) # POUND OR NUMBER EAST, ENTRY HT./HGT. HEIGHT PNT. PAINT(ED) UR. URINAL • CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAWINGS APPROVED FOR BUILDING PERMIT, PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. FL PROPERTY LINE, PLATE E.J. EACH HVAC HEATING VENTILATING/AIR COND. P.O.C. POINT OF CONNECTION 63. CONSTRUCTION PERSONNEL SHALL BE CONFINED TO THE LIMITS OF THE CONSTRUCTION AREA. ALL OSHA REGULATIONS FOR CONSTRUCTION AREAS SHALL BE STRICTLY FOLLOWED. `D E A.B. ANCHOR BOLT EL EXPANSION JOINT PR. PAIR V. VERTICAL CONTRACTOR SHALL PROVIDE PROPER SAFEGUARDS DURING ALL PHASES OF CONSTRUCTION. n " o ABV. ABOVE ELEVATION I.D. INSIDE DIAMETER/INTERIOR DESIGNER PROJ. PROJECTION VENT. VENTILATING1. � w A/C AIR CONDITIONING ELEC. ELEV. ELECTRIC ELEVATOR IN. INSUL. INCH INSULATION PSL. PARALLEL STRAND LAMINATE VERT. VERTICAL 64. CONTRACTOR TO REMOVE, RELOCATE OR RE-ROUTE, AS NECESSARY, GAS OR OTHER UTILITY LINES ENCOUNTERED AND SHALL ALLWOS/GENESTRUCTIONANS: ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS OF THE APPLICABLE BUILDING CODES AND WITH OTHER RULES,REGULATIONSAND ORDINANCES GOVERNING THE PLACE OF r , <.2 A.C. ASPHALT CONCRETE EMER. 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 v C..) U ACOUS. ACOUSTICAL EMERGENCY INT. INTERIOR R.A. RETURN AIR V.T.R. VENT THROUGH ROOF IN WRITING) ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS (DRAWINGS). THE APPLICABLE CODES SHALL INCLUDE, BUTSHALL "CODE d A.D. AREA DRAIN ENCL. E.P. 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. (T-1) ALL WORK SHALL BE PERFORMED SO ASTO COMPLY WITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOWING: w t ADH. ADHESIVE EQ. EQUAL /EQUIVALENT JAN. JANITOR R.D. ROOF DRAIN W. WEST, WIDE, WIDTH CAUSED BY INSUFFICIENT PROTECTION. THE BUILDING CODES, 2016 EDITIONS, AS ADOPTED BY CALIFORNIA, ALL APPLICABLE RELATED SPECIALTY CODES. mv AL. ADJUSTABLE EQPT./EQPM. EQUIPMENT JT. JOINT R.D.L. ROOF DRAIN LEADER W/• WITH THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE HECALIFORNIA CIVIL CODE "RIGHT TO REPAIR ACT'). N w AL. ALUMINUM E.W. EACH WAY JST. JOIST RECPT. RECEPTACLE WD. WOOD 66. CONTRACTOR TO OBTAIN WRITTEN APPROVAL FROM OWNER AND ARCHITECT PRIOR TO ANY CHANGES OR DEVIATION FROM CONTRACT DOCUMENTS. ANY WORK TIME RESTRICTIONS IMPOSED BY HE CITY OF NEWPORT BEACH. T w ALT. ALTERNATE RECT. RECTANGULAR W.H. WATER HEATER HE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. ANDD. ANODIZED EXST. EXISTING EXHAUST KIT. KITCHEN REF. REFERENCE W.C. WATER CLOSET 67. CONTRACTOR SHALL SUBMIT IN WRITING ALL PROPOSALS FOR ADDITIONAL WORK TO THE OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL AN AUTHORIZATION TO 2. FEES: U c v A.P. ACCESS PANEL EXH. EXPO. EXPOSED L. LOW/LINEN REFR./R/F. REFRIGERATOR W.I. WROUGHT IRON PROCEED, SIGNED BY THE ARCHITECT & 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, COUNTY AND STATE LAWS EXCEPT THE GENERAL BUILDING PLANCHECK FEE AND -w APPX. APPROXIMATELY EXT. EXTERIOR L.A. LANDSCAPED AREA REG. REGISTER WP. WATERPROOF 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 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 CONSTRUCTION ARE REQUIRED BY CODE. THE USE OF SPECIFIC MATERIALS AND FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. - m Q 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: cm . 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 �i = ASSY. ASSEMBLY F. FIXED LBS. POUNDS RET. RETAIN(ING), RETURN SUBCONTRACTORS, FROM THOSE MATERIALS DRAWN OR SPECIFIED, DOES NOT IN ANY WAY AFFECT OR LESSEN THE REQUIRED CONSTRUCTION ASSEMBLY. SPECIFIC SEQUENCES OR VERIFY GRADES, CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLYAND IN WRITING OF DISCREPANCIES BETWEEN ACTUAL Z AUTO. AUTOMATIC F.A. FIRE ALARM LFA LOAD FROM ABOVE RM. ROOM METHODS OF ACHIEVING FIRE RATED ASSEMBLIES REQUIRED BY A "U.L. NO." LISTING SHALL BE FOLLOWED WITHOUT DEVIATION, UNLESS OTHERWISE NOTED OR DETAILED. CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN WRITING OF ANY DISCREPANCIES FOUND WITHIN THE DRAWINGS AND SPECIFICATIONS. to _ B. BD. BATH BOARD FAC. F.C.O. FACTORY FLOOR CLEAN OUT 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 > C� BEL. BELOW F.D. FLOOR DRAIN LT. LIGHT RWD. REDWOOD ITEMS DESCRIBED IN INTERIOR DESIGN AND ARCHITECTURAL DRAWINGS. BLOCKING SHALL BE CONSTRUCTED TO SUPPORT 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 `� o 0 BET. BETWEEN FDN. FOUNDATION LUM. LUMINOUS SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR n BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER S. S.A. SOUTH SUPPLY AIR 70. ALL MANUFACTURED ARTICLES, MATERIALS AND EQUIPMENT SHALL BE SUPPLIED, INSTALLED, CONNECTED, ERECTED, USED, CLEANED AND CONDITIONED AS DIRECTED BY THE AGREES TO BIND EVERY SUB -CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB -CONTRACTOR'S WORK. m ' v BLDG. BUILDING F.E.C. FIRE EXTINGUISHER CABINET MAINT. MAINTENANCE MANUFACTURERS. 5. CLEAN-UP: E N BLK. BLOCK F.G. F.H. FINISH GRADE FLAT HEAD MAS. MASONRY S.C. S.C.D. SOLID CORE SEAT COVER DISPENSER ALL SUB -CONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF HEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE LAWFULLY REMOVED FROM HE - m � Y BLK'G. BLOCKING MAT. MATERIAL SCHED. SCHEDULE 71. PRIOR TO CONSTRUCTION, CONTRACTOR TO VERIFY/COORDINATE UTILITY REQUIREMENTS FOR ALL OWNERNENDOR FURNISHED EQUIPMENT, FIXTURES OR APPLIANCES. SITE, UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. BM. B.O. BEAM BY OWNER/BY OTHERS FIN. FIX./PIXY. FINISH FIXTURE MAX. M.B. MAXIMUM METAL BOLT S.D. SUB DRAIN/SOAP DISPENSER 72. CONTRACTOR SHALL PROVIDE ALL NECESSARY FASTENERS, SUPPORTS, SHIMMING, FLASH PATCHING, ETC. FOR THE PROPER INSTALLATION OF SUCH ITEMS AS DIRECTED BY THE 6. TESTS AND PERMITS: �y� � - co - r BOT. BOTTOM F.J. FLOOR JOIST M.C. MEDICINE CABINET SEC. SECTION MANUFACTURERS. CONTRACTOR SHALL ARRANGE FOR, AND SECURE REQUIRED TESTS, PERMITS AND INSPECTIONS, AND SHALL BEAR COSTS FOR SAME. BR. BEDROOM F.L. FLOW LINE MECH. MECHANICAL SEL. SELECTED 7. GUARANTEES: B.W. BACK OF WALK, BOT. OF WALL FLASH. FLASHING MEMS. MEMBRANE SH. SHY. SHELF SHEET 73. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL GIVE TO THE OWNER A COMPLETE SET OF AS -BUILT CIVIL, MECHANICAL, PLUMBING CONTRACTOR SHALL THE ORORDINARY CAUSE REPLACED ANY AND PRODUCTS FOR ONEYEARDOING BEAR, CAB. CABINET PLR. 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 Q DITIONEPAIRORE;REPLACE, R, WITHOUT UNUSUAL OR ALL SUCH WORK OGETHGUARANTEE RWITH ANY OTHER WHICH MAY BE DISPLACED DOING SO,THE THAATEOFAOVE DEFECTIVE IN ONE YEAR, OR TOGETHER WITH T MAY PROVE ADDITIONAL EXPENSE; ORDINARY WEARAD EAR 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 EXCEPTED. TIONS T MANUAL OR DR WINGS. STATE LAW, SHALL GOVERN IF LENGTH NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAWINGS. STATE LAW, OR MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH ANO TYPES OF TO ONE GUARANTEE T EMORESTRICT FORLONGERIT C.B. CEM. CATCH BASIN CEMENT F.O.C. FACE OF CONCRETE/FACE OF CURB M.H. MAN HOLE SIM. $IMP. SIMILAR SIMPSON REVIEWED FOR COMPLETENESS AT EACH REQUISITION REQUEST. Q IT19UNGUARANTEESUNDERSTOOD O IS IPERIODS. 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 ALL CARPETED ARES MILLWORK LIGHT FIXTURES GLASS ETC. AND UNCOVER AND VACUUM OUT WARRANTY PERIODS. MATERIALS AND EACHSUB-CONTRACTORWORKBYWNER, ALL PROVIDE R WRITTEN GUARANTEE STATING THAT WORK EXECUTED BY • CHG. CHANGE F.O.M. FACE OF MASONRY MISC. MISCELLANEOUS S.S. STAINLESS STEEL S THROUGH ALL MECHANICAL UNITES AFTER THE WORK IS COMPLETED AND MAINTAIN CLEAN CONDITIONS THROUGH THE TENANTS MOVE -IN. KITES AFTER HE WOR IS COMPLETED ANDMAIN TH TEN HIM IS FREE AND WILL DATEWORKMANSHIP. HIM IS FREE AND WILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS WORK BY OWNER, AND THAT REPAIR AND REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL R MAIN FREE FROM DEFWEATHEROF MTIGHT ATERIALS AND ORKM NS IPFOR ONE FP. FIREPLACE M.O. MASONRY OPENING S.SK. SERVICE SINK OTHER WORK DAMAGED ASA RESULT THEREBY WILL BE EXECUTED INATIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO OW NER. C.I. C.J. CAST IRON CONTROL JOINT/ CONST. JOINT F.S. FT. FLOOR SINK FOOT OR FEET MOS. MOSAIC STA. STD. STATION STANDARD 8. WAIVER OF LIENS: CLG. CEILING /CEILING JOIST MTD. MOUNTED STOL. STEEL CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BY ALL SUB -CONTRACTORS AND SUPPLIERS, OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. CLKG. CAULKING FTG. PURR. FOOTING FURRING MUL. MULLION STRU STORAGE 9. ROLL OF ARCHITECT CONSTRUCTION: CLR. CLEAR PUT. FUTURE (N.) NEW STRUCT. STRUCTURAL E NOT ACT THE ARCHITECT WILL NOT ACT AS THE OWNERS REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS AGREEMENT WITH OWNER AND CNTR. COUNTER F.V. FIELD VERIFY N. NORTH SUSP. SUSPENDED RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF HE WORK IN ACCORDANCE WITH THE INTENT OF THE PLANS AND SPECIFICATIONS. ARCHITECTWILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CONC. CONCRETE NAT. NATURAL 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. CONST. CONSTRUCTION GALV. GALVANIZED N.G. NATURAL GRADE 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 WITHIN(10)CALENDAR DAYS, SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION, APPROVAL AND AUTHORIZATION FROM THE OWNER. T.C. TOP OF CURB CONT. CONTRACTOR/ CONTINUOUS G.B. GRAB BAR/GRADE BEAM NO. NUMBER T.CL. TIME CLOCK N Q CORR. CORRIDOR. CORROSIVE G.C. GENERAL CONTRACTOR NOM. NOMINAL TEL. TELEPHONE 10. A.I.A. GENERAL CONDITIONS: it N Q CTSK. COUNTERSUNK GEN. GENERAL N.T.S. NOT TO SCALE HE CURRENT GENERAL CONDITIONS OF HE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE OF ARCHITECTS SHALL APPLY AS THOUGH IT WERE PART OF HESE DOCUMENTS UNLESS SPECIFICALLY MODIFIED IN "GENERAL Q 0 CTR. CENTER G.F.I. GROUND FAULT INTERRUPT TEMP. TEMPERED THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAY BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE NOTES" ON THIS SHEET ARE INTENDED TO C) O/. OVER TER. TERRAZZO SUMMARIZE AND COMPLIMENT THE A.I.A. GENERAL CONDITIONS. GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN WORDING OCCUR. DBL. DOUBLE G.I. GALVANIZED IRON O.A. OVERALL T.&G. TONGUE AND GROOVE z 0 - U DECO. DECORATIVE GL. G.L.B. GLASS GLU-LAM BEAM OBS. OBSCURE THK. THICK 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. LU F- J 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. � W m DET. GR GRADE O.D. OUTSIDE DIAMETER (DIMENSION) T.PL. TOP OF PLATE Z DETAIL Of I D.F. DRINKING FOUNTAIN/DOUGLASS FIR GYP. GYPSUM O.F.D. OFF. OVERFLOW DRAIN OFFICE T.O.S. TOP OF STRUCTURE/SLAB 12. SUBSTITUTIONS: SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB -CONTRACTORS CONTRARY TO DRAWINGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIA IF O Z O D Q DIA. DIAG. DIAMETER DIAGONAL G.P. GRADE PLANE OPNG. OPENING TRANS. T.S. TRANSFORMER TOP OF STEP MORE THAN ONE MANUFACTURER IS SPECIFIED IN THE PLANS OR SPECIFICATIONS, IT SHALL BE THE CONTRACTOR'S OPTION TO SELECT THE ONE W HICH HE MAY DESIRE. IF MORE THAN ONE FINISH OR STYLE IS AVAILABLE IN THE ITEM 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 D_ O Z _ Lo O 0-1 U , 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_' D_ O O DN. DOWN H. HIGH TYP. TYPICAL ALSO BE SUBMITTED TO THE ARCHITECT FOR REVIEW AND APPROVAL. LU O C) Uj > � H.B. HOSE BIB 13. INSURANCE: ?i � J I- UJ N H.C. HD. HOLLOW CORE 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 LO 0 (0-1 � /n Z Q) 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 2 GENERAL NOTES CONTINUED 14. SPECIFICATIONS: DRAWINGS AN SAND THESE DRAW INGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FOR A CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOWN OR DESCRIBED SHALL BE DETAILED AND EXECUTED ACCORDING THESE 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 APPLICABLE TO OTHER TRADES. IN CASE OF CONFLICTS, THE AFFECTED CONTRACTOR IS REQUIRED TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER, OR OTHERWISE TO APPLY THE MORE STRINGENT STANDARD. THESE PLANS ARE INTENDED TO SET FORTH THE REQUIREMENTS FOR CONSTRUCTION IN ONLY AN INDUSTRY -STANDARD LEVEL OF QUALITY AND DETAIL, AND THE ARE INTENDED TO BE SUPPLEMENTED BY APPROPRIATE REQUESTS FOR >1111111111 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 OMISSIONS TO THE ATTENTION OF A APPROPRIATE OWNER & ARCHITECT IN WRITING IN A TIMELY MANNER; AND ANY CONTRACTOR WHO FAILS TO DO SO BEFORE BIDDING OR OTHERWISE 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 co ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS, AND NOT TO DEPICT SPECIFIC LOCATIONS (e.g. SCHEMATIC ELECTRICAL PLANS). 15. DIMENSIONS DRAWINGS: FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE, AND DETAIL DRAWINGS IN PREFERENCE TO SMALL SCALE DRAWINGS. SUB -CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF ALL DIMENSIONS IN THE WN 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 U m 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 UNLESS PERMITTED BY THE ARCHITECT. DIMENSIONS SHALL GOVERN. ALL EXTERIOR DIMENSIONS ARE BASED ON NOMINAL SIZES OF MEMBERS AND ARE GIVEN TO THE OUTER FACE OF SUCH 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" J U 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 EITHER 90" OR 45" UNLESS NOTED OTHERWISE. LL O O ^ 16. SUBMITTALS, MEETING NOTES, BULLETINS, AND MEMOS: J TT 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 1 W a U LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FORAN INAPPROPRIATE SUBMITTAL. m 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 HE WRITTEN DOCUMENT ITEMS WILL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT7 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. L W 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 M co 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, THE CONTRACTOR REPRESENTS THAT HE/SHE HAS VERIFIED FIELD CONDITIONS, DIMENSIONS AND RELATED CONSTRUCTION AND HAS COORDINATED THE SUBMISSION CONSTRUCTION WITH THE REQUIREMENTS OF ALL OTHER RELATED WORK IN THE CONSTRUCTION DOCUMENTS. I ALL SHOP DRAWINGS AND CUTS MARKED "REVIEWED" BY ARCHITECT, ARE FOR VERIFICATION OF ADHERENCE TO THE DESIGN INTENT ONLY. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL MEANS AND METHODS AND ERRORS U N 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 LL 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. (V (z) 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 0rl SHALL BE 12" X 12" MIN., ONE UNIT OF EACH TYPE AND FINISH. - 17. ERRORS AND OMISSIONS: z Co 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 W BY THE SUB -CONTRACTOR IN WRITING. IN EVENT OF FAILURE OF SUB -CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, HE WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME. HOWEVER, DRAWINGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK CALLED FOR ON ONE AND NOTTHE OTHER SHALL BE PROVIDED AS THOUGH FULLY ANY 7 L SET FORTH IN BOTH. BARRICADES: 0 C 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. 19. TEMPORARY BRACING: AT ALL TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECT OR ITS COMPONENT PARTS, PRIOR TO COMPLETION OF THE STRUCTURAL FRAME OR REPLACEMENT AND PERMANENT CONNECTION OF COMPONENT MEMBERS TO THE STRUCTURAL FRAME, SUB -CONTRACTORS SHALL PROVIDE, INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO PREVENT DISLOCATION, DISTORTION, CRACKING, FALLING OFF, OR ANY OTHER DAMAGE TO WORK OR ANY OF ITS COMPONENT PARTS DUE TO FORESEEABLE NORMAL AS WELL AS NOT FORESEEABLE EXCESSIVE WIND AND EARTHQUAKE FORCES WITHOUT ADDITIONAL COSTTO OWNER. CONTRACTOR AND HIS SUB -CONTRACTORS SHALL, AT THEIR EXPENSE, REPLACE OR REPAIR, AS DIRECTED, DAMAGED PORTIONS OF THEIR WORK OR COMPONENT PARTS. 20. TOXIC SUBSTANCES REMOVAL: PRIOR TO ANY WORK BEING PERFORMED, WHENEVER THERE ARE EXISTING STRUCTURES TO BE REMOVED OR ALTERED, CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION AND REMOVAL OF ANY TOXIC MATERIALS OR PROJECT MANAGER/ARCHITECT SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS, LEAD PAINTS, MOLD, ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED METHODS, PROCEDURES, DOCUMENTATION AND APPLICATION REQUIREMENTS. BRANDON LINSDAY, AIA 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 m 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 p m 30. AFTER INSTALLING WALL, CEILING, OR FLOOR INSULATION, THE INSTALLER SHALL MAKE AVAILABLE TO THE ENFORCEMENT AGENCY OR POST IN A CONSPICUOUS LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION IS CONSISTENT WITH THE PLANS AND SPECIFICATIONS FOR WHICH THE BUILDING PERMIT WAS ISSUED. THE CERTIFICATE SHALL ALSO STATE THE MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION, L �_, � � Q 'o $ INSTALLED R 2 = p c m , THE R -VALUE, AND (IN APPLICATIONS OF LOOSE FILL INSULATION) THE MINIMUM INSTALLED WEIGHT PER SQUARE FOOT CONSISTENT W ITH THE MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R- O a j Z SV E T 2 O VALUE. �- -9 t H a 2- m L m C m r N O_ N a 3 Q h y 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 _ ._ m N C (n U CAO E N 2 f0 H- O m .- E w (.1-wm�°c IIIIIIIIIIIIIII 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 0mE H 1 = o o w v `O 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOWING HAZARDOUS LOCATIONS: CBC 2406.3 W ? K m `o. m N ; d A. SWINGING AND SLIDING DOORS F- `o Q - 0 m a H a B. WHEN LOCATED WITHIN 60- INCHES FLOORSURFACE I TUBS, SHOWERS, RROOMS. WALKING STEAM U m O a 0 NC RC OF EITHER CAL EDGER60-N SURFACE. N A 24 -INCH A OF DOORS AND WITHIN M C. WITHIN N ES OF U m p ,a x `m a c 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. mc M � c E. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 -INCHES HORIZONTALLY OF WALKING SURFACE AND WITHIN 60 -INCHES ABOVE WALKING SURFACE. 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 B: >. m m o uyi 35. CLEARANCE FOR WATER CLOSET TO BE A MINIMUM OF 24 -INCHES IN FRONT AND 15 -INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION. CPC 407.5 r Z m m y , ~ U O ta 36. THE NET AREA OF THE SHOWER ENCLOSURE SHALL BE 1,024 SQ. INCHES (7.1 SQ. FT.) OR MORE IN THE CLEAR FLOOR AREA, AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 -INCH DIAMETER CIRCLE. CPC 411.7 2 C O y C �¢y co o 4 E 3 _ tom- s a C) I N 0 m m M 9 V � o t' - 37. WALL COVERINGS OR SHOWERS OR TUBS WITH SHOWERS SHALL BE OF CEMENT PLASTER, TILE, OR APPROVED EQUAL, TO A HEIGHT OF NOT LESS THAN 70 -INCHES ABOVE DRAIN INLET. PROVIDE CEMENT BOARD OR CEMENT PLASTER NC/ c m a BACKING FOR TILE. CBC 1210.3 LAS d 2 Z' m g 29 a t 38. MIN. 5/8" TYPE W MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS Q ¢' > N C'- U C r p N m m 2 39. EXTERIOR LATH AND PLASTER: PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. CBC 2510.6J tm. N m A t 40. THE WATER HEATER BURNER TO BEAT LEAST 18 -INCHES ABOVE THE GARAGE FLOOR, IF LOCATED IN A GARAGE. CPC 508.14 �cm m o=0 mam x B a- o m 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 12 m m u C m d .�: L t o 42. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 1-1/2"X 16 GAUGE STRAP WITH 3/8" DIA. X 3" LAG BOLT EACH IND. CPC 508.2 W Z E� s _-�9 E P > > N o m t O W 43. DRYER: «O.�w - m H= THE CLOTHES DRYERS VENT SHALL NOT EXCEED 14 -FEET IN OVERALL LENGTH. CMC 504.3.2 DRYER VENT TERMINATION MUST BE 3 FT. CLEAR FROM OPENINGS INTO THE BUILDING( DOORS AND OPERABLE WINDOWS) . CMC 504.5 PROVIDE A MIN. 100 SQ.IN. OPENING IN THE DRYER DOOR. CMC. 504.3.2 n m .!=:F m .a m = m a= m m c '�"pU 9 U m f _D 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3): REVISIONS A. IN EACH SLEEPING ROOM. B. OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS C. ON EVERY LEVEL OF DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. 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) DEC 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 BURNING FIREPLACE MUST COMPLY WITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES." GAS APPLIANCE FIREPLACE MUST COMPLY WITH THE CALGREEN CODE REQUIREMENTS.' 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARM OR AN APPROVED ALTERNATE DROWNING PREVENTION SAFETY FEATURE. DEC 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. 3902-18 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. 09/07/2018 57. LAND. WALLS LOCATED BTW. NEIGHBORS SHALL BE SHARED ON PROP. LINE. REFER. LAND. DWGS AND SEE ATTACHED DOCUMENT FOR "AGREEMENT TO BUILD A FENCE OR WALL CENTERED OVER THE PROPERTY WALL." 