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Home My WebLink About08_Gunderson Residence Coastal Development Permit No. PA2017-045 COMMUNITY DEVELOPMENT DEPARTMENT U N6PLANNING DIVISION e� 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 cq<<FOR�vP 949-644-3200 www.newportbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT June 15, 2017 Agenda Item No. 8 SUBJECT: Gunderson Residence (PA2017-045) SITE LOCATION: 409 North Bay Front • Coastal Development Permit No. CD2017-018 APPLICANT: Brandon Architects, Inc. OWNER: Dave Gunderson PLANNER: Benjamin M. Zdeba, AICP, Associate Planner 949-644-3253, bzdeba@newportbeachca.gov GENERAL PLAN/ZONING DISTRICT • Coastal Land Use Category: Two-Unit Residential — (30.0 — 39.9 DU/AC) (RT-E) • Coastal Zoning District: Balboa Island (R-BI) • General Plan: Two-Unit Residential (RT) • Zoning District : Balboa Island (R-BI) PROJECT SUMMARY A request for a coastal development permit to allow the demolition of an existing single- family residence with attached garage and the construction of a new, approximately 2,450 square-foot, single-family residence with a 464-square-foot attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices and landscaping. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 1 Gunderson Residence Zoning Administrator, June 15, 2017 Page 2 3) Adopt Draft Zoning Administrator Resolution No. approving Coastal Development Permit No. CD2017-018 (Attachment No. ZA 1). DISCUSSION Land Use and Development Standards • The subject property is located in the R-BI Coastal Zoning District, which provides for a maximum of two residential dwelling units (i.e., a duplex) located on a single legal lot on Balboa Island. Development of the site as proposed with a single-family residence is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code as it meets all applicable development standards. • 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 because the development meets all development standards for the construction of a single-family residence. • The proposed development conforms to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as illustrated in Table 1. Table 1 —Development Standards Development Standard Reg uired/Allowed Proposed