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 PRIOR A TO PROCEEDING WITH THE WORK OR SHOP FABRICATIONS. GENERAL NOTES 1 CITY OF NEWPORT BEACH a` c fL COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DIVISION 100 Civic Center Drive I P.O. Box 1768 1 Newport Beach, CA 92658-8915 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,rLIsnRE51DENTIALCALGreenmandaloryWaWres 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 buildingundergoing permitted alterations additions or improvements shall 9 9 P P 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 110 1. 1 et seq., NBMC 15.11.010 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7. 1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, C. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. 2016 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 FSC\\rokT CITY OF NEWPORT BEACH s. TYPE OF PROTECTION REQUIRED _O 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 1 (949) 644-3200 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS Applicable Standards: 2016 California Residential Code (CRC)' 2016 California Building Code (CBC); 2016 California Plumbing Code (CPC); 2016 California Electrical Code (CEC); 2016 California Mechanical Code (CMC); 2016 Building Energy Efficiency Standards (BEES); 2016 California Green Building Standards Code (Cal Green); & Chapter 15 of the Newport Beach Municipal Code (NBMC) GENERAL: 1. Residential buildingundergoing permitted alterations additions or improvements shall 9 9 P P 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 110 1. 1 et seq., NBMC 15.11.010 2. Issuance of a building permit by the City of Newport Beach does not relieve applicants of the legal requirements to observe covenants, conditions and restrictions, which may be recorded against the property or to obtain plans. You should contact your community associations prior to commencement of any construction authorized by this permit. 3. Prior to performing any work in the city right-of-way an encroachment permit must be obtained from the Public Works Department. 4. A site survey by a licensed surveyor shall be required prior to foundation concrete pour. 5. Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces shall be seven feet, except that the front four feet may have a minimum vertical clearance of four feet. (NBMC 20.40.090 A 4) 6. Utilize one of the city's approved franchise hauler to recycle and/or salvage a minimum of 65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1, 4.408.3) 7. Stairways shall not be less than 36 inches clear width. (CRC 311.7. 1) The minimum head clearance shall be 6"-8" measured vertically from the sloped line adjoining tread nosing. (CRC 311.7.2) 8. Advisory Note: Homeowners Association (HOA) approval may be required for this improvement. 9. Additional permits are required for detached structures including but not limited to: a. Accessory structures, detached patio covers, and trellises, b. Masonry or concrete fences over 3.5 ft. high, C. Retaining walls over 4 ft. high from the bottom of the foundation to the top of the wall. 2016 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. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. 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 walkwa More than a 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. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC 2406.4) a. Swinging, bi-fold, and sliding doors. b. When located within 60 inches above the floor of wet surfaces such as tubs, showers, saunas, steam rooms, or outdoor swimming pool. C. Glazing adjacent to doors: i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of walking surface. ii. Where the glazing is on a wall perpendicular to the plane of the door in a closed position and within 24 inches of the hinge side of an in -swinging door. d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than 18 inches above the floor, top edge more than 36 inches above floor, and within 36 inches of a walking surface, measured horizontally. e. Glazing where the bottom exposed edge of the glazing is less than 36 inches above the plane of the adjacent walking surface of stairways, landings between flights of stairs and ramps. 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 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 0.125gallons/flush 70 All Other Types of Urinal 0.5 allons/flush 1. Includes single and dual flush water closets with an effective flush rate of 1.28 gallons or leas when tested per ASME A122.19.233.2 for single flush and ASME At 12.19.14 for dual flush toilets. 2. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. Environmental Quality 8. Moisture content of building materials used in wall and floor framing is checked before enclosure according to one of the following (4.505.3): a. Moisture content shall be determined with either a probe -type or contact -type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. b. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece to be verified. c. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. 9. Aerosol paints and coatings shall meet the Product -weighted MIR Limits for ROC in Section 94522(a)(2) and other toxic requirements in Sections 94522(e)(1) and (f)(1) of the California Code of Regulations, Title 17, commencing with Section 94520. (4.504.2.3) 10. Carpet and carpet systems shall be compliant with of the following (4.504.3): a. Carpet and Rug Institute's Green Label Plus Program. b. California Department of Public Health Specification 01350. c. NSF/ANSI 140 at the Gold level. d. Scientific Certifications Systems Indoor Advantage TM Gold 11. Minimum 80% of floor area receiving resilient flooring shall comply with one of the following (4.504.4): a. VOC emission limits defined in the Collaborative for High Performance Schools (CHPS) High Performance Product Database. b. Products certified under UL GREENGUARD Gold. c. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program. d. California Department of Public Health Specification 01350. CorrListWESIDENTIP CALGraenMandawo Measums 051196017 2 d. Not less than 3 feet horizontally from the door or opening of a bathroom that contains a bathtub or shower. e. A minimum of 20 feet horizontally from any permanently installed cooking appliance. f. Smoke alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.11.5 & 907.2.11.6. 16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3): a. Outside of each sleeping area in the immediate vicinity of the bedroom(s). b. On every level of the dwelling unit including basements. C. Where a fuel -burning appliance is located within a bedroom or its attached bathroom, a carbon monoxide alarm shall be installed within the bedroom. Carbon monoxide alarms shall be hardwired with battery back-up and interconnected unless exempted in accordance with CRC 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 Required Setback 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 tile adhesives 65 VCT and asphalt tile adhesives 50 Drywall and panel adhesives 50 Cove base adhesives 50 Multipurpose construction adhesives 70 Structural glazing adhesives 100 Single -ply roof membrane adhesives 250 Other adhesives not specifically listed 50 SPECIALTY APPLICATIONS 350 PVC welding 510 CPVC welding 490 ABS welding 325 Plastic cement welding 250 Adhesive primer for plastic 550 Contact adhesive 80 Special purpose contact adhesive 250 Structural wood member adhesive 140 Top and trim adhesive 250 SUBSTRATE SPECIFIC APPLICATIONS 250 Metal to metal 30 Plastic foams 50 Porous material (except wood 50 Wood 30 Fiberglass 80 1. If an adhesive is used to bond dissimilar substrates together, the adhesive with the highest VOC content shall be allowed. 2. For additional information regarding methods to measure VOC content specified in table, see South Coast Air Quality Management District Rule 1168, SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter 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 BuildingStandards Code Chapter 4 and Division 4.5. P , 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: laces: a. Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid fuel burning fireplace. b. Solid fuel burning fireplace must comply with the California Energy Standards mandatory measures. C. Chimney shall extend at least 2 ft. higher than any portion of the building within 10 ft., but shall not be less than 3 ft. above the highest point where the chimney asses through R1003.9 P the roof. CRC 9 ( ) J. Liquid fueled fireplaces are not allowed for interior use. 21. Direct vent9 as appliance fireplace: a. Direct vent sealed -combustion gas appliance fireplace must comply with the Cal Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1) MECHANICAL: 22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1203.5.2.1, CMC 402.5) 23. Where water closet compartment is independent of the bathroom or shower area, a fan will be required in each area. Bathrooms shall have an exhaust fan with humidity control sensor, min. 50 CFM capacity. (CRC R303.3.) 24. Where whole house fans are used in bathroom areas, the fan must run continuously and shall not be tied to a humidity control sensor. (Cal Green 4.506.1) 25. The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90 degree elbows. (CMC 504.4.2.1) 26. Environmental air ducts shall terminate min. 3 feet from property line or openings into building, and 10 feet from a forced air inlet. (CMC 502.2.1) 27. Mechanical equipment shall be installed per the manufacture's installation instructions. (CMC 303.1) 28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3) 29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table 150.1-A.) 2016 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 too coatin s 150 Faux finishing coatings 350 Fire resistive coatings 350 Floor coatings 100 Form -release compounds 250 Graphic arts coatings (signpaints) 500 High 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 penetrating sealers 350 Recycled coatings 250 Roof coatings 50 Rust preventative coatings 250 Shellacs Clear Opaque 730 550 Specialty rimers, sealers and undercoaters 100 Stains 250 Stone consolidants 450 Swimming pool coatings 340 Traffic marking coatings 100 Tub and tile refinish coatings 420 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 conditions ace area volume, or size (Cal Green 4.303.1): P i. Comply with CAL Green Mandatory Requirements b. Addition & Alteration: Existingfixtures shall be replaced to meet the following P 9 requirements: i. Shower Heads: 2.0 gpm @ 80 psi ii. Lavatory Faucets: 1.2 gpm @ 60 psi iii. Kitchen Faucets: 1.8m psi 9P @ 60 iv. Water Closet: 1.28 gallons per flush 31. Clearance for water closet to be a minimum of 24 inches in front and 15 inches from its center to an side wall or obstruction. CPC 402.5 Y ( ) 32. The water heater burner to be at least 18 inches above theara9 e floor, if located in a 9 ora 507.13 garage. CPC 9 ( ) 33. Install a 3 inch diameter b 3 ft. tall steel pipe embedded in concrete slab for protection of Y PP water heaters located in garage. (CPC 507.13.1) 34. Water heaters to be strapped at to and bottom with 1 %' x 16 gauge strap with 3/8" PP P 9 9 P diameter. X 3" lag bolt each end. (CPC 507.2) 35. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC 701.2(2) (a). and 903.1.1) 36. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4) 37. Roof and deck drain systems inside the building are required to be installed with directional DWV drainage fittings. (CPC 1101.4 and & 706.0) 38. Cleanouts are required within 2 feet of the connection between the interior roof and deck drain piping system, and the exterior onsite storm drain system. (CPC 1101.13) 39. All hose bibbs are to have vacuum breakers. (CPC 603.5.7) 40. The maximum amount of water closets on a 3 inch horizontal 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 landless 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 amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12) 55. At a minimum, one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3)) 56. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch circuit garbage disposal, all areas within 6 feet of a sink and all receptacles within 6 feet .9 9 P � P 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) IT 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 SCOWS 4.3.6.4.3 2016 CouList\RESIDENTIALConslructionminimumReq 05/19/2017 7 1 2 3 OJECT NAME CABO CONTEMPORARY ATUS FIRST CHECK/CDP r /1 FORMALDEHYDE LIMITS' Maximum formaldehyde Emissions in Parts per Million V J PRODUCT O J LIMIT Hardwood plywood veneer core 0.05 Hardwood plywood composite core 0.05 Particleboard 5 co 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) IT 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 SCOWS 4.3.6.4.3 2016 CouList\RESIDENTIALConslructionminimumReq 05/19/2017 7 1 2 3 OJECT NAME CABO CONTEMPORARY ATUS FIRST CHECK/CDP r /1 'p E V J N p � O J N U UU rn � Q � LU - m Q LU o C 5 co O th_J U L - 2 U +a La Z N C U o0 U a Q c La area O) _N 0 c m 9) T Q C N C A Q 7 3 Z �3 WZ o a�o-U p, Q a9 - o a 5 L W f=1 0 zN� n -JL r Y L.L 0 o f o 3 F m ^ f 1 V c oc U U m tO 0 0 m LL r O UJ Z O W N Q Q -j U 0- J = W U Z Q Z W Q CO Ur�/ LL Np 0 W Z PROJECT MANAGER/ARCHITECT BRANDON LINSDAY. AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE 06 Q U z J D _ O J U H Q < LL Z Q m � Q 0-0 Z = U 0 C:) Q LU o C 5 co O th_J CIDW [13 O UJ Z O W N Q Q -j U 0- J = W U Z Q Z W Q CO Ur�/ LL Np 0 W Z PROJECT MANAGER/ARCHITECT BRANDON LINSDAY. AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE 06 U -O W ¢'� �4 vi°'Fo.Oa oo r U N > O m N, '- U t9 0. m ni o VJ W=ern a0 >U W = O Q 1 U -a Z m O c N Ir Q N Z C L O N Z m m m Z 0 V fy T p N O N F a- L p ri m m 5 Quo�oT.~.-E>: J ma2E°ossa Q Mr area O) _N 0 c m 9) T Q C N C A W O¢ N N O L �+ Z N L E-o=aU ¢-01,m rnm E O WZ o a�o-U p, m Z O c a m m 5 L W S m N, N_ C@ .m.. 9J i O- .C2 m S C W`°`°a�¢�00E m 3 -JL 0 U U s(n Q m '- 'O L.L 0 o f o 3 F m ^ f 1 V c oc U U m tO 0 0 m LL o am F �H5 O q�n3 �xm o. =`Q �/� d c r ¢< a m V/ Hoo.'oQ wSQ� REVISIONS NO. I REVISION I DATE JOB NO. 3902-18 DATE 09/07/2018 SHEET NO. T-1.2 �o LEGEND m — BLOCK WALL FS — FINISHED SURFACE GM — BRICK SURFACE -0 o—o— — WROUGHT IRON FENCE (WIF) 2 AC — ASPHALT PAVEMENT ❑ ACU — AIR CONDITION UNIT FS GFH 3.9 06 ❑LL a AD — AREA DRAIN a ° °' — CONCRETE SURFACE Q di CATV — CABLE TV BOX a 4 D CL — CENTERLINE Z EG — EDGE OF GUTTER L3 EMH — ELECTRICAL MANHOLE — GRASS SURFACE FF FINISHED FLOOR W W FFG — FINISHED FLOOR GARAGE J X FH — FIRE HYDRANT w FL — FLOWLINE FS — FINISHED SURFACE GM — GAS METER LINE DATA LINE BEARING LENGTH L1 1\117°03'01"E 1 15.00' NG — NATURAL GAS SCO — SEWER CLEAN OUT SDMH — STORM DARIN MANHOLE - SMH — SEWER MANHOLE TB — TOP OF BULKHEAD TC — TOP OF CURB TD — TOP OF DOCK TW — TOP OF WALL WM — WATER METER WV — WATER VALVE () — EXISTING ELEVATION — FOUND MONUMENT 0 — SEARCHED, FOUND NOTHING; TO BE MONUMENTED PRIOR TO GRADING T.B.M. — TEMPORARY BENCHMARK SET ON A WATER METER (WM). ELEVATION = 8.12 FEET LEGAL DESCRIPTION THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL 1: LOT ONE, TWO AND THREE, IN BLOCK FIVE HUNDRED THIRTY-NINE (539) OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA. PARCEL 2: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID LOT ONE (1) IN BLOCK FIVE HUNDRED THIRTY-NINE (539) OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA; THENCE NORTHEASTERLY ALONG THE NORTHEASTERLY EXTENSION OF THE SOUTHEASTERLY LINE OF SAID LOT ONE (1) TO THE LINE OF ORDINARY HIGH TIDE OF THE PACIFIC OCEAN IN NEWPORT BAY, DESIGNATED "SOUTH LINE" AS DESCRIBED IN DECREE OF THE SUPERIOR COURT OF THE STATE OF CALIFORNIA IN AND FOR THE COUNTY OF ORANGE, A COPY OF WHICH WAS RECORDED SEPTEMBER 19TH, 1928 IN BOOK 201, PAGE 253 OF OFFICIAL RECORDS; THENCE WESTERLY ALONG SAID HIGH TIDE LINE TO AN INTERSECTION WITH THE NORTHEASTERLY EXTENSION OF THE NORTHWESTERLY LINE OF SAID LOT ONE (1); THENCE SOUTHWESTERLY ALONG SAID EXTENDED LINE TO AN INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT ONE (1); THENCE EASTERLY ALONG SAID NORTHERLY LINE OF SAID LOT ONE (1) TO THE POINT OF BEGINNING. PARCEL 3: BEGINNING AT THE NORTHEASTERLY CORNER OF SAID LOT TWO IN BLOCK FIVE HUNDRED THIRTY-NINE OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY, CALIFORNIA; THENCE NORTHEASTERLY ALONG THE NORTHEASTERLY EXTENSION OF THE SOUTHEASTERLY LINE OF SAID LOT TWO TO THE LINE OF ORDINARY HIGH TIDE OF THE PACIFIC OCEAN IN NEWPORT BAY, DESIGNATED "SOUTH LINE" AS DESCRIBED IN DECREE OF THE SUPERIOR COURT OF THE STATE OF CALIFORNIA IN AND FOR THE COUNTY OF ORANGE, A CERTIFIED COPY OF WHICH WAS RECORDED SEPTEMBER 19, 1928 IN BOOK 201, PAGE 253 OF OFFICIAL RECORDS; THENCE WESTERLY ALONG SAID HIGH TIDE LINE TO AN INTERSECTION WITH THE NORTHEASTERLY EXTENSION OF THE NORTHWESTERLY LINE OF SAID LOT TWO; THENCE SOUTHWESTERLY ALONG SAID EXTENDED LINE TO AN INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT TWO; THENCE EASTERLY ALONG SAID NORTHERLY LINE OF SAID LOT TWO TO THE POINT OF BEGINNING. PARCEL 4: BEGINNING AT THE NORTHEASTERLY CORNER OF LOT THREE IN BLOCK FIVE HUNDRED THIRTY-NINE OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY; THENCE NORTHERLY ALONG THE NORTHERLY EXTENSION OF THE EASTERLY LINE OF SAID LOT THREE TO THE LINE OF ORDINARY HIGH TIDE OF THE PACIFIC OCEAN IN NEWPORT BAY, DESIGNATED "SOUTH LINE", AS DESCRIBED IN DECREE OF SUPERIOR COURT OF ORANGE COUNTY, A CERTIFIED COPY OF WHICH WAS RECORDED SEPTEMBER 19, 1928 IN BOOK 201, PAGE 253 OF — — OFFICIAL RECORDS; THENCE WESTERLY ALONG SAID HIGH TIDE LINE TO AN INTERSECTION WITH THE NORTHEASTERLY EXTENSION OF THE NORTHWESTERLY LINE OF SAID LOT FOUR; THENCE SOUTHWESTERLY ALONG SAID EXTENDED LINE TO AN INTERSECTION WITH THE NORTHERLY LINE OF SAID LOT FOUR; THENCE EASTERLY ALONG THE NORTHERLY LINE OF SAID LOTS FOUR AND THREE TO THE POINT OF BEGINNING. to EXCEPTING THEREFROM ANY PORTION INCLUDED WITHIN PARCEL 2 OF CERTIFICATE OF COMPLIANCE 2018-012 RECORDED MAY 23, 2018, AS INSTRUMENT NO. 2018000188810, OFFICIAL RECORDS OF ORANGE COUNTY, CALIFORNIA. TITLE REPORT NOTES LEGAL DESCRIPTION & EASEMENTS SHOWN HEREON ARE PER A TITLE REPORT PREPARED BY CHICAGO TITLE COMPANY, DATED MAY 17, 2018, TITLE NO. 58601802506-JFA. EASEMENT NOTES ITEM 6: AN EASEMENT FOR PUBLIC WATER WAY OR HIGHWAY AND INCIDENTAL PURPOSES, RECORDED JANUARY 4, 1930 IN BOOK 339, PAGE 319, OF OFFICIAL RECORDS. EASEMENT AFFECTS SUBJECT PROPERTY AND NOT PLOTTED HERE ON DUE TO LACK OF BACKUP DOCUMENTATION. BENCHMARK INFORMATION BENCHMARK NO: J-782 FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "J 782 1946", SET IN THE TOP OF A CONCRETE POST. MONUMENT IS LOCATED IN THE NORTHEAST CORNER OF THE INTERSECTION OF 29TH STREET AND NORTHBOUND NEWPORT BOULEVARD, 24.3 FT. EASTERLY OF THE CENTERLINE OF THE NORTHBOUND LANES ALONG NEWPORT BOULEVARD AND 23.3 FT. NORTHERLY OF THE CENTERLINE OF 29TH STREET. MONUMENT IS SET LEVEL WITH THE SIDEWALK. ELEVATION: 7.142 FEET (NAVD88), YEAR LEVELED 1989 z 0 O D C) U W 0 O CL CL w am w 0 oa 00 mm I N � 00 mm I Q ; co 0 m r1 2 7.53 0 ❑ FS GFH 3.9 06 ❑LL J \ r i X WQ� Q � �- (s 70) [] 00 C7 3 o 0 Z Q Y L3 7.64 Q � Z Q W N N D Q7 0 J X z 1 w Osco o v W ❑ It a F - Q C7 L- Zw T. ~ Z 8.00 7.88 8.13 TC (8.12) 8.00 7.53 TC FL7.66 Z ❑ Q w = 5 EG EG (7.71)FL GM GUTTER 1 = a. 00 LJPin j A66 li.4o�r� I co 0 8.60 8.55 a 7.53 FS GFH 3.9 06 EG U \ 00 �- (s 70) o o w II Z Q Y P1 v 7.97 7.64 / 1 `J Q Q FS FS N72°5715"W 89.95 SCO D � — M U (Z i LJPin j A66 li.4o�r� I co 8.60 8.55 a 7.53 FS GFH 3.9 06 EG W N �- (s 70) 43 (8.5 8.14 8.14 P1 v 7.97 7.64 / 1 `J Q Q FS FS N72°5715"W 89.95 SCO .12 WA EG 7.90 AC U 0 Osco o v W LT 70 T. T 8.00 7.88 8.13 TC (8.12) 8.00 7.53 TC FL7.66 7.94 9.51 Q w ` J 5 EG EG (7.71)FL GM GUTTER LL 7 Z 1 8 22 AC AC PAVEMENT CHANNEL EG 8.16 z w _ - - - - - AC - - k O Q m NGSj PLACE SPIKE & WASHER 'LS O U STAMPED 4693' O Q s.21 � BASIS OF BEARINGS SMH m co THE BASIS OF BEARINGS SHOWN HEREON ARE BASED ON W THE CENTERLINE OF CHANNEL PLACE HAVING A BEARING OF N72057'15"W PER R.S.B. 214/16 7/11/2018 *P.LS.516 Z SURVEYOR'S NOTESL LA SG PAUL D. CRAF DATE LICENSE RENEWAL ATE 12/31/18 1. THE DISTINCTIVE BOUNDARY SHOWN HEREON WAS PLOTTED PER ON-SITE yg\pO�MIN/Cp 4`� °�Pm NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE J FIELD OBSERVATIONS, ALL BEARINGS AND DISTANCES ARE MEASURED, a a No. 8516 STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LLJ UNLESS NOTED OTHERWISE. Exp. 12/31118 LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE = oD sr P qTF PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING vi a 2. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY OF CAUFp DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION SHEET NO. CORNERS OR OFFSETS BEFORE STARTING GRADING. REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. II 1 OF 1 :21 m 0 z U w O l\ m00 0 � J co J W -T1 � F— n 14.50' T.O.F. L OLL (E.) 8.71 F.S. 12 16 13 17F 19 28 3'-1" 3'-0" 15'-0" 2 21'-911 F.O. . / 9'-11318" CL. TO P.L. 5'-0518" � �CLR.� C.L. TO CURB CURB TO P.L. 3'- 0" R.Y.S� B. I 8 00I 2 -CAR GARAGE N I SLOPE PER CIVIL N I I I Ili L0 I O I N IIS , NEIGHBORING PROPERTY, LOT 3 - NOT A PART, UNDER SEPARATE SUBMITTAL N 17° 03'01 "E 90.67' j TRASH 20 STAIRS 20 I FPWDWDR- _-- -_-- I — U STEP REF. i 11UPCIVIL DWGS. I_.. ■ 9.00' T.O.S.VA I 3, I1" 19'-65/8' 1 3' CLR. XI I_Ips EO.F. 2 t 15 d d LL � V1 I 14 2um14.50'T.0' F NEARBY (E.) 8.55 .S. I II II I II II I C) �,�IJJ,�IJi i I I GL. ELEV. j ENTRY 9.00'T. O.S.. W � LL 14.50' T.O.F. (E.) 9.07 F.S. KITCHEN t-© LOT 2 DINING 14:50 N170 0214511E 88.77' m O LL O N o 28 BAR GREAT ROOM o LL: I4.Dv I.U.r OLL (E.) 8.9 F.S. I j I Ij i I I 9.00' T.O.So � I i I i O u: o M 28 27 14.50' T.O.F. 16 2 O LL 0 NEARBY (E.) 9.5 N.G. " L` NEIGHBORING PROPERTY, LOT 1 - NOT A PART, UNDER SEPARATE SUBMITTAL 9.82' / V 9.82' \ 4 1 ® 8.82' T.W. 20'- 0" F.O.F. 20'- 0" F.Y.S. B. 8.82' y PATIO s■ 3 \� PLANTER \ \ E \�� \ 4 26 1\ 11 6.62' T.W. 1� 'C t 9.82' h� GRADE PLANE EXHIBIT POINT #1 = 8.70 POINT #2 = 8.60 POINT #3 = 8.9 POINT #4 = 9.48 35.68 35.68/4 = 8.92' G.P. OJ ECT NAME CABO CONTEMPORARY ATUS 1 FIRST CHECK/CDP r /1 E V J N p � U N U a 5 U U Lu ° 7 PLANTED AREA- PLANT FLOWERS OR TURF IN AREA BETWEEN PROP. LINE & EDGE OF SIDEWALK 8 m 1 HARDSCAPE - STONE PAVERS (AS SELECTED) PER. LAND. DESIGNER T N td y WC U o0 U tf rye C 14 (E.) GAS METER(S) - REF. CIVIL DWGS. Q c� 3 16 (N.) PROPERTY LINE WALL (5'- 6" MAX. ABV. N.G.) - STUCCO FINISH TO MATCH C) �- o�o CENTERLINE OF STREET 19 00 z N� 21 E � 22 Y 23 r � 24 OVERFLOW DRAIN LINE - IN WALU FROM ABV., TO BE METAL VERIFY W/. G.C. (REF. CIVIL DWGS. & DTLS.) 25 DOWNSPOUT - METAL OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 10.05' T.W 2 N Q U s Q n C) a W LU Q w Z m 0CD o0 Oo: U O -ao Lu z C)bc) M o (0-1 U))zrn 004 z QLLI N 0.05'T.W� Q U J LLJ Z ma7ZQ ZLLJ Q m C� LU c) Fm NO o� Z c� co - Lu O z V ARCHITECTURAL SITE PLAN • 1/4" = 1'-0" TRUE NORTH (1) PROJECT NORTH BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE KEYNOTELEGEND 1 SIDE YARD SETBACK 2 PROPERTY LINE 3 PROPERTY LINE FENCE (NEW) O. 6" CURB FOUNDATION, WOOD TO MATCH - (MAX. 6' ABV. N.G.) 4 (E.) ONSITE TREE TO BE REMOVED 5 (E.) SITE WALL TO BE REMOVED/DEMOUSHED 6 OUTLINE OF EXISTING BUILDING - TO BE DEMOLISHED 7 PLANTED AREA- PLANT FLOWERS OR TURF IN AREA BETWEEN PROP. LINE & EDGE OF SIDEWALK 8 (N.) DRIVEWAY APPROACH & CURB CUT, STANDARD CONC. PER CNB STANDARDS - REF. CIVIL DWGS. 9 HARDSCAPE - STONE PAVERS (AS SELECTED) PER. LAND. DESIGNER 10 EXISTING SEAWALL TO BE REINFORCED AND EXTENDED - (REF. SEAWALL PLANS). 11 INTERIOR STAIRS/STEPS - REF. PLANS 12 CURB 13 GUTTER 14 (E.) GAS METER(S) - REF. CIVIL DWGS. 15 _ (E.) SEWER C.O. LOCATION (REF. SURVEY & CIVIL DWGS.) 16 (N.) PROPERTY LINE WALL (5'- 6" MAX. ABV. N.G.) - STUCCO FINISH TO MATCH 17 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 5'- 6" HT. ABOVE NATURAL GRADE) 18 CENTERLINE OF STREET 19 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 20 WATER HEATER -TANK -LESS (ON DEMAND) WALL -MOUNT +44" MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) VENT THROUGH ROOF 21 FIREPLACE - PREFABRICATED, GAS ONLY- DA VINCI CUSTOM FIREPLACE, MODEL'DAVINCI CUSTOM LINEAR GAS FIREPLACE [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 22 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P, MFGR'S. INSTR'S. (CRC R1005) 23 DRAIN LINE- IN WALUFROM ABV., TO BE METAL VERIFY W/. G.C. (REF. CIVIL DWGS. & DTLS.) 24 OVERFLOW DRAIN LINE - IN WALU FROM ABV., TO BE METAL VERIFY W/. G.C. (REF. CIVIL DWGS. & DTLS.) 25 DOWNSPOUT - METAL OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 26 FIRE PIT LOC'N., PROVIDE GAS AS NEEDED 27 (N.) NEIGBORING PROPERTY LINE FENCE UNDER SEPARATE, LOT 1 SUBMITTAL, - (6" MAX. ABV. N.G.) - STUCCO FINISH TO MATCH 28 HARDSCAPE-COLORED &SCORED CONCRETE AS SELECTED PER. LAND. DESIGNER BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE I iI=NtKAL NU I t: SEE SHEET A-3 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. JOB N0, C.N.B. NOTES: 3902-18 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND DATE RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU 09/07/2018 SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY SHEET NO. CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. _ LANDSCAPE NOTES: A000 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. l2 d O to c 0 ry =�o �� z 00 T.t.Z'°v -o c c O O N T T[Y m H d d c.?_''ry a3Q h m oat Zwe °mo wed Q Tg LSC,) OdmE V W m c a dam._ N �1 LL Ucd Ump-m u°i'v U U Z m O c m m v I— y Z c N y m m 2 Q N ". U) N C N N Q9� Tp�N O NL Z �[ O N C ° W, 1- ° E 3 = � L >9v c � ° v a U O 6 N vE 9 C ac U v$m m£ �� O LLIy u01 vdCNL« o c « U Q= K 1 J N 0 .V L «'E EE.. U �E°`o o C $_ a 3 Vu i✓ �, 2 V = U 0.= w U d.°U° �aaoay�a� REVISIONS NO. I REVISION DATE I iI=NtKAL NU I t: SEE SHEET A-3 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. JOB N0, C.N.B. NOTES: 3902-18 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND DATE RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU 09/07/2018 SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY SHEET NO. CONSTRUCTION AUTHORIZED BY THIS PERMIT. 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR SHORING AND UNDERPINNING. _ LANDSCAPE NOTES: A000 1. ENCROACHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANDSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING AREAS WITH RESPECTIVE HEIGHTS AND MATERIALS. l2 67'-31/4' 23'-4318 43'-10718" 16'-11/4" T-0" 2'-85/8" 51/2" 4'-2518" 2'-4" 35'-1118" 718"-:-::e,-03/8" 1718" " Mri M M 4� Km 10.05'T.O.C. 10.05'T 10.05' T.O.C. STAIRS 10.05'T O *1, 10.05'T.O.C. 19'-111/4" Q U 2'-25/8° I KITCHEN BAR FIRST CHECK/CDP Lu Z^� N O O � U N U Q� r a Lu 0 U U W° W U)zCID 11/8", Z M t m 1 aW- n,5- Uj N Ta Q O -O'5 p F11 N td y WC PWDR. o0 U 'O rye C 2 -CAR GARAGE ui z Q c� 3 OIli -O I Y T p N O N F CD N Io �o 9�00'T 0 S. 00 N� TS]CO CNCLS Om O ° E r w Y `n r � SLOPE PER CIVIL C O @ y c W r r w@ @=a=_ S V N@ U O O 9.00' T.O.S. E -E"O F-" a w 3 SLAB DEPRESSION FOR SLIDING DOORS O@ L O W O W @ ma VERIFY W/. G.C. &MFGR. a no 2 m c C a a @ FL-¢o.'coQ mSa� REVISIONS ENTRY NO. REVISION DATE , I-_ GREAT ROOM - - - - SLAB DEPRESSION FOR ELEVATOR 12" TYP. GL. ELM-, VERIFY Wl. G.C. &MFGR. 'I DINING O VERIFY CURB CUTOUTS FOR SLAB DEPRESSION FOR F.P. VERIFY W/. G.C. 10.05' T.O.C. - v v 9.00' T.O.S. WINDOW 1'-21-14 " & MFGR. 10.05' T.O.C. 1 /6' 10.05'T.O.C. 10.05' T.O.C.` 10.05'T.O.C. fi0n O - 10.05'T.O.C. ` - 90-761 _C � r 10.0 CURB CURB. 101/2"8" 1'- 1" 19'-51/4" 5'-35/8" 5'-5" 81/4" T-5518" -0" 4'-2" 59 T-53/8 1/2" 6'-10" 5112 3'- 1'.6118 1 -- -- 21'-2114"— -- — --" 11'-4718" 65'- 9 1/8" - N N (p f0 N [V a a M t� o 60 W N ih in 7/8" 20'- 3 7/8" 1" 20'- 1- 191-111/81, " 19'-111/8" 20'- 1" SLAB EDGE PLAN 1/4" = 1'-0" NOTE: GENERAL CONTRACTOR TO PROVIDE SHOP DRAWINGS CONSISTENT WITH THE CONSTRUCTION DOCUMENTS. GENERAL CONTRACTOR TO REVIEW AND APPROVE ALL FINAL SHOP DRAWINGS PRIOR TO FABRICATION & POURING. ARCHITECT & STRUCTURAL ENGINEER TO REVIEW SHOP DWGS. FOR DESIGN CONFORMITY TO THE CONSTRUCTION DOCUMENTS PRIOR TO FABRICATION & POURING. OJECT NAME Q U CABO CONTEMPORARY ATUS FIRST CHECK/CDP Lu Z^� N O O � U N U Q� r a Lu 0 U U W° W U)zCID (n C �- o E >. a E Z M t m 1 aW- n,5- Uj N Ta Q O -O'5 p T N td y WC U o0 U 'O rye C ui z Q c� 3 OIli -O I Y T p N O N F CD �- Io �o z 00 N� TS]CO CNCLS Om O ° E r w Y `n r � M C O @ y c W r r PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE Q U z a U w w Lu Z^� m O LL c TQ Z y U p�ao Lu 0 3 Q m N L O m -J W U)zCID PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE N N -Z O @ Q w CD CD CD � 00�� @ @ ❑ C TCZ y C aU m 65 � Tof N D N M W 3 Q m N L J Lu ZQ = Q (n C �- o E >. a E Z Lj m aW- n,5- Uj N Ta Q O -O'5 p U 'a U @ o. Fm Z NO oa_ rn3: 0 ui z u OIli -O I Y T p N O N F PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO. 3902-18 DATE 09/07/2018 SHEET NO A-0.2 2s N N -Z O @ TLZ @ @ Q� C COf @ @ O @ @ ❑ C TCZ y C m 65 � Tof N D N 3 Q m N L Q_ 0.0 U �' 1/ O L o 'n m O — N (n C �- o E >. a E ° SE aW- n,5- Uj N Ta Q O -O'5 p U 'a U @ o. W U m p m o c m m a a m< z m a OIli -O I Y T p N O N F Z Q Q mo020T.~�E>: maoE 0d.crn J ��ma=tea �O TS]CO CNCLS Om O ° E r w ' @ -o U oo @a�E�3cy UU `n 6 9 in y N C O @ y c Q N 2 T m@x-m mocE w@ @=a=_ S V N@ U O O E -E"O F-" a w 3 W v` o c U U 1/@i T O@ L O W O W @ ma a no 2 m c C a a @ FL-¢o.'coQ mSa� REVISIONS NO. REVISION DATE JOB NO. 3902-18 DATE 09/07/2018 SHEET NO A-0.2 2s PROJECT NAME CABO CONTEMPORARY STATUS CDP U) ) E N o � U N UU U � t 1 m T N td y WC U o0 U tf 9" 19'- 11 1/4" - 2 5!8" 9' - 81/4" - 32'- 1 5/8" 10 3/8" 3 a M L —L _ _I _ SIL —L 0 0 D F BUILDING AREA SCHEDULE Q E Y r � - - Name AREA COMMENTS m 2, CAR GARAGE T A:0' -9"x2'-33/8" =1.710 FIRST FLOOR 1028.94 SF B. 0'-9'x2'-35/8' =1.726 471 SF -_ _ I i C: 19' 11 1/4" x 22' 9 3/4" = 454.824 SECOND FLOOR 1199.36 SF D:2' -25/8"x5-73/4" =12.526 THIRD FLOOR 319.12 SF -- E.0'-Gx0'-6" = 0.25 471. 2547.42 SF L%L. C FIRST FLOOR H I m GARAGE = 477.036 S.F. 2- CAR GARAGE 471.12 SF N / 1029 SF I N F: 9'-81/4"x5'-73/4" =54.694 471.12 SF G: 11'- 10 7/8" x 16'- 8" = 198.438 G I H: 32'- 1 5/8"x 23'- 9 3/4" = 765.225 Grand total 3018.55 SF C (0'- 10 3/8" x 23'- 9 3/4")/2 = 10.221 FIRST FLOOR = 1,028.578 S.F. I I OPEN VOLUME SCHEDULE NAME AREA COMMENTS N B 11E BALC. 63.31 SF Q U II U � -19'-11114^- 6 — — — MA. BALCONY 199.32 SF w � W - Grand total 262.63 SF L U Q 11' - 10 718" 32'- 15/8" 0 =z Of 0_ O o' U 0 —a0 Lu o�jUui�(0 rnJLnl-LUN O (ham -coZM n FIRST FLOOR (T.O.S.) 1 3/16" = 1'-0" '0 O co Q W aU 12- 18' S 3/4" 4'-4718" 2' 2118" 25' 8 3/8" 7' 6 518" 1' 6 114" TT LL] 1 am ZU Z Q = OD C� Lu c) NO O Z � coJ A: 18'- 5 314" x 12'- 21/4" = 225.215 Lu O Z I 9\� B: 13' 8 1/4' x 11' 8' = 159.688 OPEN VOLUME CALCULTIONS: C' 4'- 4 7/8' x.10' - 11 5/8" = 48.331 D: T- 1 518"x 5'- 10 7/8' = 42.143 MASTER BALCONY E: 1'- 11 5/8" x 5'- 11 1/4 = 11.689 1: T- 6 5/8" x 23'- 113/4" = 181.092 F: 6'- 5 3/8" x 1 V- 10 1/8" = 76.367 2:(1'-61/4"x23'-11314")12 =18.234 G:2' -21/8"x10'-11518" =23.879 BALCONY H: 25'- 8 3/8" x 23'- 9 3/4" = 611.932 O.V. 3: 5'- 4 7/8" x 11' - 8 1/2" = 63.298 SECOND FLOOR = 1,199.244 S.F. TOTAL OPEN VOLUME = 263.624 S.F. PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA PL \11 Nona DOCUMENT VALID UPON F7, SECOND FLOOR T.O.S. (TYP.) ORIGINAL SIGNATURE o h Z c r m 00 c c50 m� R O N Q$ c A m a Z O 'ry d 3 Q N N O n L d F o 0 U:aUm2 voi�v W - W N_ d U ~ O Q Tt 6 N d U m Z m O c m m v a Z c N y m m Z Q N N C N N OdK TO,N O NF Q Y1ma.CL � d 5 6'- 51/2" 14'-1 10 a o d o 2 t t o. - C O y � m �-E a.- v5�3-�vv O y N U= C f0 N �00 0 6 N d O O m E O 0 � C 609r V N D7� T E�n0aNi maim t m O u O O c F S N THIRD OOR Lu i ---_- ---- / a25 'MO �$ U U 319 SF n Q �aoaHEa� A: 6'-51/2"x9'-21/2" =59.470 REVISIONS B: 5'- 6 1/4" x 5'- 4 3/4" = 29.789 C:5' -11/8"x1'-21/4" =6.048 NO. REVISION DATE v D: 7'-11/4"x5'-41/8" =37.962 g D v E: 14'- 1 1/2"x 13' - 1 7/8" = 185.832 un n THIRD FLOOR =319.101 S.F. "v N C IN 5' - 1 118" LIN 5'-61/4" 7-11/4" 14'-11/2" 171 r= L3 THIRD FLOOR T.O"S. (TYP.) JOB NO. `' 3/16" = 1'-0" 3902-18 DATE 11/21/2018 SHEET NO. A-0.3 M H °' SECOND FLOOR 1199 SF OOOO � MA. LC NY 2 -- 1 0 r -15/s" s'-53/6" N - BALC. 63 SF 3 � g N D F 5'-47/8" 13'-81/4" 1'-11516" 25'-83/8" 7'-6518" �1 6'-5318" CONSTRUCTION NOTES: O CONSTRUCT 5" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE HARDSCAPE, FINISH PER LANDSCAPE PLANS. O3 INSTALL 4" FLAT GRATE DRAIN ® INSTALL 4" ATRUIM GRATE DRAIN O5 INSTALL GRATE DRAIN WITH ROCK SUMP PER DETAIL, SHEET C2 ©INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN O CONTRUCT 3"O DRAIN THRU CURB PER CNB STD PLAN 184—L ®INSTALL 24" SUMP WITH 3/4 HP PUMP AND 1.5" DISCHARGE LINE O CONSTRUCT BIO—RETENTION PLANTER 10 EXIST SEWER CLEANOUT, PROTECT 11 REMOVE EXISTING CONCRETE SIDEWALK AND CONSTRUCT 5" MIN. CONCRETE DRIVEWAY APPROACH, PER STD PLAN 163—L 12 REMOVE AND REPLACE ASPHALT WITH 12"Wx12"D FULL DEPTH A.C. PATCHBACK AND TACK COAT ALL JOINT SURFACWES PRIOR TO PLACEMENT 13 CONSTRUCT NEW WATER SERVICE AND INSTALL NEW WATER METER WITH TRAFFIC COVER PER CNB STD PLAN 502—L FG / INVERT PER PLAN 4°DRAIN >o� 9)o� � � ) )o� 0 )n 18"0 GRATE 'ETE ENCASED DISCHARGE LINE 4" PVC PERFORATED PIPE 3/4 CRUSHED ROCK FILTER FABRIC n GRATE DRAIN WITH ROCK SUMP NTS HARDSCAPE EXHIBIT HOUSE + GARAGE= 1567 SF 1"=8' HARDSCAPE = 802 SF DRIVEWAY= 78 SF 2447 SF b 8.49) FS I (9.10) FS \I (8.70) NG (8.88) FS (8.70) FS (8.00) EG I / LADJACENT PROJECT 201, v /ER\EPARATE PERMIT PALM 6 I I I (8.71) FS— \\ Z I J c�5 (9.00) FS �3 B (8.99) FS Z5 I I ~ w w NEW 5' FENCE (9.07) - p (8.77) NO = 9.82 TW I L_ 00 `O 00 ON CURB J 3 'L 00 I __ CC) adN17'03'01"E 90-63' v) I 8.27, TC P------ --------------- —� (8.55) FS — —— - (8.70) NG',.' NEW CURB DRAIN DRAIN.. M ITso n,4'ein \ 74'0 in rc 1 (8:78}''NG.. -- --- -- ----- --— 7.801E .: . ,.,� 1 ), V�fl 8.75 L. NEW WM AND - DS / DS iv SFS HP -- 13 SERVICE LATERAL " I BFS2 _8 52I 8.91 FS PALM Dg _ (9.43) NG 10.05 TC ( ) (7.49}_NG l I--- F_. I P.:209.(. .. I 1— ,I. NAVD88 I �-- — —NAVD88---------- — h I — I 8.13 T (7.71)F (8.22) 1 (8.12) GM N0. I DATE I R E V I S 1 0 N S SPLASH PAD J - DAIkA1 / �T-- NEW TOP OF SEAWALL DESIGNED BY: DRAWN: SC CHCK'D: TR DATE: 8/20/18 2% 14.37) FS 2% 27 27 ° (9.48) FS i ., _!I // j 5.95 IE I_ OWNER/DEVELOPER: BRANDON ARCHITECTS PATTERSON CUSTOM HOME 151 KALMUS DRIVE 3900 CHANNEL PLACE SUITE G-1 LOT 2 COSTA MESA, CA 92626 NEWPORT BEACH, CA 92663 EXIST EXISTING BFF BASEMENT FINISH FLOOR BFP BASEMENT FINISH PAD CONC CONCRETE -- -- It EMH — EP _— { — FD — — — FLOWLINE -- — FINISH FLOOR 1= — --- --- -----------— ----------- ------B ——--I /— SUMPPUMP=----------- FS FINISH SURFACE GB GRADE BREAK OFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD GM GAS METER HH HANDHOLE HP o wN17'03'01"E 1.5'=DISCHARG@-LI4E D 88.75' p I w _ J o co CHIMNEY NEW FENCE ^ 'Z LEAD AND TACK ^ = I Z (8.55) FS � 00)). TOP ON CURB ^ NOTHING n a -- wa-� PLANTER AREA PL PROPERTY LINE 1 ARCHITECT: OWNER/DEVELOPER: BRANDON ARCHITECTS PATTERSON CUSTOM HOME 151 KALMUS DRIVE 3900 CHANNEL PLACE SUITE G-1 LOT 2 COSTA MESA, CA 92626 NEWPORT BEACH, CA 92663 I PREPARED BY: )RKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714)963-6793 JN 9622 31.01 CHIMN TOP QROFESS/0' �sOSco � � z NO. 58627`Am * EXP. 12-31-18 S)T CIVIL OF CAS\FOS 4 ADJACENT PROJECT UNDER SEPARATE PERMIT THOMAS M. RUIZ DATE SOILS ENGINEER/GEOLOGIST COAST GEOTECHNICAL, INC 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W.0.557118-01 DATE: AUGUST 1, 2018 4 BENCHMARK: BENCHMARK NO. J-782 ELEVATION= 7.142 NAVD88 YEAR LEVELED= 1989 NG jti �Of (9.39) FS LEGAL DESCRIPTION: LOT 1 OF BLOCK 539 OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY ABBREVIATIONS 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 OFF 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 INTO 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 TO TOP OF GRATE TOC TOP OF CONCRETE TOF TOP OF FENCE TP TOP OF PILASTER T.O.R. TOP OF RIDGE TW TOP OF WALL WM WATER METER GRADING PLAN LOT 2 3900 CHANNEL PLACE NEWPORT BEACH, CALIFORNIA -z- 1 1 "=4' SHEET: C2 215 EROSION CONTROL 1. IN CASE OF EMERGENCY, CALL ANDREW PATTERSON AT 949-613-5260 (949) 723-1800. 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 NOVEMESER 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%a CHANCE OF QUARTER INCH OR MORE OF PREDICTED PRECIPITATION, AND AFTER ACTUAL PRECIPITATION. A CONSTRUCTION SITE INSPECTION CHECKLIST AND INSPECTION LOG SHALL BE MAINTAINED AT THE PROJEFT SITE AT ALL TIMES AND AVAILABLE FOR REVIEW BY THE BUILDING OFFICIAL (COPIES OF THE SELF -INSPECTION CHECKLIST AND INSPECTION LOGS ARE AVAILABLE UPON REQUEST). 16. TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND. 17. SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS. 18. ANY SLOPES WITH DISTURBED SOIL OR DENUDED OF VEGETATION MUST BE STABILIZED SO AS TO INHIBIT EROSION BY WIND AND WATER. 19. HOME OWNER TO ROUTINELY CLEAN ALL CATCH BASINS AND DRAIN LINES OF DEBRIS. 20. ADDITIONAL BMP'S WILL BE IMPLEMENTED AS DEEMED NECESSARY BY CITY INSPECTORS. BMP FACTS SHEET WM-1 MATERIAL DELIVERY AND STORAGE PROVIDE A MATERIAL STORAGE AREA WITH SECONDARY CONTAINMENT AND/OR WEATHER PROTECTION. NOTE THE MAINTENANCE PRACTICES AND SCHEDULE PROPOSED FOR THIS AREA. WM-2 MATERIAL USE HAZARDOUS MATERIALS, FERTILIZERS, PESTICIDES, PLASTERS, SOLVENTS, PAINTS, AND OTHER COMPOUNDS MUST BE PROPERLY HANDELED IN ORDER TO REDUCE THE RISK OF POLLUTION OR CONTAMINATION. TRAINING AND INFORMATION ON PROCEDURES FOR THE PROPER USE OF ALL MATERIALS MUST BE AVAILABLE TO THE EMPLOYESS THAT APPLY SUCH MATERIALS. WM-4 SPILL PREVENTION AND CONTROL IDENTIFY SPILL PREVENTION AND CONTROL MEASURES THAT WILL BE TAKEN FOR ALL PROPOSED MATERIALS. IDENTIFY THE METHODS, BY WHICH ACCIDENTAL SPILLS WILL BE CLEANED AND PROPERLY DISPOSED OF. WM-5 SOLID WASTE MANAGEMENT PROVIDE DESIGNATED WASTE COLLECTION AREAS AND CONTAINERS. ARRANGE FOR REGULAR DISPOSAL. PROVIDE COVERED STORAGE WITH SECONDARY CONTAINMENT. CONTAINERS ARE REQUIRED TO PROTECT WASTE FROM RAIN TO PREVENT WATER POLLUTION AND PREVENT WIND DISPERSAL. WM-6 HAZARDOUS WASTE MANAGEMENT HAZARDOUS MATERIALS MUST BE DISPOSED OF IN ACCORDANCE WITH STATE AND FEDERAL REGULATIONS. IDENTIFY THE PROPOSED METHODS OF DISPOSAL AND ANY SPECIAL HANDLING CONTRACTS THAT MAY BE APPLICABLE. WM-7 CONTAMINATED SOIL MANAGEMENT PREVENT OR REDUCE THE DISCHARGE OR POLLUTANTS TO STORMWATER FROM CONTAMINATED SOIL AND HIGHLY ACIDIC OR ALKALINE SOILS BY CONDUCTING PRE—CONSTRUCTION SURVEYS, INSPECTING EXCAVATIONS REGULARLY, AND REMEDIATING CONTAMINATED SOIL PROMPTLY. WM-8 CONCRETE WASTE MANAGEMENT STORE DRY AND WET MATERIALS UNDER COVER. AVOID ON—SITE WASHOUT EXCEPT IN DESIGNATED AREAS AWAY FROM DRAINS, DITCHES, STREETS, AND STREAMS. CONCRETE WASTE DEPOSITED ON—SITE SHALL SET UP, BE BROKEN APART, AND DISPOSED OF PROPERLY. CONTAINMENT AND PROPER DISPOSAL IS REQUIRED FOR ALL CONCRETE WASTE. WM-9 SANITARY/SEPTIC WASTE MANAGEMENT UNTREATED RAW WASTEWATER IS NOT TO BE DISCHARGED OR BURIED. SANITARY SEWER FACILITIES ON—SITE ARE REQUIRED TO BE IN COMPLIANCE WITH LOCAL HEALTH AGENCY REQUIREMENTS. SANITARY OR SEPTIC WASTES MUST BE TREATED OR DISPOSED OF IN ACCORDANCE WITH STATE AND LOCAL REQUIREMENTS. TC -1 STABILIZED CONSTRUCTION ENTRANCE A STABILIZED ENTRACE IS REQUIRED FOR ALL CONSTRUCTION SITES TO ENSURE THAT DIRT AND DEBRIS ARE NOT TRACKED ONTO THE ROAD OR ADJACENT PROPERTY. MAINTENANCE OF SUCH A SYSTEM IS REQUIRED FOR THE DURATION OF THE PROJECT. SUCH STABILIZATION MAY BE OF ROCK OR PAVED. SE -1 SILT FENCE SE -3 SEDIMENT TRAP SE -8 GRAVEL BAGS ERODED SEDIMENTS MUST BE RETAINED ON—SITE AND NOT PERMITTED TO ENTER THE DRAINAGE SYSTEM. REQUIREMENT MAY BE WAIVED AT THE SOLE DISCRETION OF THE CITY INSPECTOR IF OTHER EROSION CONTROL BMP'S ARE DEEMED SUFFICIENT. BMP FACTS SHEET ALL BMP'S SHALL BE IN ACCORDANCE WITH MODEL BMP'S FROM THE CALIFORNIA STORMWATER BMP HANDBOOK FOR CONSTRUCTION AT W W W.CAB MPHAN DBOOKS.COM EC1 CONSTRUCT GRAVEL BAG EROSION CONTROL ALONG PROPERTY LINES EXCEPT DRAIVEWAY APPROACHES. THE SAND BAGS SOULD BE 24" WIDE AND 10" HIGH. MINIMUM PER DETAIL HEREON AND IN ACCORDANCE WITH BMP FACTS SHEET #SE -8. 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. I I I long rA 1° 4BA PLACE PGRAVE FENCE WIITH WIND S p -1 z DESIGNED BY: rc � OWNER/DEVELOPER: PATTERSON CUSTOM HOME 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CA 92663 e QROFESS/° �� p�P S M' R �L � �� GP i 0. 58627 * EXP. 12-31-18 * sT�OFC'AUFO��\P THOMAS M. RUZ DATE a� m BENCHMARK: BENCHMARK NO. J-782 ELEVATION= 7.142 NAVD88 YEAR LEVELED= 1989 J U EROSION CONTROL PLAN 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CALIFORNIA rA 1° 4BA PLACE PGRAVE FENCE WIITH WIND S p -1 DESIGNED BY: ARCHITECT: BRANDON ARCHITECTS 151 KALMUS DRIVE SUITE G-1 COSTA MESA, CA 92626 OWNER/DEVELOPER: PATTERSON CUSTOM HOME 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CA 92663 e QROFESS/° �� p�P S M' R �L � �� GP i 0. 58627 * EXP. 12-31-18 * sT�OFC'AUFO��\P THOMAS M. RUZ DATE SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL, INC 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W.O. 557118-01 DATE: AUGUST 1, 2018 BENCHMARK: BENCHMARK NO. J-782 ELEVATION= 7.142 NAVD88 YEAR LEVELED= 1989 LEGAL DESCRIPTION: LOT 1 OF BLOCK 539 OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY EROSION CONTROL PLAN 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CALIFORNIA SHEET: C4 I CHANNEL _ PLACE 12 ice ® W�®�i IMMMAAD o �c 90V7d 73NNVHD w AC PAVEMENT 3 CHANNEL PLACE 0 rA EROSION CONTROL LEGEND CDtDCDC= PLACE GRAVEL BAGS 0 0 o- PLACE FENCE WITH WIND SCREEN z R m Ir la ci I PROJECT PROPERTY V MIN HEIGHT i 2 BAGS MIN. AC Iq w I m< w GRAVEL BAG DETAIL NTS V I 8" MIN EXISTING GROUND PROVIDE APPROPRIATE TRANSITION BETWEEN STABILIZED CONSTRUCTION ENTRANCE AND STREET CONSTRUCTION ENTRANCE NTS 20 DESIGNED BY: ARCHITECT: BRANDON ARCHITECTS 151 KALMUS DRIVE SUITE G-1 COSTA MESA, CA 92626 OWNER/DEVELOPER: PATTERSON CUSTOM HOME 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CA 92663 PREPARED BY: FORKERT ENGINEERING & SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9622 QROFESS/° �� p�P S M' R �L � �� GP i 0. 58627 * EXP. 12-31-18 * sT�OFC'AUFO��\P THOMAS M. RUZ DATE SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL, INC 1200 W. COMMONWEALTH AVE FULLERTON, CA 92833 PH: 714-870-1211 W.O. 557118-01 DATE: AUGUST 1, 2018 BENCHMARK: BENCHMARK NO. J-782 ELEVATION= 7.142 NAVD88 YEAR LEVELED= 1989 LEGAL DESCRIPTION: LOT 1 OF BLOCK 539 OF "CANAL SECTION, NEWPORT BEACH", AS SHOWN ON A MAP RECORDED IN BOOK 4, PAGE 98 OF MISCELLANEOUS MAPS, RECORDS OF ORANGE COUNTY EROSION CONTROL PLAN 3900 CHANNEL PLACE LOT 2 NEWPORT BEACH, CALIFORNIA SHEET: C4 DRAWN: SC CHCK'D: TR DATE: 8/20/18 NO. DATE R E V I S 1 0 N S 20 PROJECT NAME CABO CONTEMPORARY STATUS CDP cn E N O -IN � U N � N i U r � U 'o m > o \ k Q � Quj Q w Q w O O o w o 10 U ui o U LLI N �I v i��l vI�i SII SII i�� O M J U) Z Vim\ IVA\ VA VA 00 IIII/ IIII / �Ijl II��III��i vvvI vv �v �I /ISI % Qc) Lu IN GC -, U \ \� v� v Ivv %I%IIII /� 0 0W z coW ISI j l �I�� I I� _ I I j IIII j/ I I I I/IIII/I I I MIv%I // v W I !�I Iii 1I �i /I ISI ,I IIII/ ��II��/ 00 cy; � ISI Imo! ISI j / W AXONOMETRIC -EASTAXONOMETRIC - NORTH n 2 I/ PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON r \ { lV �t \ �9 f �ORIGINAL SIGNATURE AXONOMETRIC -SOUTHAXONOMETRIC -WEST U -Up TL ZO @ � Q� C m.0 3 y T O Q N D i a3am,N. °as a° @ Eco. C E �/� m�oao-000 W CL v, N � > •• UZ ='omocmma o / W amOT@a@== /Z @ Q @ / Q'O� TOp@ O NF dma—L' _[m 55 o 15Q O@` U— -@ N �I /%I �A oo'moE@3 @m am\ C 7 �x V R m P o@ a 9 s WL@@ U U 3 U co 00 l�J I -O. O.'OQ OsuQ REVISIONS NO. REVISION DATE j�I1 i IIII%Ijl1�� 'I I \�\Ili I I\�I\I \ 1 /il I I Illiil I III I i1i11 � ��I�I �I��I I��i JOB NO. 3902-18 \\ a o%III/% j /III DATE SHEETNO.I I/ZI/ZOIH l i v II j l �I�j t I,II A-1.0 27 3 1 2 A-5.1 A-5.0 A-5 -22'-107/8'- - - - - - -7'-63/4"- 9" 7'-63/4"- 9" ao 4'- 5" 13'- 6 1/4" " 4' - 2 5/8" A-4.0 A-5.1 A-5.2 4 67'- 3 1/4" •16'-23/4"- _ _ _ _ _ _ _ X17'-67/8"- _ _ _ _ T-0`11 �� l'- 1 5/8" 4' - 3" T- 11 1/4" 4 - 3" l'- 3 3/4" 1' - 8.1/4" o C6 --- s C64 5 31 AD -1 32 29 29 3 AD -1 iv R.Y.S.B. 15 o CLR. P - T - - r - - T -N WINE J o WINE v S. 15 STAIRS E8 E9 10 R 12 8 F14 -11[k]9 8 5 10 - - -BAR KITCHEN I 3 A 5.0 - 6" o. -CLR. 2 1 11 S. D 7 ----- - I 1 o l a A-.0 T DW m -- 43 6 F= 8 8- 2 3'-6 A" CLR. EAT -IN ISLAND I M 1 5 2 -CAR GARAGE 7 a_ v - SLOPE PER CIVIL cb m "' NOTE: PROVIDE MIN (2) TYP'X' GYP ON ALL GARAGE SURFACES `" 22 17 UP m -o - 1'-101/8" 3'-101/2" 4'-03/4" 2'-81/8" 2 � I _ 2 7� 6 16 v R o'-71/2" ° 3 3 AD -1 3 GREAT DOOM j 3 � � N AD -1 8 i i I o, I /STEP PER CIVIL �_1 - '__ - - 20'-0" e F:Y.S:B. - - I - EL DI ING 2 - " � 2 N D-1 - 75/8'. A-5.2 I 7t X19 3 T I A-5.2 3 5'-03/4" O I J CLR. LR. 3 v O� � N oj f� I -I O `V� I N L9_-4� 2 ------- 29 1163/8 M 4-21/4 6 4-iiill 3-05/8 3-43/4 3-115/8 8-0 4'-2" 3'-5318" 11/2" T-6" 112" 4'-97/8" 1'-11/8" 6Ar L_ _ _ _ __ __ __ _ _ 03 _ �'-21/4^_ 91'-47/8', -33'-3"_ _ FIRST FLOOR PLAN T -l" 65'-101/8" 19'-101/4" � 1/4" = 1'-0" 3 1 2 1 1 A-5.1 3 1 2 A-4.0 1 1 A-5.1 A-5.0 A-5.0 A-5.1 A-5.2 4 3' -1" 67'- 3 1/4" 20'- 3 7/8" _12'-03/4' - - - - - - 18'-57/8" _ - - - - - _ 16'-83/4" _ - _ - - - 8'-113/4"- 3/8^ 4'-75/8" 5'-101/8" 1'-111/8" 8'-6" V-75/ 31-101/8" T-65/8" 11'-11/8" 3'-61/8" 9'-6" 3'-85/8" 1'-75/8° 3'-67/8" 3'-91/4" 15 14 13 12 11 33 M 20 (3 7�-0" 15'_10. SEA 30" MIN. 11, _ 8,. CLR. - I- - - - - - - - - - CLR. �' CLR. I o _ CLR, tv N I 45 30" MIN. IN 4 8 18 5 - STAIRS a � o 3 D CLR. 22 BATH 21 - m 2% MIN. 45 01 21 BEDROOM #2 A-5.0 SHOWER U3,_6„-- i 3'-6" W.I.C. 19 2' AD -11 20 0" MIN N WR CLR. CLR. F�3 - r A-4.0 1 I CL 23 9 8 5 BUILT-IN o -- - - - - MASTER 10 Z 21 closer 24 BEDROOM 2% MIN. 34 I 2 N 17 0 a 5,_2„ 4 MASTER j I _ _---------------- BALCONY <_ CLR. 24 ;� 20 DN ALP I m rn N 3'.-73/8" �4'-91/2" 2'-31/4"1'-45/8" 10'-53/8" 2'-11/8"1'-65/8" 11 ,7R@0'-71/2" R@0 15 1'-81/4" 8118"\81/8" m 46 II 15-75/8" m F 2 11561-3118, 2-101/2 2-7 1-111/8" 5'-9" 2,2 '-01/4" 7'-33/4" 3'-85/8' 13 FP.6-71/4" 41 37/8 81/8 81/8"1'-23/4" 13 I A-5.1 34 / 11 � r BEDROOM #3 N 14 16 ro ■.. ■ 9 AD -1 13 r / 1 m l AD 1 a 22 4 17 e CON a W.I. EL FLOOR DRAIN "' �� 4'-1718" ? I I 2 11 46 BUILT-IN - LNDRY 9 CLR. MA" BATH 1 2 A-5.2 I AD -1 45 0\\ CLOSET U S 23 8 r sHowER O 21 7 2/°MIN. 11 o TUB 45 s-03/4' 18 -- AD -1 \ CLR. 30 MIN. HERS io 6 5 HIS 18 N I 45 12'- 7" 44 a o I � CLR. � V � � 33 �''' 6L � I CLR. _- 20 r o is 1. 0 V ry V O 19T31 C? v L`J O9 10 45 v 2' 0" T-37/8" 0 2'-35/8" 9'-01/2" 0 2'-41/8" 1'-81/8" 5'-51/2" 2'-61/4" 3'-111/8" 1'-2314" 2'-71/8" 10'-7" 11'-31/2" l'-75/8" T-63/8" n SECOND FLOOR PLAN ooroorM L_ -- -- -- - - -- -- - -- -- -- -- -- -- -- -- -- -- -- U 5'-3718" "' 13'-8114" m IT -7" 25'-83/8" 7'-55/8" JL T-7 65' - 9 1/8" 2'-35/8' 19' -1I A., i* 3 A-5.1 A-5.0 A-5.0 A-5.1 A-5.2 A-5.1 A-5.0 A-5.0 4 A-5.1 A-5.2 19'- 117/8" _ _ _ _ 28'- 10 1/2" _ _ _ _ _ _ 41'- 9 5/S_ _ _ _ _ _ - - -- T- - / 6'-2"- 7'-4314' X15'-3314" � -lir-418" � � �5'-95/8' 3'-51/4" 11 11 3'-101/8" 3'-6518" 35 18 19 ABV. I 36 - -7 0- o a 11 w I \ 34 g / 20 30"MIN �SHWR CLR. MecH. AD -1 BBQ CLR. STAT RS TV `v I 21 23 35 38 34 13 I 41'*3 34 d - -- - -- - 36 \ 3 o I 3'-21/2" _- d --- . d tJ`YC` AD -1 A-5.0 a W e 20 CLR. ----- aZ \ ENGINEER N U BATH #4 / \ �_ \ FOR SPA --- ---------- 0 / ro \ 20'_0" z V 18 28 4 A4.0 1 v I 47 \\ / 5 3 6- 3 6 -- Z \ \ / Z 8 CLR. CLR_ BONUS SUN DECK 30 - - - - -- 26 ao \ I N 4'-53/4" 1'-8i/4° 17 DN. 27 / \ w'. a 34 39 \\I'/ 15R@o'-758^ 3 / a 2'-71/8" -VIEWDEC K-PIT- 27 - a -FIRE PIT- - r \ 46 27 9 \ / AD -1 m, � _ 2 A-5.1 I 15 \ -03/4T-4"l'-45/ Z-101/2" r-101/2" Z-11" s' -1o^ 8'-3" 4'-25/8" AD -1 \ ART 28 � - o- z - 47 34 \ z \ z f g 41J \ g CAOANA o TV MECH. v GL. ELEV. 25 v i 2 J \ ' 26 SKYLIGHTS ABV. @o o / \ 1 / A-5.2 m I 2 0 �7 \ 19 N A/C. WELL \ \ \ AD -1 / / 2%,),7 \ \ / / 34 I A5.2 . -,:N _ FAU CLR N N 36 36 ' 24'_611" 14 2' I '-11/4" 1'-�'8" 6-9112" 0 6'-10" 8'-3" 35 4'-25/8" 11 35 11'-7" (AD -1 _ 9'-6718"_ _ _ _ _i9-35/8" _ _ _ AD 1 iz-IAD-1 _ _ _ 5'-1112" _ _ _ _ _ _ _ _ - n 8'- 4 7/8" 40' - 512" 1 39'- 10 718" THIRD FLOOR PLAN uJI 114- = V-0" 3 3 1 2 1 1 A-5.1 A-5.0 A-5.0 A-4.0 A-5.1 A-5.2 20'- 3 7/8" 1 PROJECT NAME 2 MECHANICAL VENTILATION NOTE: 3 FURNISHINGS -AS SELECTED 4 CABO CONTEMPORARY 1. PROVIDE WHOLE BUILDING MECHANICAL STATUS 6 VENTILATION PER ASHRAE STANDARD 62.2-2016 SECTION FIRST CHECK/CDP 4, WITH EXCEPTION THAT NATURAL VENTILATION 8 COUNTERTOP AS SELECTED THROUGH DOORS AND WINDOWS IS NOT AN BASE CABINET BUILT IN, FINISH AS SEL 10 ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING C /1 E VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152 KITCHEN EXHAUST HOOD PROVIDE MIN. RATE OF 100 CFM INSTALL & PROVIDE POWER PER MFGR'S INSTRS. o (a)). FOR CONTINUOUS WHOLE -BUILDING VENTILATION, 14 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR WATER HEATER -TANK-LESS (ON DEMAND) WALL -MOUNT +44" MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) VENT THROUGH ROOF ro EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 17 < ¢ '- U � CFM FOR EACH OCCUPANT (ONE OCCUPANT PER w _ BEDROOM +1). VENTILATION TO BE PROVIDED BY 20 f° '- EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND TEMPERED GLASS ENCLOSURE - 1/2" THK. (MIN. 318" THK.) GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) � L SUPPLYAIR. 23 LAUNDRY SINK - AS SEL. 24 T Y ro 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM 26 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. (CMC 904.1) VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF U v -moo WHOLE -BUILDING VENTILATION REQUIREMENT). M 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) CALCULATIONS: ¢ T n UNIT: 2,549 S.F. 32 CD ; (0.01)2,549 S.F.+ [7.5 CFM x OCC. (BED. +1)] _ CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. -ARCH TO APPV. W 3 25.49 CFM + (7.5 x 4) = 55.49 CFM REQ'D. 35 3 36 C 37 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT Q > o 39 STRUCTURAL STEEL COLUMN., SIZE PER STRUCT., VERIFY ALL DIMS W/. ARCH PRIOR TO STEEL FABRICATION 0 0 FIRE PIT LOC'N., PROVIDE GAS AS NEEDED z N� 1 KEYNOTELEGEND DISHWASHER -AS SELECTED 2 KITCHEN SINK -AS SELECTED 3 FURNISHINGS -AS SELECTED 4 TOILET- MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 5 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 6 RANGE - VERIFY APPLIANCE W/. OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFGR.) 7 BATHTUB -AS SELECTED (VERIFY LOC'N. OF FIXTURES W/. OWNER) 8 COUNTERTOP AS SELECTED 9 BASE CABINET BUILT IN, FINISH AS SEL 10 UPPER CABINET- BUILT-IN, FINISH AS SEL. 11 CUSTOM BUILT KITCHEN ISLAND PER OWNER & ARCH. 12 KITCHEN EXHAUST HOOD PROVIDE MIN. RATE OF 100 CFM INSTALL & PROVIDE POWER PER MFGR'S INSTRS. 13 FIREPLACE PREFABRICATED, GAS ONLY DA VINCI CUSTOM FIREPLACE MODEL DAVINCI CUSTOM LINEAR GAS FIREPLACE [DTL. 22/AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AN INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFGR. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 14 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS 15 WATER HEATER -TANK-LESS (ON DEMAND) WALL -MOUNT +44" MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) VENT THROUGH ROOF 16 1-3/8" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1) 17 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 18 BASE CABINET- SINK UNIT, BUILT-IN, FINISH AS SEL. 19 RESIDENTIAL ELEVATOR -'ROCKY MOUNTAIN' OR EQUIV., SHAFT SIZE = 60" X 60" CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 20 SHOWER- HOT -MOP PAN, PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH; NET AREA 7.1 S.F. MIN.; 30" DIA. CIRCLE MIN., REF. DTL. 17/AD-1 21 TEMPERED GLASS ENCLOSURE - 1/2" THK. (MIN. 318" THK.) GLASS TO BE ETCH MARKED (FRAMELESS U.N.O.) 22 WASHER - PROVIDE HOOK-UPS & POWER - INSTALL PAN & DRAIN UNDER WASHER (TYP.) - G.C. TO VERIFY LOC'N. & SIZE 23 LAUNDRY SINK - AS SEL. 24 SHELF AND POLE - BUILT IN, FINISH AS SEL. 25 A/C. CONDENSER UNIT- SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) SEP. PERMIT REQ'D, REF. 7/T-1 DEF. SUBMTL. #3 26 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. (CMC 904.1) 27 INTERIOR GUARD - MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS.4 & 9/AD-1 28 INTERIOR HANDRAIL - 34" - 38" ABV. NOSING (36" TYP. U.N.O.), REF. DTLS. 4 & 9/AD-1 29 1-1/2" MAX. STEP AT OUT SWING DOORS (R311.3.1) 30 PROVIDE POWER FOR BUILT-IN APPLIANCE/EQUIPMENT 31 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 32 DOWNSPOUT - METAL OR EQUIV. - AS SEL. (ARCH. TO APPROVE) 33 CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. -ARCH TO APPV. 34 EXTERIOR GLASS GUARDRAIL- MIN. 42" HEIGHT -4" MAX. SPHERE OPENING, REF. DTLS.4 & 17/AD-1 35 DECK/BALCONY DRAIN - SLOPE 2% MIN. - REF. DTL. 11/AD-1 36 OVERFLOW DRAIN PER DTL. 11/AD-1 37 EXTERIOR GUARDRAIL - MIN. 42" HEIGHT 38 BBQ, AS SEL. - PROVIDE NATURAL GAS 39 STRUCTURAL STEEL COLUMN., SIZE PER STRUCT., VERIFY ALL DIMS W/. ARCH PRIOR TO STEEL FABRICATION 40 FIRE PIT LOC'N., PROVIDE GAS AS NEEDED 41 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 42 FREEZER -VERIFY APPLIANCE W/.OWNER 43 REFRIGERATOR- VERIFY APPLIANCE W/. OWNER 44 WINDOW TO MEET EGRESS REQ'TS. - REF. WINDOW NOTE #6 ON SCHEDULE 45 EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A-4, DTL. 8/AD-1 46 TUFFLEX' WATERPROOF MEMBRANE PER ICC# ESR -2201 47 FLAT ROOFING PER DETAIL 5/A-3 &MAT. SCHED. ON A-4 CONSTRUCTION NOTE PROVIDE CURB FOR ALL PERIMETER PROJECT MANAGER ARCHITECT WALLS AT 10.05'. NAVD88 BRANDON LINSDAY, AIA DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) DOCUMENT VALID UPON TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 FIRE RATED CEILING ASSY. REF. DTL 7/AD-1 ORIGINAL SIGNATURE o >z C D 05 EXT. FIRE RATED PARTITION REF. DTL. 12/AD-1 0 6 0 29912 o a-Ez 0 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 m A =Z 8 m T m y - d L l0 C m '�" N 2 O O a3¢ h m oat - NEW WALL -2 x6 STUDS @ 16" O.C. U-wo E TE m °c am ® NEW WALL - 2 x 4 STUDS @ 16" O.C. ~ a " ° ° U:a0mgm W O K N d> V ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. o ° ¢ Z Z ¢ N�=y 0 y ry 0 CONCRETE RETAINING WALL - REF. STRUCTURAL p Oda:mro wF3 a. ZdNw W TH A- U O O N 0 E CONCRETE MASONRY WALL - 6" CMU U.N.O. 3 p y N U C f0 N ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED z ° r g a°"= STUD @ 16" O.C. J n x ® ofO1°`lW-tm3'0 °>_ WINDOW - REFERENCE SCHEDULE FO t I0 - O O V E O P at EN J ya�C=�a=o t H 2�9rr ¢ N¢ DOOR - REFERENCE SCHEDULE LI_ F- -7 REVISIONS CABINET - BUILT IN CASEWORK NO. I REVISION I DATE L J O COLUMN -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 JOB NO. 3902-18 DATE 11 WINDOW WALL TAG - REFERENCE SHEET A-7.0 09/07/2018 SHEET NO. 101 DOOR TAG - REFERENCE SHEET A-7.0 ri WINDOW TAG -REFERENCE SHEET A-7.0 ? KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A�2NO A PLAN LEGEND 217 A z Y O 2 r � M � W � PROVIDE CURB FOR ALL PERIMETER PROJECT MANAGER ARCHITECT WALLS AT 10.05'. NAVD88 BRANDON LINSDAY, AIA DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) DOCUMENT VALID UPON TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 FIRE RATED CEILING ASSY. REF. DTL 7/AD-1 ORIGINAL SIGNATURE o >z C D 05 EXT. FIRE RATED PARTITION REF. DTL. 12/AD-1 0 6 0 29912 o a-Ez 0 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 m A =Z 8 m T m y - d L l0 C m '�" N 2 O O a3¢ h m oat - NEW WALL -2 x6 STUDS @ 16" O.C. U-wo E TE m °c am ® NEW WALL - 2 x 4 STUDS @ 16" O.C. ~ a " ° ° U:a0mgm W O K N d> V ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. o ° ¢ Z Z ¢ N�=y 0 y ry 0 CONCRETE RETAINING WALL - REF. STRUCTURAL p Oda:mro wF3 a. ZdNw W TH A- U O O N 0 E CONCRETE MASONRY WALL - 6" CMU U.N.O. 3 p y N U C f0 N ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED z ° r g a°"= STUD @ 16" O.C. J n x ® ofO1°`lW-tm3'0 °>_ WINDOW - REFERENCE SCHEDULE FO t I0 - O O V E O P at EN J ya�C=�a=o t H 2�9rr ¢ N¢ DOOR - REFERENCE SCHEDULE LI_ F- -7 REVISIONS CABINET - BUILT IN CASEWORK NO. I REVISION I DATE L J O COLUMN -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 JOB NO. 3902-18 DATE 11 WINDOW WALL TAG - REFERENCE SHEET A-7.0 09/07/2018 SHEET NO. 101 DOOR TAG - REFERENCE SHEET A-7.0 ri WINDOW TAG -REFERENCE SHEET A-7.0 ? KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A�2NO A PLAN LEGEND 217 N U z Q n U O 2 LU W W Z Q CO LL = D- O U SLo ao LLI z CDbc)�� 3 O-3JLnI-UJN O co -1 -(nZrn PROVIDE CURB FOR ALL PERIMETER PROJECT MANAGER ARCHITECT WALLS AT 10.05'. NAVD88 BRANDON LINSDAY, AIA DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) DOCUMENT VALID UPON TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 FIRE RATED CEILING ASSY. REF. DTL 7/AD-1 ORIGINAL SIGNATURE o >z C D 05 EXT. FIRE RATED PARTITION REF. DTL. 12/AD-1 0 6 0 29912 o a-Ez 0 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 m A =Z 8 m T m y - d L l0 C m '�" N 2 O O a3¢ h m oat - NEW WALL -2 x6 STUDS @ 16" O.C. U-wo E TE m °c am ® NEW WALL - 2 x 4 STUDS @ 16" O.C. ~ a " ° ° U:a0mgm W O K N d> V ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. o ° ¢ Z Z ¢ N�=y 0 y ry 0 CONCRETE RETAINING WALL - REF. STRUCTURAL p Oda:mro wF3 a. ZdNw W TH A- U O O N 0 E CONCRETE MASONRY WALL - 6" CMU U.N.O. 3 p y N U C f0 N ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED z ° r g a°"= STUD @ 16" O.C. J n x ® ofO1°`lW-tm3'0 °>_ WINDOW - REFERENCE SCHEDULE FO t I0 - O O V E O P at EN J ya�C=�a=o t H 2�9rr ¢ N¢ DOOR - REFERENCE SCHEDULE LI_ F- -7 REVISIONS CABINET - BUILT IN CASEWORK NO. I REVISION I DATE L J O COLUMN -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 JOB NO. 3902-18 DATE 11 WINDOW WALL TAG - REFERENCE SHEET A-7.0 09/07/2018 SHEET NO. 101 DOOR TAG - REFERENCE SHEET A-7.0 ri WINDOW TAG -REFERENCE SHEET A-7.0 ? KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A�2NO A PLAN LEGEND 217 QLIJ Co Qo o o aU �- J LLI Z = o Q Z Q LLI m C� LU c) Z NO o� o''LLI � Q z PROVIDE CURB FOR ALL PERIMETER PROJECT MANAGER ARCHITECT WALLS AT 10.05'. NAVD88 BRANDON LINSDAY, AIA DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) DOCUMENT VALID UPON TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.7 ROUGH FRAMING: ALL EXTERIOR WALLS TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 FIRE RATED CEILING ASSY. REF. DTL 7/AD-1 ORIGINAL SIGNATURE o >z C D 05 EXT. FIRE RATED PARTITION REF. DTL. 12/AD-1 0 6 0 29912 o a-Ez 0 INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 m A =Z 8 m T m y - d L l0 C m '�" N 2 O O a3¢ h m oat - NEW WALL -2 x6 STUDS @ 16" O.C. U-wo E TE m °c am ® NEW WALL - 2 x 4 STUDS @ 16" O.C. ~ a " ° ° U:a0mgm W O K N d> V ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. o ° ¢ Z Z ¢ N�=y 0 y ry 0 CONCRETE RETAINING WALL - REF. STRUCTURAL p Oda:mro wF3 a. ZdNw W TH A- U O O N 0 E CONCRETE MASONRY WALL - 6" CMU U.N.O. 3 p y N U C f0 N ® DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED z ° r g a°"= STUD @ 16" O.C. J n x ® ofO1°`lW-tm3'0 °>_ WINDOW - REFERENCE SCHEDULE FO t I0 - O O V E O P at EN J ya�C=�a=o t H 2�9rr ¢ N¢ DOOR - REFERENCE SCHEDULE LI_ F- -7 REVISIONS CABINET - BUILT IN CASEWORK NO. I REVISION I DATE L J O COLUMN -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 JOB NO. 3902-18 DATE 11 WINDOW WALL TAG - REFERENCE SHEET A-7.0 09/07/2018 SHEET NO. 101 DOOR TAG - REFERENCE SHEET A-7.0 ri WINDOW TAG -REFERENCE SHEET A-7.0 ? KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. A�2NO A PLAN LEGEND 217 "EVERGUARD@ TPO" PERFOR. CORNER BEAD 2x SHAPED WOOD CAP c� z LL a U "EVERGUARD@ TPO"f VAPOR BARRIER ('TYVEK' OR EQUIV.) MIN. TWO (2) LAYERS OF GRADED' PAPER ROOF SHEATHING, REF. STRUCT. DIAMOND OR EQUIV. _ SELF FURRING LATH 7/8" STUCCO & METAL LATH O. BLDG. WRAP (TYVEK OR EQUIV.) MIN. TWO LAYERS OF 15# FELT (TYP.) PLYWD. SHT'G., SHEAR PANEL PER STRUCT. -. ROOF/DECK JOISTS AS _ OCCUR, REF. STRUCT., - PROVIDE INSULATION _ PER SCHED. - rJ FLAT ROOF DETAIL 3" = 1'-0" 3 1 2 1 1 A-5.1 A-5.0 A-5.0 A-5.1 A-5.2 I I I I I I A-5.0 I I I I I Z\ A-5.1 I I 2 A-5.2 WIDTH PER PLAN = 3w w a a w w a a tj I (7 Z m z N LL w w a m 3 1 2 A-5.1 A-5.0 FLASH & COUNTER FLASH AS REQ'D. "EVERGUARD@ TPO" 45 -MIL TO 80 -MIL OR "EVERGUARD EXTREME@ TPO" 50 -MIL TO 80 -MIL, FULLY ADHERED WITH "EVERGUARD@ LOW VOC TPO BONDING ADHESIVE", APPLIED AT A RATE OF 0.91 GAUSQ (TOTAL), % TO MEMBRANE AND % TO SUBSTRATE - REF. ITEM 2A2/APPENDIX A -TABLE 2 OF UL ER1306 MIN. I/IN. THICK UNITED STATES GYPSUM CO. SECUROCK@ GYPSUM -FIBER ROOF BOARD OR SECUROCK@ GLASS -MAT ROOF BOARD MECHANICALLY FASTENED WITH DRILL-TECT" RHINOBOND@TPO XHD PLATES OR DRILL-TECT" RHINOBOND@ TPO XHD TREAD SAFE PLATES AND DRILL-TECT' #14 FASTENERS SECURED INTO THE PLYWOOD OR WOOD PLANK WITHIN A MAXIMUM CONTRIBUTORY AREA OF 2.67 S.F. PER FASTENER 12 z LL FASTENERS PER 48 X 96 IN. BOARD) -REF. ITEM C-181fABLE 6 OF UL ER7306 g m 60 i WATERPROOFING MEMBRANE MIN. SUBSTRATE PER STRUCT. 1/4:12 (2%)!5 SLOPE <- 2.5:12 NOTE: APPLY EVERGUARD TPO & PVC CUT EDGE SEALANT TO ALL CUT REINFORCED TPO & PVC EDGE - INSTALL PER MFGR. SPECS & REF. MFGR. MANUAL FOR ADDITIONAL DTL. AND WARRANTY AS WELL AS UL ER1306 1 1 A-5.1 A-5.2 4 RAKE DETAIL 1 1/2" = 1'-0" ROOFING MATERIAL (REF. PLANS) O/. 30# ROOF FELT & CDX PLYWD. ROOF SHTG. (PER STRUCT-L.) EAVE FLASHING W/. DRIP (BY ROOFING MFGR) TO MATCH ROOF CAULK & FLASHING BASE FLASHING (2) 2x SOLID BLK'G. FOR 1 -HR. COND. CONT. 2x4 FASCIA - ARCH. TO APPV. SIZE PRIOR TO CUTTING ROOF RAFTERS STUCCO STOPPER EXTERIOR FINISH - REF. PLANS & MAT. SCHED. 'TYVEK' OR EQ. BLDG. WRAP CDX PLYWD. SHTG. (PER STRUCT'L.) THERMAL BATT INSULIN. INTERIOR FINISH, PER PLAN (WHERE OCCURS) 3 EAVE DETAIL 1 1/2" = 1'-0" ROOFING PER PLAN & MAT. SCHED, SHT. A-5 ROOF SHTG PER STRUCT. 2X ROOF RAFTERS DRIP EDGE (TYP.) (2) SOLID 2X BLK'G. FOR 1 -HR. COND. METAL GUTTER -ARCH. TO APPV. 2X4 FASCIA BD. - ARCH TO APPV. SIZE + COLOR CDX PLYWD. SHTG. (PER STRUCT.) INTERIOR FINISH PER PLANS TYVEK OR EQUIV. BLDG. WRAP EXT. SIDING - REF. ELEV. & MAT. SCHED. UNVENTED ENCLOSED RAFTER ASSEMBLY NOTE: NO INTERIOR CLASS I VAPOR RETARDER SHALL BE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED ROOF FRAMING ASSEMBLY. AIR -PERMEABLE INSULATION (PER PLANS) 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH - (PER PLANS, WHERE OCCURS) VALLEY DETAIL 12 SLOPE PER PLAN CONT. LOCK STRIP, SOLDERED CLEATS @ 18" O.C. MAX. DOUBLE FOLD 3/4" LOCK, ALT. METHOD 2 METAL ROOFING DETAIL 1 1/2" = 1'-0" PRODUCT LISTING: ICC # ESR -2048, CB -150 STANDING SEAM METAL (ZINC OR EQUIV.) - REF. MAT. SCHED. AIA -5, CLASS 'A' ASSY. FASTENERS PER MFGR. INSTRUCTIONS 1/4" DENSGLASS OR EQUIV. MIN. 30# ROOF FELT- (2) LAYERS GAF VERSASHIELD UNDERLAYMENT 15/32" CDX PLYWD. SHTG. MIN. (REF. STRUCT) m 12"-16" O x ARCH. TO APPV. ROOF PLAN 1/4" = 1'-0" KEYNOTELEGEND 1 CHIMNEY CAP/SPARK ARRESTOR- AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 2 SKYLIGHT - SIZE AS DIM.-'VELUX ICC #ESR -2415 OR EQUIV. (REF. DTL. 23/AD-1) 3 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0 4 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 5 DOWNSPOUT - METAL OR EQUIV. -AS SEL. (ARCH. TO APPROVE) 6 OUTLINE OF WALLS BELOW 7FLAT ROOFING PER DETAIL 5/A-3 &MAT. SCHED. ON A-4 8 CRICKET - SLOPE 2% MIN., REF. ROOF PLAN A-4 9 TUFFLEX' WATERPROOF MEMBRANE PER ICC# ESR -2201 10 1 CUSTOM WOOD SCREEN - CLEAR HEART CEDAR OR EQUIV. ARCH. & OWNER TO APPV. NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHTG. (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 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 REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/3001F 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 THE REQUIRED VENTILATION 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 DIRECTLYTO THE UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHT'G. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE 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 ASSEMBLY. 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 REGO. 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 RA SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION. THE AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER THE AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIR IMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. OJECT NAME CABO CONTEMPORARY ATUS z FIRST CHECK/CDP r /1 E V J N p � U N U a U U U W° 0 rnJLnl- O (o» LUN - U) Z C) M W � a m 1 Q T N td y m U 0 0 o0 U 'O >.t d Z m O c m m v Z Q c� 3 z 1� C) �- o �o 00 z N� Q E Y z r � Q 6° v S V N N O'O O C 1 -a Q C 2 NL 3 O C PROJECT MANAGER/ARCHITECT BRANDON LINSI AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE Q U z d U -1 Q LU W W Z Q m ry _ Gory U ry C:) z o�jUui�(o 0 rnJLnl- O (o» LUN - U) Z C) PROJECT MANAGER/ARCHITECT BRANDON LINSI AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE o h Z c m O0 r co m a c zQ E'y'm E o aU T TK m N a N 00°-- d 3 Q N N O n a J = M W f0�0 E>. Ti LLI Z Q ate._ H N ='p_j '-pn d 9 O ZLLJ Q m C�WC� wU:aw = < N 0 U ~ O a 0 0. N >.t d Z m O c m m v Z NO o� co a F. Z c m y m m Z QN 0 Lu z u LO - PROJECT MANAGER/ARCHITECT BRANDON LINSI AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE JOB NO. 3902-18 DATE 09/07/2018 SHEET NO. A-3.0 o h Z c m O0 r c c50 m� m a c zQ E'y'm E o T TK m N a N d 3 Q N N O n a O T p i a h N a f0�0 E>. Ti Or c U .76.� o d m E wLu- ate._ H N ='p_j '-pn d 9 O 2 vi�N wU:aw = < N 0 U ~ O a 0 0. N >.t d Z m O c m m v U m ai a F. Z c m y m m Z QN N C N N OdX TMS- O NF 0 da -: d 5 T Z mw�.H m - N E Q. U O p LO - p yN U= c f N� �a.o am 2� ?,42t z O O N d E C U Q 6° v S V N N O'O O C 1 -a Q C 2 NL 3 O C LL _ O O d _E O O p LL d N U p O Z� n -a UV EE5 `ol-'gl-d O ow O o f0t am' N 2� U -6 _= cm) 1 I LLLiii L 'C N J M'- h r 0. 0.9Q Na..Q REVISIONS NO. I REVISION I DATE JOB NO. 3902-18 DATE 09/07/2018 SHEET NO. A-3.0 13 AD -1 9 10 3 N Z_ LL O LL V � m N ¢ �SECOND FLOOR T.O.S. LTYPI V - - - - - - - 1858, - - - - - - jSECOND FLOOR PLATE (TYE.)-- ---- --- -------------- PL. 0 CID I 0 21 3 2 AD -1 2 A-5.0 37.91' A-5.1 x A-5.2 37.89' HT. CERT. REQ'D HT. CERT. REQ' �0 9 MAX._ RIDGE HEIGHT_________ ------------------- ----3:12------3'12--- :12-- - -- -- - ---- 3:7 MAX_ RIDGE HEIGHT 38.00' rn ;12 �� / 2 ---------------------------- 38.00' �ROOF PLATELTYP.L - - - - 36.17 ------ --- -------- ------ ---- ROOF--36R)I1 20 3 TY . �V 16 A-7.0 4 MAX FLAT---------------- - 18 27 33.00, ----------- --- .o.= - -------------- ---- ------ ---------------------------------- b --------------------- 4u MAX 3 T� J �y Z lY m �THIRD FLOOR T.O.S. YP.) _ ¢ THIRD FLOOR T.O.S. (TYP.) 2817' -- - - - - - - - - - - -- - - 29.17' jk THIRD FLOOR PLATE (TYP.)_- _THIRD FLOOR PLATE�TYP.) n 28.08' ----- - -I- --- ----- 28.08' 77777777qCI A-7.0 10 13 [V N Luof _ [2N o 0 J Z LL N � SECOND FLOOR T.O.S. (TYP. SECOND FLOOR T.O.S. (TYPI 19.58' v 19.58' - - - - - - - - - - - - - - - - - - - SECOND FLOOR PLATELTYP.� �SECOND FLOOR PLATE (TYPE- - - - , PL. -- ------------- 1 -------- -----.-._.. ...-- PL- PL. 18.50' - rh FIRST FLOOR T.O.S. FIRST FLOOR T.O.S. 0' 9.00' NAVD 88 NAVD 88 9.00' III„ II�„ II II� III Ilr„ III I 11 I I l 1_ 9.00, J n FRONT ELEVATION - VERIFY DIRECTION 1/4" = V-0" 3 A-5.1 rh MAX. RIDGE HEIGHT________ 38.00' --------------------------------------------- ROOF PLATE -L - - - - - ------------------------- 36.17' MAX FLAT ---- -- g33.00' LL 7►wl 11 SECOND FLOOR T.O.S. (TYP.) I� 19.58' -SECOND FLOOR PLATELTYP.) 18.50' ��P :J FIRST FLOOR T.O.S.) 9.00' NAVD 88 9.00' REAR ELEVATION - VERIFY DIRECTION I 1/4" = 1'-0" 1 2 1 1 A-5.0 A-5.0 A-5.1 6 21 A-5.2 AD -1 37.86' 37.89' 37.91' 37.91' 37.91' CERT. REQ'D HT. CERT. REQ'D j3 HT. CERT. REQ'D HT. CERT. REQ'D 13 14 3:12 - -3:1 - - --- HT. CERT. REQ'D MAX. RIDGE HEIGHT 38.001_11 -------- ------------------ _---- ROOFPLATELTYP.)n ------------------------------------------------------------- 36 -Ai THIRD FLOOR T.O.S. TYP. _ �- - - - - - - - �THIRD FLOOR PLATE TYP. 2 3'-1718" 26.06, _ z w � � 6 7 U In \ 10 b 0 F b Eo� N Q i N U O J � J N � �� S��__ECOND FLOOR T.O.S.ITYP. v19.58' - - - - -- - - - - - -- - SECOND FLOOR PLATE (TYP.)- - - - - - - 18.50' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 0 2 AD -1 32.83' 25 � HT. CERT. RE 'D-J MAX FLAT ------------- 3 33.00' r Z ' Z LL V ¢ V ¢ N T- 5 3/8" - 29.17' - - -THIRD FLOORPLATELTYP.II� 7 _ 28.08' 9 TYP. 10 5 1 AD -1 z 0 8 3 E U b= 2 0 0 n o F- 3 H 0 1 2 19 121 ro p \ 6 = ` o= o ti o = 10 � � U rn -- - - - - - - - - - - - - - - - 8'-0" U 3'-53/8" T-53/8" -CUSTOM CURTAIN WALL F.V.- �I - - -CUSTOM CURTAIN WALL F.Yj - - - - - - - -CUSTOM CURTAIN WALL F.V KEYNOTE LEGEND I RECLAIMED WOOD SIDING- REF. DTL. 5/AD-1 & MATERIAL SCHEDULE A-4 2 STUCCO FINISH - COLOR AS SEL., ARCH. TO APPV. 21 2 AD -1 2 3 4 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4 A-5.2 A-5.1 A-5.0 6 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 7 DOWNSPOUT -METAL OR EQU IV.- AS SEL. (ARCH. TO APPROVE) 8 37.91'37.91' A 0 5 CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. - ARCH TO APPV. o EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A-4, DTL. 8/AD-1 T. CERT. REQ'D HT. CERT. REQ'D 13 lk_MAX _RIDGE HEIGHT________ 47 -------------- - ----------- - 3. 12' --- ---`= ---3 -- --3:12 - 5--------------------------------M_AX_R--- HEIGHT 38.00, 18 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 13/AD-1 19 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 5'- 6" HT. ABOVE NATURAL GRADE) 38.00' /_ROOF PLATELTYP.L - - - - v36.17' - - - - -7 00 z 8 --------- - _ - ROOF PLATELTYP.� Ev m � Y r � r 7 36.17' 4 FLAT 0 32.83' CERT. REQ' MAX FLAT rk_M_AX_--------------- -- -------- -------------------�-- ______ HT. --- b ----------------- 33.00, 33.00' 2 = LL a ¢ TH_IRD FLOOR T.O.S. JTYP.) _THIRD 29.17' - - - - - - -- - - - - - - - FLOOR T.O.S. (TYP.) - 29.17' THIRD FLOOR PLATE (TYP.)- - - - -------- - -THIRD FLOOR PLATE (TYP.) n 28.08, 28.08' 13 AD -1 9 10 3 N Z_ LL O LL V � m N ¢ �SECOND FLOOR T.O.S. LTYPI V - - - - - - - 1858, - - - - - - jSECOND FLOOR PLATE (TYE.)-- ---- --- -------------- PL. 0 CID I 0 21 3 2 AD -1 2 A-5.0 37.91' A-5.1 x A-5.2 37.89' HT. CERT. REQ'D HT. CERT. REQ' �0 9 MAX._ RIDGE HEIGHT_________ ------------------- ----3:12------3'12--- :12-- - -- -- - ---- 3:7 MAX_ RIDGE HEIGHT 38.00' rn ;12 �� / 2 ---------------------------- 38.00' �ROOF PLATELTYP.L - - - - 36.17 ------ --- -------- ------ ---- ROOF--36R)I1 20 3 TY . �V 16 A-7.0 4 MAX FLAT---------------- - 18 27 33.00, ----------- --- .o.= - -------------- ---- ------ ---------------------------------- b --------------------- 4u MAX 3 T� J �y Z lY m �THIRD FLOOR T.O.S. YP.) _ ¢ THIRD FLOOR T.O.S. (TYP.) 2817' -- - - - - - - - - - - -- - - 29.17' jk THIRD FLOOR PLATE (TYP.)_- _THIRD FLOOR PLATE�TYP.) n 28.08' ----- - -I- --- ----- 28.08' 77777777qCI A-7.0 10 13 [V N Luof _ [2N o 0 J Z LL N � SECOND FLOOR T.O.S. (TYP. SECOND FLOOR T.O.S. (TYPI 19.58' v 19.58' - - - - - - - - - - - - - - - - - - - SECOND FLOOR PLATELTYP.� �SECOND FLOOR PLATE (TYPE- - - - , PL. -- ------------- 1 -------- -----.-._.. ...-- PL- PL. 18.50' - rh FIRST FLOOR T.O.S. FIRST FLOOR T.O.S. 0' 9.00' NAVD 88 NAVD 88 9.00' III„ II�„ II II� III Ilr„ III I 11 I I l 1_ 9.00, J n FRONT ELEVATION - VERIFY DIRECTION 1/4" = V-0" 3 A-5.1 rh MAX. RIDGE HEIGHT________ 38.00' --------------------------------------------- ROOF PLATE -L - - - - - ------------------------- 36.17' MAX FLAT ---- -- g33.00' LL 7►wl 11 SECOND FLOOR T.O.S. (TYP.) I� 19.58' -SECOND FLOOR PLATELTYP.) 18.50' ��P :J FIRST FLOOR T.O.S.) 9.00' NAVD 88 9.00' REAR ELEVATION - VERIFY DIRECTION I 1/4" = 1'-0" 1 2 1 1 A-5.0 A-5.0 A-5.1 6 21 A-5.2 AD -1 37.86' 37.89' 37.91' 37.91' 37.91' CERT. REQ'D HT. CERT. REQ'D j3 HT. CERT. REQ'D HT. CERT. REQ'D 13 14 3:12 - -3:1 - - --- HT. CERT. REQ'D MAX. RIDGE HEIGHT 38.001_11 -------- ------------------ _---- ROOFPLATELTYP.)n ------------------------------------------------------------- 36 -Ai THIRD FLOOR T.O.S. TYP. _ �- - - - - - - - �THIRD FLOOR PLATE TYP. 2 3'-1718" 26.06, _ z w � � 6 7 U In \ 10 b 0 F b Eo� N Q i N U O J � J N � �� S��__ECOND FLOOR T.O.S.ITYP. v19.58' - - - - -- - - - - - -- - SECOND FLOOR PLATE (TYP.)- - - - - - - 18.50' - - - - - - - - - - - - - - - - - - - - - - - - - - - - 14 0 2 AD -1 32.83' 25 � HT. CERT. RE 'D-J MAX FLAT ------------- 3 33.00' r Z ' Z LL V ¢ V ¢ N T- 5 3/8" - 29.17' - - -THIRD FLOORPLATELTYP.II� 7 _ 28.08' 9 TYP. 10 5 1 AD -1 z 0 8 3 E U b= 2 0 0 n o F- 3 H 0 1 2 19 121 ro p \ 6 = ` o= o ti o = 10 � � U rn -- - - - - - - - - - - - - - - - 8'-0" U 3'-53/8" T-53/8" -CUSTOM CURTAIN WALL F.V.- �I - - -CUSTOM CURTAIN WALL F.Yj - - - - - - - -CUSTOM CURTAIN WALL F.V SECOND FLOOR T.O.�TYP.) n - 19.5 -8' -CI SECOND FLOOR PLATELTYP.) � %__ 18.50' LL Z F o io U 0 20 FIRST FLOOR T.O.S.) - - - - - - - - - - - - - r FIRST FLOOR WJ 9.00' - - - - - -- - - NAVD 88 llu s.00'� � l I I I I I I I I I I I I I I I I I I � III III l -III I 1--I I EI I III III III III -III III -III- n LEFT ELEVATION - VERIFY DIRECTION 11 `j 1 1/4" = 1'-0" 1 AD -1 1 2 1 3 A-5.2 A-5.1 A-5.0 A-5.0 A-5.1 37.91' OL 37.91' 23 37.89' 37.89' --- HT. CERT. REQ'D 9 HT. CERT. REQ'D AD -1 `- HT. CERT. REQ'D 9 HT. CERT. REQ'D -MAX RIDGE HEIGHT__________________ -3:1 312 _ ___3:1-----------__MAX_RIDGE HEIGHT 38.00' 23 ��---'.=----------------------------------------------- 38.00' ROOF PLATELTYP.L - - - - - - - - 36.1T ---------------------------------- ----- ------ 5 TYP.'V -----------------------ROOFPLATE�TYP. 14 16 32.83' AD -1 19 32.67' 3 HT. CERT. REQ'D HT. CERT. REQ'D 3 MAXFLAT------------------------- --_------------------------------------------------ --------------------------- ------------------------------------------------- --- ---- -- ---- ------ --- _MAX FLAT -- ----------------------------------- ----- - -------------------- 33.00' 33.00' E2 lC r� Z LL � O Z LL m E2 18 LL ¢ z O 7 ¢ z \ / ��THIRD FLOOR T.O.SOYP. _ _ __-__ -_ _____ _M z._ _ _ _ _ __ _ __ THIRD FLOORT.O.S.(TYP. X29.17' L - - - - - °' J 2 TSP. - - - - - -- 29.1 THIRD FLOOR PLATE- - ---------------------------------------- ---_ ---- ----- m --------------------- --------- --- ----THIRD FLOORPLATETYP28.0 - - - - - - - - �8.08' I � 3 ------¢ -- Z------ A�:O------- 28.08 ADA z N g I I ¢ 11 12 14 15 \ \ b2 10 b= TYP. \\ 3 TYP. F \\ m b io 0 6 1 v v 2 zo i SECOND FLOOR T.O.S. (TYP.) OL SECOND FLOOR T.O.S. (TYP.) _ _ _ 19.5.58' d �58 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - rk- - - -SECOND FLOOR PLATEI1 TYP.) n SECOND FLOOR PLATE (TYP - - - - - .) --------------------------------------------------------------" -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18.50' `° 8.50' O z \ ° z z 5 m , \ O [2 a 15 m 2 m , s FIRST FLOOR T.O.S. `j I I I I I FIRST FLOOTR(T.O.S.) n NAVD 88 a 58,1 I 7-777 7kNAVD 88 9.00' = I 1 I I I I -I I I I I I I I I I I I 1 I I 1 I I I I A === I I=1 11 I =1 I I -I I I -I I I -I I I=1 11 I =1 I I I I I I I=II 9.DD' I II1-1 1 11I I11 III II1 II1 1I 11 111 I III III I11 II1 111 II 111 111 III III I I I I I I I I I I I I III III III I I- 4 RIGHT ELEVATION - VERIFY DIRECTION 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 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 SIDING: MANUFACTURER:TBD SPECIES: WALNUT ('CLEAR HEART ORA CLEAR') SIZE: 1x6 TREATMENT: STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV) SCORE & BACK -PRIME AS NEEDED EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE -OLIVE ROAD ORANGE, CA 92865 P: 714.627.1700 COLOR: WHITE APPLICATION: THREE -COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) EXTERIOR STONE VENEER SUPPLIER: TBD STONE TYPE:CABO-STONE COLOR: LT. BEIGE & SAND, COLOR GROUT TO MATCH APPLICATION: SPLIT FACE THICKNESS: 1" - 1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F METAL ROOFING: (CLASS'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P'909.664.1500 PRODUCT: STANDING SEAM ZINC ROOFING, CB -150 COLOR: NATURAL ZINC NOTES: USE CONTINUOUS 16" OR 18" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 2/A-3.0 WEIGHT: APPX. 2 PSF. CODE: ICC # ESR -2048, CB -150 FLAT COOL ROOFING: PRODUCT: TPO MEMBRANE MFGR: GAF, EVERGUARD- WWW.GAF.COM COLOR: ENERGY GRAY 322 (COOL COLOR TECH.) APPLICATION: REF. DTL. 4 & 5/A4 (INSTALL PER MFGR) CODE: ICC -CLASS A ASSEMBLY (ICC# ESR -1597) UL LISTING-TGU.R1306 TPO FULLY ADHERED CLASS A WEIGHT: N/A GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WWW .RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA, CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING &WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. 1 KEYNOTE LEGEND I RECLAIMED WOOD SIDING- REF. DTL. 5/AD-1 & MATERIAL SCHEDULE A-4 2 STUCCO FINISH - COLOR AS SEL., ARCH. TO APPV. 3 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 13/AD-1 4 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4 5 SKYLIGHT- SIZE AS DIM.-'VELUX' UES REPORT#199 OR EQUIV. (REF. DTL. 23/AD-1)-MAX 6" ABV. ROOF 6 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 7 DOWNSPOUT -METAL OR EQU IV.- AS SEL. (ARCH. TO APPROVE) 8 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. A 0 10 CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. - ARCH TO APPV. o EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A-4, DTL. 8/AD-1 12 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 13 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0 14 CHIMNEY SHALL EXTEND AT LEAST ZHIGHER THAN ANY PORTION OF THE BUILDING WAN. 10', BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 15 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 16 STRUCTURAL STEEL COLUMN, SIZE PER STRUCT., VERIFY ALL DIMS W/. ARCH PRIOR TO STEEL FABRICATION 17 PROPERTY LINE FENCE (NEW) O. 6" CURB FOUNDATION, WOOD TO MATCH - (MAX. 6' ABV. N.G.) 18 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 13/AD-1 19 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 5'- 6" HT. ABOVE NATURAL GRADE) 20 SECOND FLOOR T.O.�TYP.) n - 19.5 -8' -CI SECOND FLOOR PLATELTYP.) � %__ 18.50' LL Z F o io U 0 20 FIRST FLOOR T.O.S.) - - - - - - - - - - - - - r FIRST FLOOR WJ 9.00' - - - - - -- - - NAVD 88 llu s.00'� � l I I I I I I I I I I I I I I I I I I � III III l -III I 1--I I EI I III III III III -III III -III- n LEFT ELEVATION - VERIFY DIRECTION 11 `j 1 1/4" = 1'-0" 1 AD -1 1 2 1 3 A-5.2 A-5.1 A-5.0 A-5.0 A-5.1 37.91' OL 37.91' 23 37.89' 37.89' --- HT. CERT. REQ'D 9 HT. CERT. REQ'D AD -1 `- HT. CERT. REQ'D 9 HT. CERT. REQ'D -MAX RIDGE HEIGHT__________________ -3:1 312 _ ___3:1-----------__MAX_RIDGE HEIGHT 38.00' 23 ��---'.=----------------------------------------------- 38.00' ROOF PLATELTYP.L - - - - - - - - 36.1T ---------------------------------- ----- ------ 5 TYP.'V -----------------------ROOFPLATE�TYP. 14 16 32.83' AD -1 19 32.67' 3 HT. CERT. REQ'D HT. CERT. REQ'D 3 MAXFLAT------------------------- --_------------------------------------------------ --------------------------- ------------------------------------------------- --- ---- -- ---- ------ --- _MAX FLAT -- ----------------------------------- ----- - -------------------- 33.00' 33.00' E2 lC r� Z LL � O Z LL m E2 18 LL ¢ z O 7 ¢ z \ / ��THIRD FLOOR T.O.SOYP. _ _ __-__ -_ _____ _M z._ _ _ _ _ __ _ __ THIRD FLOORT.O.S.(TYP. X29.17' L - - - - - °' J 2 TSP. - - - - - -- 29.1 THIRD FLOOR PLATE- - ---------------------------------------- ---_ ---- ----- m --------------------- --------- --- ----THIRD FLOORPLATETYP28.0 - - - - - - - - �8.08' I � 3 ------¢ -- Z------ A�:O------- 28.08 ADA z N g I I ¢ 11 12 14 15 \ \ b2 10 b= TYP. \\ 3 TYP. F \\ m b io 0 6 1 v v 2 zo i SECOND FLOOR T.O.S. (TYP.) OL SECOND FLOOR T.O.S. (TYP.) _ _ _ 19.5.58' d �58 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - o - - - - - - - - - - - - - - - - - - - - - rk- - - -SECOND FLOOR PLATEI1 TYP.) n SECOND FLOOR PLATE (TYP - - - - - .) --------------------------------------------------------------" -------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 18.50' `° 8.50' O z \ ° z z 5 m , \ O [2 a 15 m 2 m , s FIRST FLOOR T.O.S. `j I I I I I FIRST FLOOTR(T.O.S.) n NAVD 88 a 58,1 I 7-777 7kNAVD 88 9.00' = I 1 I I I I -I I I I I I I I I I I I 1 I I 1 I I I I A === I I=1 11 I =1 I I -I I I -I I I -I I I=1 11 I =1 I I I I I I I=II 9.DD' I II1-1 1 11I I11 III II1 II1 1I 11 111 I III III I11 II1 111 II 111 111 III III I I I I I I I I I I I I III III III I I- 4 RIGHT ELEVATION - VERIFY DIRECTION 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 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 SIDING: MANUFACTURER:TBD SPECIES: WALNUT ('CLEAR HEART ORA CLEAR') SIZE: 1x6 TREATMENT: STAIN & SEAL, COLOR AS SEL. (ARCH. TO APPV) SCORE & BACK -PRIME AS NEEDED EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO 2911 ORANGE -OLIVE ROAD ORANGE, CA 92865 P: 714.627.1700 COLOR: WHITE APPLICATION: THREE -COAT APPL., SMOOTH 7/8" W/. METAL LATH (DIAMOND OR EQUIV.) EXTERIOR STONE VENEER SUPPLIER: TBD STONE TYPE:CABO-STONE COLOR: LT. BEIGE & SAND, COLOR GROUT TO MATCH APPLICATION: SPLIT FACE THICKNESS: 1" - 1.5" NOMINAL WEIGHT: LESS THAN 15 LBS./S.F METAL ROOFING: (CLASS'A' ) MANUFACTURER: CUSTOM-BILT METALS 13940 MAGNOLIA AVE. CHINO, CA 91710 P'909.664.1500 PRODUCT: STANDING SEAM ZINC ROOFING, CB -150 COLOR: NATURAL ZINC NOTES: USE CONTINUOUS 16" OR 18" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS. (NO TRANSVERSE SEAMS) REF. DTL. 2/A-3.0 WEIGHT: APPX. 2 PSF. CODE: ICC # ESR -2048, CB -150 FLAT COOL ROOFING: PRODUCT: TPO MEMBRANE MFGR: GAF, EVERGUARD- WWW.GAF.COM COLOR: ENERGY GRAY 322 (COOL COLOR TECH.) APPLICATION: REF. DTL. 4 & 5/A4 (INSTALL PER MFGR) CODE: ICC -CLASS A ASSEMBLY (ICC# ESR -1597) UL LISTING-TGU.R1306 TPO FULLY ADHERED CLASS A WEIGHT: N/A GUTTERS: MATERIAL: METAL -ALUM. PAINTED KYNAR SHAPE: HALF ROUND (5") (VERIFY W/. ARCH.) GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS WWW .RANCHHOUSEDOORS.COM STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE. FONTANA, CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING &WEATHERSTRIPPING: PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3) FOR ALL PLATE HTS. & RIDGE HTS. 1 KEYNOTE LEGEND I RECLAIMED WOOD SIDING- REF. DTL. 5/AD-1 & MATERIAL SCHEDULE A-4 2 STUCCO FINISH - COLOR AS SEL., ARCH. TO APPV. 3 EXTERIOR GLASS GUARDRAIL - MIN. 42" HEIGHT - REF. DTL. 13/AD-1 4 WOOD SIDING - REF. DTL. 12/AD-1 & MATERIAL SCHEDULE A-4 5 SKYLIGHT- SIZE AS DIM.-'VELUX' UES REPORT#199 OR EQUIV. (REF. DTL. 23/AD-1)-MAX 6" ABV. ROOF 6 CHIMNEY CAP/SPARK ARRESTOR - AS SELECTED (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 7 DOWNSPOUT -METAL OR EQU IV.- AS SEL. (ARCH. TO APPROVE) 8 METAL GUTTER - KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 9 METAL ROOFING, (S.S. ZINC/KYNAR PAINTED ALUM. OR EQUIV.), REF. DTL. AIA -4 & MAT. SCHED. A-4 - COLOR AS SEL., ARCH. TO APPV. 10 CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. - ARCH TO APPV. 11 EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A-4, DTL. 8/AD-1 12 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 13 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0 14 CHIMNEY SHALL EXTEND AT LEAST ZHIGHER THAN ANY PORTION OF THE BUILDING WAN. 10', BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF (CBC 2113.9) 15 MAIN SERVICE PANEL, 400 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) - VERIFY LOC'N. W/. SO. CA. EDISON 16 STRUCTURAL STEEL COLUMN, SIZE PER STRUCT., VERIFY ALL DIMS W/. ARCH PRIOR TO STEEL FABRICATION 17 PROPERTY LINE FENCE (NEW) O. 6" CURB FOUNDATION, WOOD TO MATCH - (MAX. 6' ABV. N.G.) 18 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 13/AD-1 19 (N.) GATE - PER LANDSCAPE DESIGNER (MAX. 5'- 6" HT. ABOVE NATURAL GRADE) 20 FURNISHINGS -AS SELECTED OJ ECT NAME Q U CABO CONTEMPORARY ATUS d CDP W iE Z C /R E J N v U rn Y ¢ Uui3:(o U U Lu - m m -- m t Lu c) m � zLLI NO O U0 0 o0 U tf 0 C - t0 z a u c� 3 O y 0 �v 00 z N� Ev m � Y r � r PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE o m Z c r°3 m0m -pp �.tz maZ9 c c50 m� N m O $ c m a Z� '0- O N a m m C m a3¢ Zmoat O T O L S m m v ,,X L C U m T O E C a w cd ovo amE U;aUm$m umi�v m ZmZ 6 y m mO J Ug0mma v m z ¢ m Q 09dcm a.�Ty pONF r:.m5 Z m w m U O a N ¢ _ C LLJ = =vv p y N U- C m N 9LLI U) L ty 0 o m m E J acvScoiwo�tm,>. m L '� O Q m m� x�m a m o o E U) LuLLI m r m m S m v `o I- - -oa m E a H owo�wm m a $ 2 v a= W C 'W L)a'2U m Ha o.vQ w �Q REVISIONS NO. I REVISION DATE JOB NO, 3902-18 DATE 11/21/2018 SHEET NO A-4.0 .JD Q U z-1 U d LU I -- W iE Z W rym LL _ �o� U p,ao � z o Uui3:(o ?: rnJLnl- O (o»1U)Zrn WN PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE o m Z c r°3 m0m -pp �.tz maZ9 c c50 m� N m O $ c m a Z� '0- O N a m m C m a3¢ Zmoat O T O L S m m v ,,X L C U m T O E C a w cd ovo amE U;aUm$m umi�v m ZmZ 6 y m mO J Ug0mma v m z ¢ m Q 09dcm a.�Ty pONF r:.m5 Z m w m U O a N ¢ _ C LLJ = =vv p y N U- C m N 9LLI U) L ty 0 o m m E J acvScoiwo�tm,>. m L '� O Q m m� x�m a m o o E U) LuLLI m r m m S m v `o I- - -oa m E a H owo�wm m a $ 2 v a= W C 'W L)a'2U m Ha o.vQ w �Q REVISIONS NO. I REVISION DATE JOB NO, 3902-18 DATE 11/21/2018 SHEET NO A-4.0 .JD QLLI C0 00°-- aU J Z = Q ZLLj QTZ m C� Lu c) zLLI NO O 0 z u PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE o m Z c r°3 m0m -pp �.tz maZ9 c c50 m� N m O $ c m a Z� '0- O N a m m C m a3¢ Zmoat O T O L S m m v ,,X L C U m T O E C a w cd ovo amE U;aUm$m umi�v m ZmZ 6 y m mO J Ug0mma v m z ¢ m Q 09dcm a.�Ty pONF r:.m5 Z m w m U O a N ¢ _ C LLJ = =vv p y N U- C m N 9LLI U) L ty 0 o m m E J acvScoiwo�tm,>. m L '� O Q m m� x�m a m o o E U) LuLLI m r m m S m v `o I- - -oa m E a H owo�wm m a $ 2 v a= W C 'W L)a'2U m Ha o.vQ w �Q REVISIONS NO. I REVISION DATE JOB NO, 3902-18 DATE 11/21/2018 SHEET NO A-4.0 .JD 3 2 2 A-5.0 A-5.1 MAX. ----RIDGE HEIGHT--------------------------------- 1 ---- 2_ ---- 3 - 3:12---- - ---- - �- 12 ----------------- ------------ 38.00' HEIGHT 38.00' ROOF PLATE P)----- - - - - - - - - - - - - - - - ROOF PLATE LTYP.) /� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - v 36.17' [IN] 36.17' MAX FLAT ---------------. -- -- SUN DECK CABANA MAX FLAT v33.00' ---------------- - -------------- -----27---- ------- ---------- - - 3300' 6 13 I I� m THIRD FLOOR T.O.S.(TYP.)— a p 8 AD -1 - - _ �P-) _ _ _ 2%MIN. _ _ —THIRD FLOOR T.O.S. (29. I ` 29.17' %--F29.17 � - � �- �28 I $D FLOOR PLATE (TYP - - - - - - - _ - - - - - - THIRD FLOOR PLATE (TYP.) I\ SECOND FLOOR T._O.(TYPP) 8' Lh SECOND FLOOR PLATE (TYP.)— v 18.50' P.L. 6 AD -1 / / BEDROOM #2 12 BEDROOM #3 m \ C1 • = U 9 �L vt • 3 4 4 7 3 AD -1 6 � 2 -CAR GARAGE ' S / 0 0 N SECOND FLOOR T.O.S. LTYP. 19.58' �-w SECOND FLOOR PLATE (TYP.)� 18.50' P.L. FIRST FLOOR (T O_S� _ _ _ _ _ _ FIRST FLOOR I7 �9�0' - - - 9.00 I I D III— 1 I IIII1 I I1 I I1 I I1 I IIIIIIIIII—III— 1 I II I J TRANSVERSE SECTION Ll1/4" -=V-0- 4 V-0" 3 1 A-5.1 A-5.0 4 A-3.0 MAX_RIDG_E_HEIGHT_______________ -------------- 38.00,--------------------------------------------------------------- - � ROOF PLATE NYP.) � ' v 36.1T -- 21 1 MAXFLAT SUN DECK n BATH #4 ----------------` r -------------------- al -off a ---- - ------------------------------- ` 22 � LL ' 23 m 2 2 3 A-5.2 A-5.1 23 70 7 AD -1 rh ---3:12 ---3:12------ 3:12---- ----- MAX. RIDGE HEIGHT � MAX. RIDGE HEIGHT______________ 38.00' ------------------- ------------ ------------------------ 38.00' -%LROOFPLATE(T(P.)_____ ________ ---- - - - --- - ______ ----ROOFPLATE-(TYP. \\ 20 ALL fir 36.17 36.17' u 11 MAX FLAT-------------- AIC. WELL =_ STAIRSFLAT 33.00' o --------------- - --- --------- -----� - T 27 ------ U--------- �------------ M�33 00' Z LL � LL m >♦ THIRD FLOOR T.O.S.�P.) _ - - a 8 9 - - - - - —THIRD FLOOR T.O S. LTYP.) n 29.17' 29.17' THIRD FLOOR PLATE (TYPE- _ - - - - - - - 9 - - - - - - THIRD FLOOR PLATETYP 8.08' - - - AD -1 28.08' 37 LNDRY.cu)13 11 z 14 15 m m P o / ^ 15R@0'-75/8" 118 18 ;16 0 / n SECOND FLOOR-T.O.S. (TYP L _ _ 9 p _ _ _ _ _ _ _ N SECOND FLOOR T.O S. LTYP•) I, 19.58' 19 19.58' v S__ECOND FLOOR PLATE_(TYP1 _ - - _ - - SECOND FLOOR PLATE (TYR v18.50' -- 18.50' P.L. 17R@0' -71/2'r P.L. 11 TAIRS 12 FIRST FLOOR T.O.S. ENTRY 13 Ile 10! O p YP. 0 / / I / r 39 / 10 / FIRST FLOOR (T.O.S.) n LI I II I II 1 -l1 � =III=l=III=l=III=l=III=l=III=l -111= IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII-IIII � �I I II I II I II I II I II I II I II I II I II I II I II I II I II I I- - J2 TRANSVERSE SECTION L 1 /4" = V-0" 2 1 1 A-5.0 23 7 AD -1 MAX. RIDGE HEIGHT_A-, -- -- ------ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ------ 38.00' 23 ROOFPLATETTYP 36.17' 35 0 0 13 BONUS 15 4VIEW DECK AD -1 --- ------------------------------------ ---- -------------------------------- _ _______________________________________ -------------------------------------------------------- 38 rTn33.00' - L 9 6 "1 2%MIN. - THIRD FLOOR T.O.S�TYP., T8 BD FLOOR PLATE --= -------- --13 ----- �r 28.08' ,J 29.17' ----------------------------THIRD FLOORPLATETTYP.) I� � 12 2 '�12 11 28 1 16MASTER BATH #2 is BEDROOM #2 1a 24 � BEDROOM B 6 AD 20 22 15 26 15 U Ell p ' / W.I.C. m UO E 1 -_ _ L7�000J❑DC ❑❑LJL iL iL iL iL i1 LL T - / - > TO /b SECOND FLOOR T.O.S_(TYP,Z _ _ _ _ _ _ _ _ ' 2%MIN.- - - - - - - - - - - - _ _ SECOND FLOOR T.O.S. lJ 19.58' • 19.58' rk-SECOND FLOOR PLATE (TYPE _--_ _ _ ._.. _ SECOND FLOOR PLATEITYP. ----- v 18.50' ------------- 18.50' P.L 77 (AD_ 1 Ap_1 ST RS / ( 2 -CAR GARAGE 33 31 O` JD 3 KIT HEN io 6 I co A / A / 'm - V / A / \ 32 o 14 5 4 29 30 15 16 m 0 29 34 15 16 0 34 C IA 3 0 'SLOPE PER CIVIL" n / 10 / ❑❑ 00 a 000 e EE . / FIRST 2% MIN. � - FIRST FLOORTO_S.. l/ y.0� _ _ - - - _ a - a - _ a _ a a _ _ 9.00 a. 71 I- IIS SII I�I II II II II � I�I II II II I�I II II � II_ III II II ILII II II II II II II III.- II II II II II II II II II II II II II II II II II II II II II II II II I� II I_ II II � II�� II ��I�I - I _III- 1 1 1 1 1 1 III I I I I- I I I I I I I I I I I I I I I I I III I I IIII I IIII I I I II I I I II I I I I III -III_ I I I I I I III -III. IIII I IIII I IIII I I I I II I I I I- I n LONGITUDINAL SECTION LO -F-1/4' —='V-0" INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-19 MIN. 2 x 6 CONST. OR LARGER = R-19 RAISED FLOOR: R-30 MIN. ROOF: R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME OJ ECT NAME 19 CABO CONTEMPORARY ATUS 2 7 r /1 E V J N p � FIRE -BLOCKING & DRAFT -STOP NOTE N U U a 7 U U Lu a 9 m -- FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS 18 O y T N td y WC 14 o0 U U 'O 16 BASE CABINET- BUILT-IN, FINISH AS SEL. �v AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE 18 DOWNSPOUT -METAL OR EQUIV.- AS SEL. (ARCH. TO APPROVE) 19 o 0 35 0 0 13 BONUS 15 4VIEW DECK AD -1 --- ------------------------------------ ---- -------------------------------- _ _______________________________________ -------------------------------------------------------- 38 rTn33.00' - L 9 6 "1 2%MIN. - THIRD FLOOR T.O.S�TYP., T8 BD FLOOR PLATE --= -------- --13 ----- �r 28.08' ,J 29.17' ----------------------------THIRD FLOORPLATETTYP.) I� � 12 2 '�12 11 28 1 16MASTER BATH #2 is BEDROOM #2 1a 24 � BEDROOM B 6 AD 20 22 15 26 15 U Ell p ' / W.I.C. m UO E 1 -_ _ L7�000J❑DC ❑❑LJL iL iL iL iL i1 LL T - / - > TO /b SECOND FLOOR T.O.S_(TYP,Z _ _ _ _ _ _ _ _ ' 2%MIN.- - - - - - - - - - - - _ _ SECOND FLOOR T.O.S. lJ 19.58' • 19.58' rk-SECOND FLOOR PLATE (TYPE _--_ _ _ ._.. _ SECOND FLOOR PLATEITYP. ----- v 18.50' ------------- 18.50' P.L 77 (AD_ 1 Ap_1 ST RS / ( 2 -CAR GARAGE 33 31 O` JD 3 KIT HEN io 6 I co A / A / 'm - V / A / \ 32 o 14 5 4 29 30 15 16 m 0 29 34 15 16 0 34 C IA 3 0 'SLOPE PER CIVIL" n / 10 / ❑❑ 00 a 000 e EE . / FIRST 2% MIN. � - FIRST FLOORTO_S.. l/ y.0� _ _ - - - _ a - a - _ a _ a a _ _ 9.00 a. 71 I- IIS SII I�I II II II II � I�I II II II I�I II II � II_ III II II ILII II II II II II II III.- II II II II II II II II II II II II II II II II II II II II II II II II I� II I_ II II � II�� II ��I�I - I _III- 1 1 1 1 1 1 III I I I I- I I I I I I I I I I I I I I I I I III I I IIII I IIII I I I II I I I II I I I I III -III_ I I I I I I III -III. IIII I IIII I IIII I I I I II I I I I- I n LONGITUDINAL SECTION LO -F-1/4' —='V-0" INSULATION SCHEDULE: EXTERIOR WALL: 2 x 4 CONST. = R-19 MIN. 2 x 6 CONST. OR LARGER = R-19 RAISED FLOOR: R-30 MIN. ROOF: R-30 (REF. T-24 REPORT FOR MORE INFORMATION) NOTE: PROVIDE BID FOR INSULATION OF ENTIRE HOME OJ ECT NAME KEYNOTELEGEND CABO CONTEMPORARY ATUS 2 FIRST CHECK/CDP r /1 E V J N p � FIRE -BLOCKING & DRAFT -STOP NOTE N U U a 7 U U Lu a 9 m -- FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS m t O DECORATIVE PENDANT LIGHT FIXTURE T N td y WC 14 o0 U U 'O 16 BASE CABINET- BUILT-IN, FINISH AS SEL. PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE `mom h=oma r m -gyp -:Ez m9Z9 T m y d N L l0 C m N CO g d a3Q v, m._at O p L h N a N C(n MOO= w f oo r c."�,o dmE U 'O- w 0 0 o a '- H N ='O -j 0a.0 Od 9 O U m Z m o c m m v Q m Z= m m zZ Q N N C N N O 0dw TO'N O NF p dma.=r:: d 5 Z w 6 d a~ A Q- = y O H O A O L t mD:aE3-5-0 0 / 1 00 N U f0 C t0 d 9 o Nm�a°=i�� IM (w 1 pOc 10r o'c°�N� SECTION INDICATOR A101 y=m� m m E o w a z - c n --d ma m SIM Z N i° M 0 = 1 — =d°�m°'�o 0 A101 CALL -OUT TAG Q s F w� F 'Oo N L O Nameo a V= U p= Elevation ELEVATION INDICATOR m a 9 a N t a 0 REVISION FLAG REVISIONS 20R@71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. JOB NO. 3902-18 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 09/07/2018 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 500 B SEPARATION LEGEND .-�z1 KEYNOTELEGEND 1 FURNISHINGS - AS SELECTED 2 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 3 Q 4 c� 3 FIRE -BLOCKING & DRAFT -STOP NOTE VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 6 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 13/AD-1 7 SKYLIGHT - SIZE AS DIM.-'VELUX' ICC #ESR -2415 OR EQUIV. (REF. DTL. 23/AD-1) 8 z 9 FLOOR JOISTS - REF. STRUCT. FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (N.) CONCRETE SLAB ON GRADE - REF. STRUCT. & CIVIL DWGS. O DECORATIVE PENDANT LIGHT FIXTURE N - (BOTH VERTICAL AND HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A 13 INT. GLASS MOUNTED HANDRAIL (34" - 38" ABV. NOSING, 36" NP.), PER DTL.9/AD-1 14 LAUNDRY SINK - AS SEL. TOP STORY AND A ROOF OR ATTIC SPACE, AND SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES COUNTERTOP -AS SELECTED 16 BASE CABINET- BUILT-IN, FINISH AS SEL. �v AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND DRAFT STOPS SHALL BE 18 DOWNSPOUT -METAL OR EQUIV.- AS SEL. (ARCH. TO APPROVE) 19 o 0 MAINTAINED. METAL GUTTER- KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. Z EXHAUST FAN W/. DUCT- MIN. 50 CFM v> TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 23 EXTERIOR RECESSED WALL MOUNTED LIGHT FIXTURE (HIGH EFFICIENCY) SIZE AS SEL., DOW NLIGHT TYP. U.N.O. 24 Ev FIRE BLOCKS. WALL MOUNTED LIGHT FIXTURE, SCONCE 26 SINK -AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W1. OWNER) � SHELF AND POLE - BUILT IN, FINISH AS SEL. 28 EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A4.0, DTL. 8/AD-1 29 Y FIREBLOCKING SHALL BE PROVIDED IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING UNDER CABINET FIXTURE - PROVIDE CHANNEL LED LIGHTING, VERIFY W/. OWNER. 31 KITCHEN EXHAUST HOOD - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. 32 FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND 33 M 34 PROVIDE POWER FOR BUILT-IN APPLIANCE/EQUIPMENT HORIZONTAL. PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT -SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 36 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0 37 FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 21NCHES NOMINAL LUMBER. FIRE BLOCKS MAY 38 INTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 4 & 9/AD-1 39 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) ALSO BE OF GYPSUM BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE - FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND -TRANSMISSION CONTROL SHALL HAVE FIRE . BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. DRAFT STOPS. DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. FLOOR -CEILING ASSEMBLIES. DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. ATTICS. N Q U DRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM Z _J 0_ WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE O U WITH THE WALLS SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES.~Q W I-- Q W DRAFT STOP CONSTRUCTION. iE Z 0-1 Do o z O � DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN %-INCH GYPSUM BOARD, 3/8 -INCH WOOD STRUCTURAL 0_ Z = O PANEL, 3/8 -INCH TYPE 2-M PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. U 0_ C O z O OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES Z O U U >o Uj > (00 CONSTRUCTED AS REQUIRED FOR THE PARTITIONS. � O J Lo I- W N 0 chi.- cnzrn PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE `mom h=oma r m -gyp -:Ez m9Z9 T m y d N L l0 C m N CO g d a3Q v, m._at O p L h N a N C(n MOO= w f oo r c."�,o dmE U 'O- w 0 0 o a '- H N ='O -j 0a.0 Od 9 O U m Z m o c m m v Q m Z= m m zZ Q N N C N N O 0dw TO'N O NF p dma.=r:: d 5 Z w 6 d a~ A Q- = y O H O A O L t mD:aE3-5-0 0 / 1 00 N U f0 C t0 d 9 o Nm�a°=i�� IM (w 1 pOc 10r o'c°�N� SECTION INDICATOR A101 y=m� m m E o w a z - c n --d ma m SIM Z N i° M 0 = 1 — =d°�m°'�o 0 A101 CALL -OUT TAG Q s F w� F 'Oo N L O Nameo a V= U p= Elevation ELEVATION INDICATOR m a 9 a N t a 0 REVISION FLAG REVISIONS 20R@71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. JOB NO. 3902-18 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 09/07/2018 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 500 B SEPARATION LEGEND .-�z1 KEYNOTELEGEND 1 FURNISHINGS - AS SELECTED 2 CEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 3 WATER HEATER -TANK -LESS (ON DEMAND) WALL -MOUNT +44" MIN.,'TAKAGI' OR EQUIV. - VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) VENT THROUGH ROOF 4 LINEAR FLUORESCENT FIXTURE - CEILING MOUNT (ALT. RECESS) 5 VEHICLE - MINIMUM PARKING DIMENSIONS ON PLANS 6 EXTERIOR GLASS GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 13/AD-1 7 SKYLIGHT - SIZE AS DIM.-'VELUX' ICC #ESR -2415 OR EQUIV. (REF. DTL. 23/AD-1) 8 DECK FRAMING -REF. STRUCT. 9 FLOOR JOISTS - REF. STRUCT. 10 (N.) CONCRETE SLAB ON GRADE - REF. STRUCT. & CIVIL DWGS. 11 DECORATIVE PENDANT LIGHT FIXTURE 12 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 13 INT. GLASS MOUNTED HANDRAIL (34" - 38" ABV. NOSING, 36" NP.), PER DTL.9/AD-1 14 LAUNDRY SINK - AS SEL. 15 COUNTERTOP -AS SELECTED 16 BASE CABINET- BUILT-IN, FINISH AS SEL. 17 A/C. CONDENSER UNIT - SIZE TBD -PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REGI D. BY C.N.B.) SEP. PERMIT REGI D, REF. 7/T-1 DEF. SUBMTL. #3 18 DOWNSPOUT -METAL OR EQUIV.- AS SEL. (ARCH. TO APPROVE) 19 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 20 METAL GUTTER- KYNAR FINISH OR EQUIV., SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO FAB. 21 EXHAUST FAN W/. DUCT- MIN. 50 CFM 22 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 23 EXTERIOR RECESSED WALL MOUNTED LIGHT FIXTURE (HIGH EFFICIENCY) SIZE AS SEL., DOW NLIGHT TYP. U.N.O. 24 CUSTOM WOOD SCREEN - PAINT & SEAL AS SEL. - ARCH TO APPY. 25 WALL MOUNTED LIGHT FIXTURE, SCONCE 26 SINK -AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W1. OWNER) 27 SHELF AND POLE - BUILT IN, FINISH AS SEL. 28 EXT. ADHERED STONE VENEER - REF. MATERIAL SCHEDULE SHT. A4.0, DTL. 8/AD-1 29 UPPER CABINET - BUILT-IN, FINISH AS SEL. 30 UNDER CABINET FIXTURE - PROVIDE CHANNEL LED LIGHTING, VERIFY W/. OWNER. 31 KITCHEN EXHAUST HOOD - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. 32 IRANGE - VERIFY APPLIANCE W/. OWNER.- PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY W/. MFGR.) 33 TALL CABINET- BUILT-IN, FINISH AS SEL. 34 PROVIDE POWER FOR BUILT-IN APPLIANCE/EQUIPMENT 35 PROVIDE FAN TO COMPLY W/. WHOLE HOUSE VENTILATION REQUIREMENT -SEE MECH. VENT. NOTE/E-1 (ARCH. TO APPV. LOC'N.) 36 ROOF - STANDING SEAM METAL W/. SS. METAL ZINC FINISH - REF. MAT. SCHED. A-4.0 & DTL. 2/A-3.0 37 WOOD SIDING - REF. DTL. 5/AD-1& MATERIAL SCHEDULE A-4 38 INTERIOR GUARD - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 4 & 9/AD-1 39 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8" TYPE'X' GYP. BD. FINISH TYP. (1/2" MIN.) (CRC R302.7) PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE `mom h=oma r m -gyp -:Ez m9Z9 T m y d N L l0 C m N CO g d a3Q v, m._at O p L h N a N C(n MOO= w f oo r c."�,o dmE U 'O- w 0 0 o a '- H N ='O -j 0a.0 Od 9 O U m Z m o c m m v Q m Z= m m zZ Q N N C N N O 0dw TO'N O NF p dma.=r:: d 5 Z w 6 d a~ A Q- = y O H O A O L t mD:aE3-5-0 0 / 1 00 N U f0 C t0 d 9 o Nm�a°=i�� IM (w 1 pOc 10r o'c°�N� SECTION INDICATOR A101 y=m� m m E o w a z - c n --d ma m SIM Z N i° M 0 = 1 — =d°�m°'�o 0 A101 CALL -OUT TAG Q s F w� F 'Oo N L O Nameo a V= U p= Elevation ELEVATION INDICATOR m a 9 a N t a 0 REVISION FLAG REVISIONS 20R@71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. JOB NO. 3902-18 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 09/07/2018 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 500 B SEPARATION LEGEND .-�z1 QLLJ 00°-LLI aU J - Z = o Q Z Q LLI m C� Lu c) Zco NO cLLI� 0 z u PROJECT MANAGER/ARCHITECT BRANDON LINSDAY, AIA DOCUMENT VALID UPON ORIGINAL SIGNATURE `mom h=oma r m -gyp -:Ez m9Z9 T m y d N L l0 C m N CO g d a3Q v, m._at O p L h N a N C(n MOO= w f oo r c."�,o dmE U 'O- w 0 0 o a '- H N ='O -j 0a.0 Od 9 O U m Z m o c m m v Q m Z= m m zZ Q N N C N N O 0dw TO'N O NF p dma.=r:: d 5 Z w 6 d a~ A Q- = y O H O A O L t mD:aE3-5-0 0 / 1 00 N U f0 C t0 d 9 o Nm�a°=i�� IM (w 1 pOc 10r o'c°�N� SECTION INDICATOR A101 y=m� m m E o w a z - c n --d ma m SIM Z N i° M 0 = 1 — =d°�m°'�o 0 A101 CALL -OUT TAG Q s F w� F 'Oo N L O Nameo a V= U p= Elevation ELEVATION INDICATOR m a 9 a N t a 0 REVISION FLAG REVISIONS 20R@71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 101 DOOR TAG - REF. SHEET A-7.0 1i WINDOW TAG - REF. SHEET A-7.0 0 KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET A ANNOTATION LEGEND 1 HR. FLOOR SYSTEM REF. DTL, 7/AD-1 0 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. JOB NO. 3902-18 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 09/07/2018 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL A 500 B SEPARATION LEGEND .-�z1 3 1/2" x 9 1/2" PSL W/ E.N. 3 1/2") 9 1/2" PSL W/ E.N. 7 18 19 89 k c 0 L=7,_9„ SD1 O p 0 L=T -0.. n m L=20,_6,. 11 11 v} a ic, 4 11 6x6 4=6x6 ' J SD4 P �.Ia. TVP. 3 3 E � 30 SDI V (1) M= 91 \ �so4 TYP.' III 73 48 55 SD3 SD2 III ;SD2-C GAR.GE SIW12X87W/ 2x DE NAILER W J J 65 a OSID SD2 X ) al zz- H (21� 69 V 75 SD3 ;D3 LN i 30 A SD1 6$ SD3 B bGJ - 6X8 Q09 QO Q � - co L=4'-0"co C'o cj - - - �. - -(1) M=L FACIA J. v m m 5 1/4" x 9 1/2" PSL b} °} y W/ E.N. 40 40 ¢x8 +� �� 4X6 4 4 ui QO B pQST 'IIII - HFX2 c 0 HFX2 mA e SD3 v+s <12 75 O - 3 12 0OS I 68A Fn -IIII 3 G SDI y 31/2x91/2 PSL OST _ 31/2x117/8 PSL_ -,_. ya SD3 P 30 .o +s (32) •i SDI OST 23-4 o'i SD1 O 48 ¢d +`O 4 Cw7 >_ 68 - SD2 5 (Dti 4x6 SD2 55 3-4 - QO j' - - - F O POST 31/2x11 7/8 PSL SD2 SDI U) N 13 1+1 50 75 �' f q v+ N Ua - V V SD2 SD3 N' q B p�,6 LI III J 31/2x11 7/8 PSL, m J sD1 i11 �I a _ 4x10 bQO_L.O.B._ J0 QOM' _ _ _ 31/2x117/8PSL (24) 3 W 74 w- °`rT PO (28) 48 ;2c,�) SD3 V 3 I948 SD2 Sw SD2 I }b .� V J� SD1 (1)TJI U.W.A. °Jiz: �� b 9 J 51/4x11 7/8 PSL (23) r -3 +1 QO J }b q - l L.O.B. ter_ _ ---I - J _5 1/4x11 7/8 PSL N J o I b QOS +Q J -(2.21)--® (2.2E) nII 4x8 / m l' w 25 (1)TJI U.W.A. 3 +b05� / 12 in w I ll J II \ / J Q 23-4 5 / 49 9 23-4 23-3 I SDI11 211 SDI SD2 V SDI I 68 J SD7 SDi Z I / / N S50 SD3 /_(1)M=L- - s b+. '� ` 7 SD3 SD2 d, A 8 6x66 - QO A �'- t1 - -- 210- 51/4x11 7/8 PSL-c� SD1 6, 6x1 SDI 'O b+Qpy'� -OST+G L=5'-3" 2 AO +a,- U.W.A.- JJ- u FLUSH 16x8_ - 0bl- tk = L=3'_6" H �1) M=L O L-4'-0" S'T 5 �5 QO L=3'-6" Q0 23 7 ti L a s FIRST FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" L=5'-6" III I III 76 SD3 ��. I� w J z w m � m x x x 3 3 I r 48 �\ SD2 \I IIII I 9 3 1/2" x 11 7/8" PSL W/ E.N. 6 IIII NOTE: A lLL� - ALL HFX'S ON SLAB MUST BE INSTALLED ON DRY PACK, (NOT WOOD SILL PLATE) HFX # Q o °s T NOTES 30 2 II SD1 II I 55 45 HFX 21 x91-1/8 H.S.-STK SD2 SD£ STACKED (30)II I I. P3 60" SQ. x 24" DEEP CONCRETE PAD Q HFX24x101-1/8 H.S. W/ (11) #5 EACH WAY, @ BOTTOM BACK-TO-BACK P4 24" SQ. x 24" DEEP CONCRETE PAD = N xx M p H Z n LU (n �o <m I 139 �1 III SD2 X2 23 J 23 3 1/2" x 11 7/8" PSL W/ E.N. 24 AB FA -B-321 24 3AB Z MIN. r 1 r = MIN. 2 FD1 SO j j --t Jry -5: - - r - N 7-1 Z _ HDU5 oxi - - - - - - - - - - - - - - - - - - - - - 3 - - - - g - - - - - - - - - <. B � - - - - - - 1 r - - - - - - - - - - - HFX7 c I 0 H`i l � I < _ A H F3 I I "� _ - - ` MIN � J 1 � �� ` ,1' X iv 5 I FD1 R.S FD1 3'O -..� w PD1 1 P3 J FD7. I 1 1 27 p G' P2 23 I I FDi1 N 27 FD1 J 27 �� FDI .I HDU5 �m P2 FD1 I I � 1 1 3 FE m r -� -, P4 I I 2 4 1 _ - - - - -I I U FD1 FDI 1 - 22" WIDE x 24" DEEP ,.I 5 GRADE BEAM - -?,L. I I - J L HD - W/ (3) #5 TOP & BOTTOM FD1 FD7 r &#4TIES@10"O.C. 1 2 4 AC 27 2 I FDI FDi FD1 I -� GB1 pilP2 HpU6 13 I GREAT R'IOCYM GB3 FDI I 2 HD(/5 I P3 I I� I 0 277 ----� I I DINING 27 I 3 e I N Y I I FDI 27 20 m I I q' FD1 P2 �1 10.. 3 FD1Sk I 1 1 1 1 P2 N 5 FD1 - - - - - - - - - J I - - - - - J O 1 a FX7 e MI - - FDI - - - - - - HDUS F I HDU5 I i FD1 1 - - - ----- - FD1 HF -X1 o m O O G OI I = I = N 2 24 N 3AB = FD1 AB FD1 FD1 G O O O N 3AB FD1 N 3AB = 12 21 L ? J „' L - - - - - N 12 3AB FD1 12 3AB FDt FD1 FOUNDATION PLAN SCALE: 1/4" = 1'-0" FOUNDATION NOTES: ALL DIMENSIONS SHALL BE VERIFIED WITH THE ARCHITECTS DRAWINGS ANY DISCREPANCIES SHALL BE RESOLVED PRIOR TO COMMENCING OF WORK. 1. ALL BEARING & SHEAR WALLS ARE TO BE SECURED WITH 5/8" DIAMETER BY 10" LONG ANCHOR BOLTS EMBEDDED AT LEAST 7" INTO CONCRETE WITH A MAXIMUM SPACING OF 48" O.C. U.N.O. THERE SHALL BE A MINIMUM OF TWO ANCHORS PER PIECE OF FOUNDATION PLATE WITH ONE BOLT LOCATED WITHIN 12" MAX. & 4-1/2" MIN. OF EA. END OF EA. PIECE. SHEAR WALLS BOLTS SHALL HAVE A PROPERLY SIZED NUT AND A 3"x3"x.229" WASHER. THE WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDE BETWEEN THE NUT AND WASHER. WASHER TO BE INSTALLED WITHIN A 1/2" OF THE SHEATHED SIDE OF THE PLATE. A STANDARD CUT WASHER MAY BE USED AT NON -SHEAR WALL LOCATIONS. 2. FOR ALL INTERIOR NON -SHEAR WALLS USE SIMPSON 0.145" DIAMETERx 3" LONG PDP POWDER ACTUATED ANCHORS @ 24" O.C. (ESR #2138 OR EQUAL) 3. INSTALL ALL SIMPSON (OR APPROVED EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOW N LOCATIONS. 4. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUG FIR OR REDWOOD WITH SODIUM BORATE (SBX) OR DISODIUM OCTABORATE TETRAHYDRATE (DOT). NOTE: WHEN REQUIRED BY LOCAL BUILDING DEPARTMENT ALL ANCHOR BOLTS AND HOLDOWN BOLTS TO BE SET IN PLACE PRIOR TO CITY FOUNDATION INSPECTION SOIL INFORMATION: 1. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT ARE AS RECOMMENDED WITHIN THE OWNER/DEVELOPER'S SOILS ENGINEERS REPORT. SOILS ENGINEER TO PROVIDE FOUNDATION INSPECTOR AS OUTLINED IN LATEST SOIL REPORT. 2. OWNER/DEVELOPER AND SUBCONTRACTORS ARE TO REVIEW THE SOILS REPORT PRIOR TO COMMENCING CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE OWNER, DEVELOPER AND SUBCONTRACTOR TO VERIFY THAT THE REPORT DATE ABOVE IS CURRENT AND PLAN REQUIREMENTS ARE CONSISTANT WITH ANY UPDATED SOIL REPORTS. ESI/FME IS TO BE SUPPLIED WITH ALL UPDATED REPORTS. r 1 15" WIDE x 24" DEEP FTG. L- - - - - --\ �J W/ 245 TOP & BOTTOM CONT. GRADE BEAM PER PLAN 15" WIDE x 24" DEEP W/ (2) #5 & #4 TIES @ 10" O.C. WIDEN AT HARDY FRAME AS REQUIRED SEE SHEET'HFX1' FOR SHEAR TIE SPACING SLAB: 5" THK. W/#4 BARS @ 12" O/C E/W @ MIDDLE NEW CONSTRUCTION WITH SLAB ON GRADE SHALL INSTALL A CAPILLARY BREAK IN COMPLIANCE WITH CG 4.505.2.1 WITH 2 -INCH THICK LAYER OF SAND OVER A 15 MIL VAPOR BARRIER COMPLIANT WITH ASTM E 1745 OVER A 4 -INCH THICK BASE OF 1/2 -INCH OR LARGER CLEAN AGGREGATE AND A CONCRETE MIX DESIGN WHICH WILL ADDRESS BLEEDING, SHRINKAGE, AND CURLING. (FOR ADDITIONAL INFORMATION, SEE AMERICAN CONCRETE INSTITUTE, ACI 302.OR-06) ANCHOR BOLT LEGEND: AB48 :5/8" DIA. X 12" ANCHOR BOLTS AT 48" O.C. A840 :5/8" DIA. X 12" ANCHOR BOLTS AT 40" O.C. AB32 :5/8" DIA. X 12" ANCHOR BOLTS AT 32" O.C. AB24 :5/8" DIA. X 12" ANCHOR BOLTS AT 24" O.C. AB16 :5/8" DIA. X 12" ANCHOR BOLTS AT 16" O.C. AB 8 :5/8" DIA. X 12" ANCHOR BOLTS AT 8" O.C. 2AB :(2) 5/8" DIA X 12" ANCHOR BOLTS. 3AB :(3) 5/8" DIA. x 12" ANCHOR BOLTS. 244 : PROVIDE A TOTAL OF 2 #4 AT TOP AND 2 #4 AT BOTTOM OF FOOTING, T PAST POSTS. 344 : PROVIDE A TOTAL OF 3 #4 AT TOP AND 3 #4 AT BOTTOM OF FOOTING, 3' PAST POSTS. HTT4 : (1) SIMPSON HTT4 PER POST. HTT5 : (1) SIMPSON HTT5 PER POST. HDU2: (1) SIMPSON HDU2-SDS2.5 PER POST. HDU5: (1) SIMPSON HDU5-SDS2.5 PER POST. HDU8: (1) SIMPSON HDU8-SDS2.5 PER POST. HDQ8: (1) SIMPSON HDQ8-SDS3 PER POST. HDU11 : (1) SIMPSON HDU11-SDS2.5 PER POST. HDU14 : (1) SIMPSON HDU14-SDS2.5 PER POST HARDY FRAME SCHEDULE NOTE: - FIELD VERIFY ALL HFX HEIGHTS, SPECIAL ORDER HEIGHT AS REQUIRED. - ALL HFX'S ON SLAB MUST BE INSTALLED ON DRY PACK, (NOT WOOD SILL PLATE) HFX # HFX SIZE CUSTOM NOTES I -JOIST @ 19.2" O.C. U- HEIGHT a) 11 7/8" TJI / 360 Q HFX 21 x91-1/8 H.S.-STK W- STACKED Q HFX 18x10 1-1/8 H.S. P3 60" SQ. x 24" DEEP CONCRETE PAD Q HFX24x101-1/8 H.S. W/ (11) #5 EACH WAY, @ BOTTOM BACK-TO-BACK PAD FOOTING SCHEDULE NOTES: - CENTER PADS ON POSTS, U.N.O. - BOTTOM OF PAD TO MATCH BOTTOM OF FOOTING. - RUN FOOTING REINFORCING CONTIUOUS THROUGH PADS. PAD # PAD SIZE AND REINFORCING R- P1 90" x 24" RECT. x 24" DEEP CONCRETE PAD I -JOIST @ 19.2" O.C. U- W/ #5 @ 12" O.C., EACH WAY, @ BOTTOM a) 11 7/8" TJI / 360 PZ 60' SQ. x 24" DEEP CONCRETE PAD W- I -JOIST @ 19.2" O.C. W/ 10 #5 EACH WAY, @ BOTTOM I -JOIST @ 12" O.C. P3 60" SQ. x 24" DEEP CONCRETE PAD I -JOIST @ 16" O.C. �-z- W/ (11) #5 EACH WAY, @ BOTTOM P4 24" SQ. x 24" DEEP CONCRETE PAD = N W/ 3 #3 EACH WAY, @ BOTTOM LATERAL SHEAR NOTES: (2016 CBC, SDPWS-2015 ; SEISMIC DESIGN CATEGORY D & E) (TABLE 4.3A, AFPA SDPWS-2015) FRAMING MEMBERS Q VERTICAL: DOUGLAS FIR -LARCH AT 16" O.0 10. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 6" O.0 AT EDGES AND 12" O.C. AT FIELD . .....260 PLF 11. 1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 4" O.0 AT EDGES AND 12" O.C. AT FIELD ......350 PLF 12.1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 3" O.0 AT EDGES AND 12" O.C. AT FIELD ......490 PLF 13.1/2" WOOD STRUCTURAL PANEL WITH 8d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.C. AT FIELD ......640 PLF 14.1/2" (OR 15/32) WOOD STRUCTURAL PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.C. AT FIELD ......770 PLF 15.1/2" (OR 15/32) STRUCT. I WOOD PANEL WITH 10d COMMON NAILS AT 2" O.0 AT EDGES AND 12" O.C. AT FIELD ......870 PLF FRAMING MEMBERS A4HORIZONTAL: DOUGLAS FIR -LARCH (3/8" (a) CEILING LDS, 15/32 0 ROOF SHEATHING: AT 24" O.0 20. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 6" O.C. AT BOUNDRIES, 6" AT CENTER AND 10" AT FIELD .....240 PLF 21. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 4" O.C. AT BOUNDRIES, 6" AT CENTER AND 10" AT FIELD .....320 PLF 22. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2.5" O.C. STAGG.AT BOUNDRIES, 4" AT CENTER AND 10" AT FIELD .....480 PLF 23. BLOCKED PLYWOOD DIAPHRAGM WITH 3/8" WOOD STRUCTURAL PANEL AND 8d COMMON NAILS AT 2" O.C. STAGG.AT BOUNDRIES, 3" AT CENTER AND 10" AT FIELD 545 PLF FRAMING MEMBERS Q HORIZONTAL: DOUGLAS FIR -LARCH AT 16" O.0 24. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 6" O.C. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....320 PLF 25. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 4" O.C. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....425 PLF 26. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2.5" O.C. STAGG. AT BOUNDRIES, 6" AT EDGES AND 10" AT FIELD .....640 PLF 27. BLOCKED PLYWOOD DIAPHRAGM WITH 19/32" WOOD STRUCTURAL PANEL AND 10d COMMON NAILS AT 2" O.C. STAGG. AT BOUNDRIES, 3" AT EDGES AND 10" AT FIELD .....730 PLF NOTES: A. WOOD STRUCTURAL PANEL: MATERIAL APPROVED BY APA, PFS/TECO OR PITTSBURG TESTING LABORATORIES THESE VALUES ARE FOR DOUG -FIR LARCH OR SOUTHERN PINE, OTHER LUMBER SPECIES MAY DIFFER IN SHEAR CAPACITIES. B. PROVIDE 2X BLOCKING AT HORIZONTAL WOOD STRUCTURAL PANEL JOINTS. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3X WHEN NAILING IS 2.5" O.C. OR LESS. C. WHERE WOOD STRUCTURAL PANEL IS APPLIED ON BOTH FACES OF WALL AND NAIL SPACING IS LESS THAN 6" O.C, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3X OR WIDER AND NAILS STAGGERED ON EACH SIDE. D. FOR SHEAR WALLS 1z TO 1s USE THE FOLLOWING: 1) USE 3x MEMBER @ PANEL JOINTS & HORIZONTAL BLOCKING 2) EDGE NAILING SHALL BE STAGGERED E. 10d SHORT BOX NAILS MAY BE USED IN LIEU OF 8d COMMON NAILS @ SHEAR WALLS ONLY. F. REQUIRED STEEL PLATE WASHERS AT SHEAR WALLS ONLY (WHEN ANCHOR BOLTS ARE USED: 3" x 3" x.229" STEEL PLATE WASHERS ARE REQUIRED ON EACH ANCHOR BOLT (SDPWS SECT. 4.3.6.4.3) WASHER MAY BE SLOT CUT PROVIDED A STANDARD CUT WASHER IS PROVIDED BETWEEN THE WASHER AND NUT. WASHER TO BE INSTALLED WITHIN 1/2" OF SHEATHED SIDE OF PLATE. G. A STANDARD CUT WASHER MAY BE USED AT ALL NON -SHEAR WALL LOCATIONS WITH ANCHOR BOLTS. HORIZONTAL: ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE I OR EXTERIOR ROOF: -JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 15/32"WOOD STRUCTURAL PANEL PH 32/16, WITH 8d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. -HORIZONTAL DIAPHRAGM VALUES FOR 3/8" WOOD STRUCTURAL PANELS MAY BE USED FOR 15/32" WOOD STRUCTURAL PANELS. U.N.O. FLOOR: - JOIST SPACING EQUAL TO OR LESS THAN 16" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PH 32/16, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. -JOIST SPACING EQUAL TO OR LESS THAN 20" O.C: 19/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 40/20, w/l0d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. -JOIST SPACING EQUAL TO OR LESS THAN 24" O.C: 23/32" WOOD STRUCTURAL PANEL T&G SHTG, PII 48/24, w/10d's AT 6" O.0 AT EDGES AND BOUNDARIES, 12" O.0 FIELD. PANEL EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH' BLOCKING NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER SUBFLOOR. FRAMING LEGEND: +_0- ' ROOF JOISTS AND RAFTERS di ip INDICATES SPAN AND DIRECTION OF TRUSSES INDICATES SPAN AND DIRECTION OF FLOOR JOISTS \ INDICATES SPAN AND DIRECTION OF CEILING JOISTS ZZ INDICATES SPAN AND DIRECTION OF DECK JOISTS (SLOPED AS REQUIRED) A. 2x6 AT 12" O.0 B. 2x6 AT 16" O.0 C. 2x6 AT 24" O.0 D. 2x8 AT 12" O.0 E. 2x8 AT 16" O.0 F. 2x8 AT 24" O.0 G. 2x10 AT 12" O.0 H. 2x10 AT 16" O.0 J. 2x10 AT 24" O.0 K. (2) 2x10 AT 16" O. L. 2x12 AT 12" 0.0 I -JOIST TABLE MARK SPACING SIZE & MANUFACTURER OPTIONS Q- I -JOIST @ 12" O.C. a) 9 1/2" TJI / 230 R- I -JOIST @ 16" O.C. S- I -JOIST @ 19.2" O.C. U- I -JOIST @ 12" O.C. a) 11 7/8" TJI / 360 V- I -JOIST @ 16" O.C. W- I -JOIST @ 19.2" O.C. X- I -JOIST @ 12" O.C. a) 14" TJI / 360 Y- I -JOIST @ 16" O.C. �-z- I -JOIST @ 19.2" O.C. M. 2x12 AT 16" O.0 N. (2) 1 3/4"x 9 1/2" LVL AT 16" O.0 P. 1 3/4"x 9 1/2" LVL AT 16" O.0 T. TRUSS AT 24" O.0 G=L- INDICATES (1) GANGLAM LVL 1.8E GLB - INDICATES GLULAM BEAM M=L- INDICATES (1) MICROLAM2.OE PSL - INDICATES PARALAM 2.0E LSL - INDICATES TIMBERSTRAND 1.55E E/S - EACH SIDE FL. HT. - FULL HEIGHT ALT. - ALTERNATE TYP. - TYPICAL U.W.A. - UNDER WALL ABOVE L.O.B. -INDICATES LINE OF BLOCKING W/ CS16 R.T.R. - RUN TO ROOF 'U' - INDICATES'U' HANGER, U.N.O. r - INDICATES'HU' HANGER, U.N.O. ® - INDICATES HEADERS AND BEAMS, REFER TO ENGINEERING CALCS NOTE: APPLY SHEAR PRIOR TO FRAMING OF PERPENDICULAR WALL A AND/OR BOX -OUTS. (WHERE APPLICABLE) FRAMING NOTES LEGEND SPN=SOLE PLATE NAILING MARK: DESCRIPTION NAILS= 16d BOX SPN12: 16d SOLE PLATE NAILING @ 12" O.C. SPN10: 16d SOLE PLATE NAILING @ 10" O.C. SPN8: 16d SOLE PLATE NAILING @ 8" O.C. SPN6: 16d SOLE PLATE NAILING @ 6" O.C. SPN4: 16d SOLE PLATE NAILING @ 4" O.C. SPN3: 16d SOLE PLATE NAILING @ 3" O.C. STAGGERED SPN2: 16d SOLE PLATE NAILING @ 2" O.C. STAGGERED XX- INDICATES LATERAL ENHANCEMENT. WALL NOT CONSIDERED IN LATERAL ANALYSIS. O - SHEAR WALL GRID LINE, REFERENCE STRUCTURAL CALCS FASTENERS AND CONNECTORS TO BE GALVANIZED FOR PRESERVATIVE PRESSURE TREATED WOOD. PROJECT NAME CHANNEL PLACE STATUS J a FIRST SUBMITTAL U U) J zQ ir W W W U� Z U � ZZ Q, - LU m W J�L-uo Q a) N $ m F Qco U N LL = N M p H Z n LU (n �o <m N 6 x 0 Oc)U co Q - z Cc -1 = o LU 0- U a Hww :5 Q Z Q7 0 azo LL 3: _ LU CUO_ ccr) z 0 o W � O Qry)Zrn W Q w � J a as -1 U J J zQ = W am Z U� Z c\IO O Q, DOCUMENT VALID UPON ORIGINAL SIGNATURE a Z O c) D O REVISIONS NO. I DESCRIPTION DATE JOB NO. H307 DATE 08-24-2018 SHEET NO. S1 S2 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. S. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE GENERAL NOTES. 9. TYPICAL DETAILS SHOWN SHALL APPLY WHERE NO SPECIAL DETAIL IS SHOWN. WHERE A DETAIL, TYPICAL DETAIL, SECTION, TYPICAL SECTION, OR A NOTE IS SHOWN FOR ONE CONDITION, IT SHALL ALSO APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS NOTED OTHERWISE. 10. DRAWINGS TAKE PRECEDENCE OVER SPECIFICATIONS. DETAILED DRAWINGS AND SPECIFICATIONS TAKE PRECEDENCE OVER GENERAL DRAWINGS AND SPECIFICATIONS. 11. WRITTEN DIMENSIONS (NOT SCALED DIMENSIONS) SHALL BE USED. 12. TEMPORARY ERECTION BRACING AND SHORING SHALL BE PROVIDED AS REQUIRED ON ALL STRUCTURES, ADEQUATE TO PROVIDE FULL STRUCTURAL STABILITY AND SAFETY. BRACING SHALL NOT BE REMOVED UNTIL THE ELEMENTS ARE FULLY CONNECTED AND ARE CAPABLE OF SUPPORTING THE DESIGN LOADING. 13. CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY AND HOLD THE OWNER AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. 14. THE CONTRACTOR SHALL EXERCISE EXTREME CAUTION NOT TO UNDERMINE ANY ADJACENT STRUCTURE DURING THE COURSE OF CONSTRUCTION. 15. CLEAN UP: NO PAINT, PLASTER, CEMENT, SOIL, MORTAR OR OTHER RESIDUE SHALL BE ALLOWED TO ENTER THE BAY, STREETS, GUTTERS OR STORM DRAINS. ALL MATERIALS & WASTE SHALL BE REMOVED FROM THE SITE, NBMC 17.32.020, 16. DEMOLITION: ALL MATERIAL FROM THE EXISTING BULKHEAD THAT IS NOT USED AS FILL SHALL BE REMOVED FROM THE SITE & DISPOSED OF IN AN OFFICIAL DUMP SITE. 17. SEE THE LATEST "GENERAL GRADING SPECIFICATIONS" OF THE BUILDING DEPARTMENT FOR THE CITY'S: GENERAL NOTES, EROSION CONTROLS, REQUIRED INSPECTIONS, GRADING FILLS/CUTS & ALL NECESSARY DOCUMENTATION. 18. POOLS, SPAS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. 19. ALL A.S.T.M. SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH THE LATEST ISSUE OF THE A.S.T.M. 20. OBSERVATION VISITS TO THE PROJECT SITE BY THE ENGINEER SHALL NOT BE CONSTRUED AS ANY INSPECTION AS REQUIRED BY CODE. FOUNDATIONS 1. THE CONTRACTOR SHALL ESTABLISH ALL CONSTRUCTION LINES AND PROCEED WITH THE EXCAVATION OF ALL FOOTINGS AS CALLED FOR ON THE DRAWINGS, 2. FOOTINGS SHALL BEAR ON NATURAL UNDISTURBED UNIFORM EARTH OR ENGINEERED COMPACTED FILL. 3. NO REINFORCING STEEL AND NO CONCRETE SHALL BE PLACED IN ANY EXCAVATION PRIOR TO APPROVAL BY THE BUILDING DEPARTMENT. 4. THE TOP OF ALL EXCAVATIONS SHALL BE PROTECTED AGAINST HEAVY SURCHARGE LOADS AND FROM EROSION DUE TO RAINFALL OR SURFACE RUN-OFF DURING THE ENTIRE CONSTRUCTION PERIOD. 5. THE SOILS REPORT DESCRIBED UNDER ITEMS No.7 BELOW SHALL BE A PART OF THE CONSTRUCTION DOCUMENTS. THE CONTRACTOR SHALL OBTAIN THE SOILS REPORT AND COMPLY WITH ALL RECOMMENDATIONS THEREIN. 6. PAD PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. THE PAD SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING ANY CONCRETE. THE PAD SHALL BE KEPT MOIST PRIOR TO THE PLACING OF CONCRETE. 7. FOUNDATION DESIGN IS BASED ON THE RECOMMENDATIONS CONTAINED IN THE SOILS REPORT ON FILE WITH THE BUILDING DEPARTMENT. SOILS REPORT PREPARED BY: ................................ COAST GEOTECHNICAL, INC. ADDRESS: ............................................................... 1200 WEST COMMONWEALTH FULLERTON, CA 92833 PHONE NUMBER: ............................................................(714) 870-1211 FAX NUMBER: .............................................................(714) 870-1222 SOILS REPORT DATE: .....................................................08/01/18 SOILS REPORT NUMBER:................................................W.O. 557118-01 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. 8. TEMPORARY EROSION CONTROL PLANS ARE REQUIRED FROM OCTOBER 15 TO MAY 15. 9. EROSION CONTROL DEVICES SHALL BE AVAILABLE ON-SITE BETWEEN OCTOBER 15 AND MAY 15. 10. BETWEEN OCTOBER 15 AND MAY 15, EROSION CONTROL MEASURES SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHENEVER THE FIVE-DAY PROBABILITY OF RAIN EXCEEDS 30 PERCENT. DURING THE REMAINDER OF THE YEAR, THEY SHALL BE IN PLACE AT THE END OF THE WORKING DAY, WHENEVER THE DAILY RAINFALL PROBABILITY EXCEEDS 50 PERCENT. SEE DETAILS N & T ON SHEET SW -2. 11. LANDSCAPING PLANS SHALL BE SUBMITTED FOR APPROVAL, WORK COMPLETED AND A CERTIFICATE OF CONFORMANCE RECEIVED BY THE CITY GRADING ENGINEER PRIOR TO CLOSURE OF PERMIT, UNLESS WAIVED BY THE CITY GRADING ENGINEER. 12. TEMPORARY DESILTING BASINS, WHEN REQUIRED, SHALL BE INSTALLED AND MAINTAINED FOR THE DURATION OF THE PROJECT. 13. DATUM: ALL ELEVATIONS ARE BASED ON MLLW AND/OR NAVS88 DATUM. STRUCTURAL GENERAL NOTES BACKFILLING & COMPACTION NOTES 1. ALL BACKFILL SHALL CONFORM TO THE SOILS ENGINEER'S REPORT AND RECOMMENDATIONS. 2. UTILITY TRENCH BACKFILL AND ANY OTHER BACKFILL MUST BE MECHANICALLY COMPACTED. JETTING AND FLOODING SHALL NOT BE PERMITTED. 3. WHERE WALLS ARE BACKFILLED ON ONE SIDE ONLY, PROVIDE SHORING OR OTHER APPROVED MEANS OF LATERAL SUPPORT UNTIL RESISTING ELEMENTS ARE ALL IN PLACE AND HAVE ATTAINED THEIR REQUIRED STRENGTHS. RESISTING ELEMENTS SHALL BE CONCRETE SLABS OR OTHER PERMANENT BUILDING COMPONENTS. 4. UNLESS NOTED OTHERWISE IN THE SOILS REPORT, ALL FILLS SHALL BE COMPACTED TO A MINIMUM OF 90% OF MAXIMUM DENSITY IN ACCORDANCE WITH THE REQUIREMENTS OF THE CBC APPENDIX SECTION 3313. 5. FILTER CLOTH SHALL BE MIRAFI 140N -SERIES NONWOVEN POLYPROPYLENE GEOTEXTILE AS MANUFACTURED BY "TC MIRAFI COMPANY" AND SHALL BE MINIMUM 2.0' WIDE AND BE PLACED ON THE INSIDE FACE OF THE BULKHEAD EXTENDED EQUALLY FROM THE JOINT TO (2.0') BELOW THE FINAL MUDLINE FOR THE ENTIRE HEIGHT OF THE BULKHEAD. 6. COMPACTION REPORT MUST BE SUBMITTED TO AND BE APPROVED BY THE BUILDING DEPARTMENT BEFORE FOUNDATION INSPECTION. 7. A FINAL SOIL REPORT OF COMPACTION & APPROVAL SHALL BE PREPARED BY THE PROJECT GEOTECHNICAL ENGINEER & SUBMITTED FOR BUILDING DEPARTMENT REVIEW AT THE COMPLETION OF THE PROJECT. 8. COMPACT SOIL TO THE REQUIRED RELATIVE DENSITIES PER ASTM 155-91. DO NOT USE HEAVY COMPACTION EQUIPMENT WITHIN 20 FEET OF THE BULKHEAD. 9. ON SITE BROKEN CONCRETE & AC PAVING MAY BE USED AS FILL PROVIDED IT DOES NOT EXCEED 6 INCHES IN SIZE & IS NOT STACKED, LAYERED OR PLACED ABOVE ELEVATION +7.0' & IS APPROVED BY THE GEOTECHNICAL ENGINEER. STEEL 1. STRUCTURAL STEEL SHAPES AND PLATES SHALL CONFORM TO A.S.T.M. A572 GRADE 50 OR A992 WITH Fy = 50 KSI. 2. STEEL PIPE COLUMNS AND OTHER STEEL PIPE STRUCTURAL MEMBERS SHALL CONFORM TO A.S.T.M. A53, GRADE B. 3. STRUCTURAL STEEL TUBING SHALL CONFORM TO A.S.T.M. A500, GRADE B, Fy = 46 KSI. 4. BOLTS SHALL CONFORM TO A.S.T.M. A307, UNLESS NOTED OTHERWISE. WHERE HIGH STRENGTH (H.S.) BOLTS ARE SPECIFIED, THEY SHALL BE MINIMUM 3/4' DIAMETER AND CONFORM TO A.S.T.M. A325 SC CLASS A UNLESS NOTED OTHERWISE ON THE PLANS. THE INSTALLATION OF H.S. BOLTS SHALL BE INSPECTED BY A REGISTERED DEPUTY INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. 5. ALL BOLTS HOLES IN STEEL MEMBERS SHALL BE STANDARD HOLES, U.N.O. 6. STRUCTURAL STEEL "NELSON" STUDS SHALL BE MANUFACTURED FROM C1015, C1017 AND C1020 COLD DRAWN STEEL CONFORMING TO A.S.T.M. A108 -58T. 7. LIGHT GAUGE STEEL MEMBERS SHALL CONFORM TO A.S.T.M. STANDARDS AS FOLLOWS: A) FOR 18 GA. THICK AND LIGHTER STEEL : A446, GRADE A (GALVANIZED) OR A570, GRADE 33 OR A611, GRADE C - ALL HAVING MINIMUM OF 33 KSI YIELD STRENGTH. B) FOR 16 GA. THICK AND HEAVIER STEEL : A446, GRADE D (GALVANIZED) OR A570, GRADE 50 OR A607, GRADE 50 - ALL HAVING MINIMUM OF 50 KSI YIELD STRENGTH. 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. 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 1X", INTERIOR FACE 1". C) PRECAST CONCRETE ELEMENTS: AS DETAILED. D) CONCRETE SLAB ON GRADE: REINFORCING STEEL AT CENTER OF SLAB, UNLESS NOTED OTHERWISE. 6. REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH CBC SECTION 1907. 7. ALL TIE WIRES SHALL BE MINIMUM 16 GAUGE, BLACK ANNEALED, CONFORMING TO A.S.T.M. A82. 8. ALL REINFORCING BARS SHALL BE FREE OF RUST, GREASE OR OTHER MATERIAL LIKELY TO IMPAIR BONDING. 9. ALL BENDS IN REINFORCING SHALL BE COLD BENDS. NAILING AND FASTENERS 1. ALL NAILS AND FASTENERS SHALL BE CORROSION RESISTANT MEETING ASTM A153 CLASS D, HOT DIP GALVANIZED AND BE ACRYLIC ADHESIVE OR THERMAL PLASTIC RESIN LATEX ADHESIVE COATED. 2. ALL NAILS SHALL BE 16d (0.148" DIAMETER) HELICAL THREAD NAILS, WITH MINIMUM BENDING YIELD STRENGTH OF FYB = 90,000 PSI, U.N.O. 3. NAILING OTHER THAN ROOF OR FLOOR DIAPHRAGM SHOWN ON THE DRAWINGS SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE CBC. 4. NAILS FOR ROOF AND FLOOR SHEATHING SHALL HAVE A MIN OF 1X1" PENETRATION INTO THE FRAMING MEMBERS. 5. ALL HARDWARE SHALL BE CORROSION -RESISTANT COMPLYING WITH HDG G185 FINISH AND BE MANUFACTURED BY "SIMPSON STRONG -TIE CO., INC." (OR APPROVED EQUAL), AND SHALL HAVE A VALID ICC NUMBER ON THE PRODUCT. ANY DEVIATION FROM THE APPROVED PRODUCTS MUST BE APPROVED BY THE BUILDING DEPARTMENT, NOT BY THE FIELD INSPECTOR. 6. ALL HARDWARE SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. BLIND NAILING SHALL NOT BE ACCEPTABLE AND WILL BE REJECTED. 7. WHERE MECHANICAL OR ADHESIVE ANCHORS/DOWELS ARE INDICATED ON DRAWINGS: A) MECHANICAL ANCHORS SHALL BE STAINLESS STEEL HILTI KWIK BOLT KB -TZ AND BE INSTALLED IN ACCORDANCE WITH ICC ESR -1917 B) ADHESIVE ANCHORS SHALL BE HILTI STAINLESS STEEL "HIT-HY 200 MAX -SD" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -3187 OR STAINLESS STEEL SIMPSON STRONG -TIE "SET -XP EPDXY" ADHESIVE INSTALLED IN ACCORDANCE WITH ICC ESR -2508. C) HOLES SHALL BE DRILLED WITH NON-REBAR-CUTTING DRILL BITS. D) CONTINUOUS INSPECTION IS REQUIRED FOR THE INSTALLATION OF THE ALL ANCHORS/DOWELS BY A REGISTERED SPECIAL INSPECTOR APPROVED BY THE BUILDING DEPARTMENT. THE INSPECTOR SHALL VERIFY THE INSTALLATION OF ANCHORS/DOWELS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS INCLUDING CLEANLINESS OF DRILL HOLES AND PROPER EMBEDMENT. E) UNLESS NOTED OTHERWISE ON THE DRAWINGS, USE MINIMUM W DIAMETER AT 24" ON CENTER WITH A MINIMUM OF 5" EMBEDMENT. ANCHOR RODS 1. ANCHOR RODS/TIE-RODS SHALL CONFORM TO A.S.T.M. A722-95 GR 150 TYPE II THREADED REBAR AS MANUFACTURED BY DYWIDAG-SYSTEMS INTERNATIONAL (DSI) WITH DOUBLE CORROSION PROTECTION. 2. ROD TENSIONING: AFTER BACKFILLING & COMPACTING TO TOP OF ANCHOR BEAM, TENSION RODS TO 1,000#. COMPLETE BACKFILL & COMPACTION TO ROUGH GRADE & TENSION RODS TO 5,000#. 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. ABBREVIATIONS A.B. ............ ANCHOR BOLT ON .............. 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 .............. FLG TOP OF SLAB CLG .............. CEILING ............,.FLANGE REINFORCING 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 OF .............. DOUGLAS FIR GLP ............. GLU-LAM PURLIN D.F. ............ DRINKING FOUNTAIN GYP BD ........, GYPSUM BOARD DIAG ........... DIAGONAL HDR .............HEADER SIMILAR DIAPH ......... DIAPHRAGM HGR .............HANGER MECHANICAL DIA ............... DIAMETER HK. .............. HOOK DIM ............. DIMENSION HORIZ .......... HORIZONTAL W.W.F. ..........WELDED WIRE FABRIC H.P. ............. HIGH POINT HT ............... HEIGHT OFF ............. OFFICE T.F. ............. TOP OF FOOTING H.S. ............. HIGH STRENGTH OPNG ...........OPENING _U 06 w O Z J CC LLI z LL1 0 U) T.B. ............. TOP OF BEAM HVAC ........... HEATING/VENTILATING & OPP HD .......OPPOSITE HAND TG ............... TAPERED GIRDER O as Z F AIR CONDITIONING O.S.F. .......... OUTSIDE FACE T.G............. TOP OF GIRDER IN INCH P.C. PIPE COLUMN . O 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 OF STEEL K.O. .............. KNOCK OUT P.T. ............. PRESERVATIVE TREATED .......• TOT ..............TOTAL L ................. ANGLE R.D. ............. ROOF DRAIN TRANSF TRANSFER LAT ............. LATERAL REBAR REINFORCING BAR ....... TRANSV ....... TRANSVERSE LDR ............. LEDGER R.B. ............. ROOF BEAM TS TUBE STEEL LG ••••••••••••••• LONG REQD ........... REQUIRED T.S. ............• TOP OF SLAB LLH •••••�� •��• LONG LEG HORIZONTAL REINF .......... REINFORCING T.W. ......... TOP OF WALL LLV .............. LONG LEG VERTICAL REF ............. REFERENCE 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 W/ ............... WITH MAX MAXIMUM SCH SCHEDULE WD .............. WOOD M.B. ............ MACHINE BOLT SECT ........... SECTION W WIDE FLANGE MATL .......... MATERIAL ........... SHTGSHEATHING W/0 ............ WITHOUT MAX ............ MAXIMUM SHT ............. SHEET W.P................WORK POINT M.B. ............ MACHINE BOLT SIM .............. SIMILAR WR. ............. WATER RESISTANT MECH .......... MECHANICAL S.J. ............... SAWCUT JOINT WT WEIGHT MEZZ .......... MEZZANINE S.P. ...............SPLICE POINT W.W.F. ..........WELDED WIRE FABRIC MFD ............. MANUFACTURED SPA ............... SPACING X ................. EXTRA STRONG MFR ............. MANUFACTURER SPECS ......... SPECIFICATIONS XX ....•.......... DOUBLE EXTRA STRONG MIN .............. MINIMUM SQ ............... SQUARE MISC ............ MISCELLANEOUS STAGG ........... STAGGERED M.F.O. .......... METAL FRAMED OPENING STD ............... STANDARD MLB ............. MICROLLAM BEAM STIFF ........... STIFFENER M.P.H. ..........MILES PER HOUR STL ............. STEEL MTL ............. METAL S.S. ............. SELECT STRUCTURAL SYMBOLS (N) ...........- NEW STRUCT ....... STRUCTURAL N.I.C. ........... NOT IN CONTRACT SYM .......... SYMETRICAL @ .............. AT N0. ......... .... NUMBER T & B ....... TOP & BOTTOM .............. CENTER LINE N.S. ............. NELSON STUD OR NEAR SIDE T & G ......... TONGUE & GROVE 4 ............. DIAMETER N.T.S. .......... NOT TO SCALE TEMP ........... TEMPERED .............. PLATE OR PROPERTY LINE O.0 . .............ON CENTER S .............. STEP IN FOOTING 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. Lot wyport Beach, CA P3 Circle 0-� •The Alley Hoa O v ©Restaurant B Bares 9Di d0%01 QHoag Hospital Conference Center Chronic Tacos �- -- 0 CO © � ''9_----asr Highway PROJECT lhaiCwsine o--- Ch . SITE auaue Cove, - og g a� P e"` `110 e< o- p a9 - Newport Q S . It Bliss 11... Vt� .4 a ' o 73902 Channel Place x "�,s 3 Newport Island Park VICINITY MAP ae,eo" ce,s P2 South Visitor Parking r 3` o i m r � • �8 2 e� QShoPF'- If ° d° t 3 Starbucks 0 Bear Flag Fish Company 76 m SCOPE OF WORK: TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE -BACKS CONNECTING THE EXISTING SEAWALL TO A NEW CONCRETE DEADMAN. 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". w a < > Ile zQ H X LU w ~ Z U 10�Jm _OU LU 0� F_ U 0 w Y __J =)- m LU U) m U O co Q U UJ 0 Z _U 06 w O Z J CC LLI z LL1 0 U) O Of a wkj C0 a6 O as Z F ` VICINITY MAP ae,eo" ce,s P2 South Visitor Parking r 3` o i m r � • �8 2 e� QShoPF'- If ° d° t 3 Starbucks 0 Bear Flag Fish Company 76 m SCOPE OF WORK: TO REINFORCE THE EXISTING SEAWALL BY UTILIZING DYWIDAG TIE -BACKS CONNECTING THE EXISTING SEAWALL TO A NEW CONCRETE DEADMAN. 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". w a < > Ile zQ H X LU w ~ Z U 10�Jm _OU LU 0� F_ U 0 w Y __J =)- m LU U) m U O co Q U UJ 0 Z _U 06 w O Z J CC LLI z LL1 0 U) O Of wkj C0 O as Z F 0 oN LL Z a#� o j LLI z Y w 0 z No.0 66947 jZ J 0 a � PT CIV\ 9 T F 0 CA o \ F F 10/15/2018 • r r _I wa t •fly ._ =r � . y 'r 0 a i R M N W Q UQ U J Q LLI W Z m Q 2p U 0- N O LU co Z 00 < > F - zQ H X LU w ~ Z U 10�Jm _OU LU 0� F_ U 0 w Y __J =)- m LU U) m U O co Q U UJ 0 Z _U 06 w O Z J CC LLI z LL1 0 U) 00 > O O DO O Of wLLJ oN LL Z ' z Y 00 O < _ 00 0 U SHEET OF SW -0 SITE PLAN BULKHEAD ELEVATION (N) BLDG ON THE ADJACENT LOT (N) 1"4 THREADED TIE -ROD TYP (TOTAL OF 3) BULKHEAD TO BE SEPARATE PERMIT (N) CONIC ST ""' �I I Z I I I I I I I I I I I CHANNEL PL PARTIAL FOOTPRINT OF THE 1ST FLOOR OF THE PROPOSED STRUCTURE (UNDER SEPARATE PERMIT) T.O.S.= +9.00'NAVD88 L(N) CONT CONICDEADMAN 14'-0" -0", 5'-0" , 5'-0" r-1—� L ..— J I II � II II II I II W . W(N)WPLANT.ER W 5'-0" L 10' (t) 00 CR co 00 W L0 N 0 r— ii II II II II II (N) BLDG ON THE ADJACENT LOT I I � I I I PROPERTY LINE TYP L—II—J (E) TIE -BACK & I I DEADMAN, WHERE OCCUR, TYP II I I 1'-0" 1, L 1'-0° 10' (t) 30'-0" K TYP NEWPORT BAY (E) BULKHEAD, SEE SITE PLAN FOR LENGTH (N) CONIC 0 PLANTER WALL (N) CONIC — — — STEM WALL j OUTSIDE FACE OF (E) COPING BULKHEAD TO BE SEPARATE PERMIT I Ln N PROPERTY LINE TYP T.O. N CONIC STEM WALL ELEV- +10.05't NAVD88=+10.23' MLLW A (E) CONIC COPING TO BE REPAIRED (E) ANCHOR CONN TYP (N) ANCHOR CONN TYP (E) DREDGE LINE (E) CONIC PANEL TO REMAIN TYP CITY OF NEWPORT BEACH COMMUNITY DEVELOPMENT DEPARTMENT I BUILDING DIVISION STRUCTURAL OBSERVATION GENERAL NOTES 1. STRUCTURAL OBSERVATION IS REQUIRED FOR THIS PROJECT IN 7. IF THE GUYS FORM IS NOT USED, REPORTS SHALL BE ON STRUCTURAL ACCORDANCE WITH DEC 1710. STRUCTURAL OBSERVATION IS THE VISUAL TYPE OBSERVER'S LETTERHEAD, STATE SITE ADDRESS, PIAN CHECK & PERMIT OBSERVATION OF THE. STRUCTURAL SYSTEM BY A LICENSED DESIGN 9 � OF CA��F�Fi TF NUMBERS, STAGES B. ELEMENTS OBSERVED, DATE OBSERVED.& COMPLETE. PROFESSIONAL FOR GENERAL CONFORMANCE TO THE APPROVED U CONTACT INFORMATION FOR STRUCTURAL OBSERVER. CONSTRUCTION DOCUMENTS. 8. ALL STRUCTURAL OBSERVATION REPORTS, REGARDLESS OF FORM USED. 2. STRUCTURAL OBSERVATION DOES NOT WAIVE THE RESPONSIBILITY FOR THE CA SHALL INCLUDE THE LICENSE STAMP & SIGNATURE OF THE STRUCTURAL REQUIRED INSPECTIONS BY THE CITY OF NEWPORT BEACH. LL OBSERVER RESPONSIBLE FOR THE PROJECT. 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 ca OR OWNER'S REPRESENTATIVE, PROJECT CONTRACTOR, AND THE BUILDING OBSERVATION REPORTS. W O 0 0 INSPECTOR. 4. THE DESIGN ENGINEER SHALL IDENTIFY THE REQUIRED STRUCTURAL 10. THE CONTRACTOR SHALL RESOLVE ALL DEFICIENCIES & THE FINAL OBSERVATION SITE VISITS ON THE STRUCTURAL OBSERVATION SCHEDULE. W STRUCTURAL OBSERVATION REPORT ISSUED PRIOR TO FINAL INSPECTION OR. 5. THE REQUIRED SITE VISITS SHALL AT A MINIMUM INCLUDE THE FOLLOWING w ACCEPTANCE OF STRUCTURAL WORK BY THE BUILDING INSPECTOR, A. OBSERVATION OF THE FOUNDATION SYSTEM PRIOR TO FINAL CONCRETE 11. THE FINAL STRUCTURAL OBSERVATION REPORT SHALL STATE THAT THE POUR; £ STRUCTURAL SYSTEM CONFORMS TO THE APPROVED CONSTRUCTION B. OBSERVATION OF BUILDING FRAMING PRIOR TO CALLING FOR THE CITY DOCUMENTS & THAT ALL PREVIOUSLY OBSERVED DEFICIENCIES HAVE. BEEN OF NEWPORT BEACH'COMPLETE FRAMING INSPECTION%AND, ZO CORRECTED. C. FINAL OBSERVATION OF THE COMPLETED STRUCTURE. 12. FINAL INSPECTION OR. OTHER ACCEPTANCE OF THE STRUCTURAL SYS TEM ADDITIONAL SITE VISITS MAY BE NEEDED AS DETERMINED BY THE DESIGN OR DESIGNEE, WILL OCCUR UNTIL THE BYTHE CHIEF BUILDINGAL ENGINEER o�N SOFFICIAL, REPORT IS FINAL REPORTN RECEIVES. T RALSTRUCTURALOBVER SHAM PREPARE STRUCTURAL OBSERVATION 6. THE STRUCTURAL SERVER SHALLSTRUC 13. THE LICENSED DESIGN PROFESSIONAL ICENSED DESIGN PRO ES RESPONSIBLE CHARGE SHALL H REPORT FOR EACH STAGE OF CONSTRUCTION OBSERVED. THE CITY OF IO NT PREPARE ALL CONSTRUCTION DOCUMENT CHANGES RELATING TO THE NEWPORT BEACH 'STRUCTURAL OBSERVATION REPORT' FORM, R A a STRUCTURAL SYSTEMS. REVIEW 8 APPROVAL OF SUCH CHANGES BY THE SIMILARLY FORMATTED REPORT, SHALL BE USED FOR ALL STRUCTURAL � CHIEF BUILDING OFFICIAL, OR DESIGNEE, SHALL BE OBTAIN BY DESIGN OBSERVATION REPORT. In as PROFESSIONAL ATTHE CONTRACTOR PRIOR TO INSTALlAT10N ANOIOR. s ANMD CONSTRUCTION OF SAID CHANGES. STRUCTURAL OBSERVATION SCHEDULE SITEADDRESS: 3902 CHANNEL PL PC #: TO BE COMPLETED BY THE DESIGN ENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. BASED ON THE PROJECT SCOPE,PLEASE IDENTIFY THE ELEMENTS AND/OR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE INTERVAL OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WILL BE PERFORMED. TYPE STRUCTURAL ELEMENTS ANDIOR SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION 9 � OF CA��F�Fi TF CONNECTIONS TO BE OBSERVED L U 0 FOOTINGS, SLAB FOUNDATION, ANCHORS N a€ ❑ MAT FOUNDATION, PRESTRESSED CONC. SLAB (D CA ❑ CAISSON, PILE, GRADE BEAM a LL = N Z ® OTHER: CONCRETE COPING. N, & PRIOR TO POURING CONCRETE ca 7E -BACKS CONNECTIONS IONS TO THEM y W O 0 0 ❑ CONCRETE rf 3 ❑ MASONRY z W W �j (n w ❑WOOD OR MANUFACTURED SHEAR PANELS m n 11 OTHER: Lu £ ❑ STEEL MOMENT OR BRACED FRAME ❑ CONCRETE MOMENTFRAME ZO 0 Q 70 = ❑. MASONRY WALL FRAME U o�N ❑ OTHER: ❑ CONCRETE sz Q a ❑ STEEL DECK � w In as j s ❑ WOOD w 3� a � ❑ OTHER! FINAL ❑ FINAL OBSERVATION& REPORT o FpPoA45FWCNR40BYMP1q�GEHEWY NOlE585CxEWlE 11.H-�I R APPLY DETAIL W- AT THE ENTIRE PERIMETER OF ANY EXCAVATED MATERIAL PILED UP AT THE PROJECT SITE IN COMPLIAQNCE WITH ITEM 6 UNDER "EROSION CONTROL NOTES" ON SHEET S-0. N.T.S. I n N.T.S. I V Lu v J O CF O 5d tea` J'T CIV ��- �P 9 � OF CA��F�Fi TF 10/15/2018 L U U N a€ J (D CA co a 2 = N Z N We \ ca U O y W O 0 0 a rf J Q Q wC Z) m J _O — — — z W W �j (n Lu z m N a Lu £ ZO 0 Q 70 = U o�N 0 U sz Q a i� N w In as j z iW w 3� a � 3go a o � O o H ST w R£ a a° ch O z )FESS/ � Q No.0 66947 � v J O CF * �� J'T CIV ��- �P 9 � OF CA��F�Fi TF 10/15/2018 L U U N 1 J (D CA n — 2 = N �n o \ ca U O y W O 0 0 a rf J Q Q wC Z) m J _O — — — cI m U L G3 m W W �j (n U o cy) z m N a 00 Q O W Q 0 L U U N J (D Lu n — 2 zQ LLQ o \ ca U O y W O 0 0 a JQ J Q Q wC Z) m J z cI m U L G3 m W W �j (n U o cy) z m 0 Q 70 = c U Q N w z iW O o � z 00 Q Q O 0 00 O 0 N EL (D Lu n — W zQ LLQ o \ U) U O y W O 0 0 m X uJ W Z U J Q Q wC Z) m J (6 cI m U L G3 m Z U Q w 06 z Q LL WLLLICL �j (n U o cy) o Z a- w CA 00 Q O 0 00 O cL N EL I— \ n — W n LLQ o \ Z Z y W O 0 0 m Q o w C) SHEET OF 315 so V-6' wLo g§ Q Fw 11" 7" A T� (N) BLDG WALL, (N) CONIC U CONC SLAB & FTG w CORRUGATED PVC 3" CLR ALL STEM WALL, SEE DETAIL 3'-0" MIN (N) 6" CONC WALL UNDER SEPARATE £m 3-#6 CONT EA FACE SHEATHING (SHOP AROUND TYP PLANTER WIDTH W/#4@18" O.C. EA WAY PERMIT z RN GROUTED FULL LENGTH) (6)#6 CONT o N w z #4 TIES TYP T.O. N WALL ELEV=+10.05'± v b - ROD COUPLER _-1-' "! (OPTIONAL), SEE G NAVD88=+10.23' MLLW (N) CONC DECK PER PLAN A T.O. (N) SLAB ELEV=+9.0' z o o n: z o 41% - PER CIVIL SLOPE PER CIVIL NAVD88=+9.18'± MLLW o v o 'a z 1- 1II vSLOPE - - - - - v� o� /`-11T TIT=l7i�1'I'I 1'f 1171=1I I=1 fr I7'r =1 I—III—III—III—III—III—III—I I—I' v w a a + + = l I T = r -III=1 = = =III= =111- 3 e o <� ° • 1 -I I I—I I=I I—I I L-111-111 I =+7.50' M.L.LW. d AREA DRAIN M co I EQ EQ z w g Di N PER CIVIL TYP (N) #4 x 1'-0" LG I • • - E.G. (N) CONT — @ 18" O.C. o z o Q - CONC FTG ADHESIVE DOWELS L - - - - J a ,. I' (2)#5 BOTH WAYS +I T.O. (E) COPING ELEV=+6.31' W/(2)#4 CONT M -III-III= - 4" EMBED w Ir g"< �- w NAVD88=+6.48'± MLLW o @ANCHOR RODS I_ M Z L:2 I _ - H- of s r --1� FOR (N) CONT o a a a ANCHOR PLATE 1x6Y2x6Y2 oo>� _ ______________ CONC DEADMAN s W/ANCHOR NUT BEHIND (2)#5 N " o a MEAN HIGH TIDE o TYP SEE g g"g 2-#5 EA WAY x 1'-6" LONG _ VERT & HORIZ BARS F_ w =+4.65' MLLW. I _ I -H - '.' @ EACH ANCHOR ROD #4 TIES @ 16" O.C. J QROFESS/q� NOTE 2'-0" WIDE Q�� RISSC F B FOR INFORMATION NOT SHOWN, SEE DETAIL - NOTE: A K FOR INFORMATION NOT SHOWN, SEE DETAILS e & e . / FTG CENTER LINE ° OF CONN TYP �� 10 Q No.0 66947 Z (E) DREDGE LINE/MUDLINE L -I (N) TIE -BACK PER sTgT CIV\\- ��\P FOF-cpoF� DEADMEN ELEVATION N.T.S. A SECTION AT DEADMEN N.T.S. B -a PLAN TYP FOR TYP ° COUPLER, =III=III=III=III .. =til=III,, WHERE READ, 10/15/2018 COUPLER II�Illlllllllllllllllllll111111 SEE '' 1-1-111-11 • =111 -1I1 -I I1=� ii1=111, : , . ,I MEAN LOWER LOW WATER r =+0.00' MLLW. INSTALL (N) FILTER CLOTH CACA FE .1=111- AT PANEL JOINTS PER CORRUGATED PVC SHEATHING _ ____ " 111=111. NOTES ON SHEET S-0 OR SHOP GROUTED FULL LENGTH _ 111=1 SEAL PANEL JOINTS AT WITH THE FOLLOWING GROUT MIX: 11=111= - N (` ) GROUT SLEEVE III -I BAYWARD FACE OF PANELS 1 BAG (94 LBS.) TYPE III •� _ HEAT SHRINK SLEEVE III TO AVOID SOIL MIGRATION PORTLAND CEMENT G CENTERED OVER COUPLER I I1- 4.5-5 GAL WATER (E) GONG PANELS III _ z 2 LAYERS OF MOLDABLE DENSO TAPE 111=1 EMAIN & BE 111=III= 0.75 LBS. INTRUSION AID LS _ E r' 5j t (') DELETE GROUT SLEEVE ON OVER BARE BAR AND COUPLER o PROTO TECTED _;° III- _n FIELD CUT TENDONS m II �I' 19 SPACE BETWEEN COUPLER AND BAR TO BE COMPLETELY FILLED WITH I T CORROSION INHIBITING GREASE L SEE PLAN 1'-6" _ <e COUPLER INSTALLATION PROCEDURE: PREPARATION FOR FIELD CUT BARS: I I c7 1. APPLY CORROSION INHIBITING GREASE TO THE BARE ENDS OF 1. CUT CORROSION PROTECTION AND THREAD BAR WITH AN _aj THE BARS AND THE INSIDE OF THE COUPLER. ABRASIVE SAW (DO NOT USE A TORCH). 2. CONNECT THE TWO BAR ENDS WITH THE COUPLER. EACH END ± CAREFULLY REMOVE 6" 2 ( Y4') CORRUGATED AND CEMENT SHALL BE SCREWED INTO THE COUPLER HALF THE LENGTH OF . la' THE COUPLER. GROUT FROM THE END OF THE NEW CUT. k NOTE 3. TORQUE BAR ENDS TOGETHER (200 FT. LBS). L.'J 4. ADD ANOTHER COAT OF GREASE TO BARE BAR AND COUPLER IN CASE IF PROPOSED BUILDING FOOTINGS INTERFERE AND WRAP WITH TWO LAYERS OF DENSO TAPE. WITH THE TIE -BACKS, DEEPEN FOOTINGS PER c'') 5. CENTER HEAT SHRINK SLEEVE OVER COUPLER AND APPLY STRUCTURAL ENGINEER OF THE BUILDING REQUIREMENTS (. HEAT UNTIL SLEEVE IS FULLY RECOVERED. AND PROVIDE SCHEDULE 40 PVC SLEEVES FOR MINIMUM N 2" CLEAR DISTANCE AROUND TIE -BACKS. 0') W< O DCP COUPLER DETAIL N.T.S. G TYPICAL SECTION N.T.S. K � RAPID SET NON- a v ANCHOR NUT. SHRINK GROUT � TORQUE AS ° SEAL AROUND HOLE z W Q W READ BEFORE °° d BEFORE GROUTING u Z 00 GROUTING 6Y"± e ..°I CORRUGATED PVC 0 Q 3/a CHAMFER TYP 1" MIN SHEATHING (SHOP a 1:COVER °° ° I GROUTED FULL LENGTH Q C) °a "V" GROUT I a DYWIDAG THREADBAR z L O LU )/2" VERT REVEAL TUBES I`I °p a PER PLAN O Z @ MAX 8'-0" O.C. mob co • • 2 BAGS MIN. SANDBAGS (TYP) 1 BEARING PLATE a r(N) #4 EPDXY COATED 1Yz" x 8"0 ADHESIVE PINS @ 16" W/HOLES III=I III= • • O.C. 6" EMBED TYP FOR GROUT a I 5" I.D. STD PIPE _ _ _ = =III= THICK 2" TUBES a ° SLEEVE WELDED TO °_ . TYPICAL SECTION TYPICAL ELEVATION CAST -IN-PLACE CONC CLR TYP CA -I - °. � -a BEARING PLATE STEM/RETAINING WALL /a a GROUT SLEEVE CORE DRILL (E) COPING < (N) EPDXY (N) #4 EPDXY COATED a (N) CONC TYP FOR ANCHOR CONN. Q SANDBAG VELOCITY REDUCER DETAIL COATED 4 CONT PINS AT EA VERT TYP ° ° a AFTER 4 @ MAX 12" O.C. 1 E.G. TREAT SURFACE WITH 0 •BONDING )/2" HORIZ "V" REVEAL AT I AGENT AND (E) CONC COPING 1" MIN FILL WITH RAPID SET W CJ � T.O. (E) COPING ELEV & PANEL AFTER NON -SHRINK GROUT z Q -III -I 1 STRESSING U CHIP -OUT AND REMOVE ALL • • 1) -III NOTE: CARE SHALL BE EXERCISED BY THE CONTRACTOR NOT TO CUT CRACKED & LOOSE CONC-111=111- ANY OF THE EXISTING REINFORCING DURING THE CORE DRILLING MIN 6" THK LAYER AND i .. 'a FOR THE INSTALLATION OF THE CONNECTION SHOWN ABOVE. X ALL RUSTED EXISTING , i i .. s I •ry W 0 N.T.S. REINFORCING, AND RE -POUR `° N.T.S. Q VELOCITY REDUCER DETAIL L WITH ;_ (E) CONC CORE DRILL DETAIL W CON�LSTEMAWALL - , COPING W ��R' (N) (3)#6 CONT REBARS AT COPING -J U g.l z D • a° m TWO ROWS OF SANDBAGS °- - -� (N) TIE -BACK (� � 7T) U (0 THREE BAGS HIGH _ -�-.� PER PLAN � ONE ROW OF SANDBA S I J � m O Q TWO BAGS HIGH i ° U T E SLOPE �------ OF LL Q Q N _j ------------------------------------------------------ - ------------------- ------------------------------------------------------ - ------------------------------------------------ I a — W W SLOPE a 1 (E) CONC PANEL ° Q) 0� U) M Z W 0 I I a. c _ < o CURB FACE, 100' MAX. NE ROW OF I a° I o 00 O � WHERE OCCURS SANDBAGS I r, I- w TWO BAGS Lnd w 0- HIGH o N ZY w � Z � V lil TOE OF SLOPE PROTECTION DETAIL � u M O N 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 UNDER "EROSION CONTROL NOTES" ON SHEET S-0. APPLY EPDXY COATING ON THE FACE OF CUT EXISTING W-2 TRANSVERSE REINFORCING/SHEAR TIES IF ANY. TOE OF SLOPE PROTECTION N.T.S. R S T SECTION AT COPING & CAP N.T.S. U V so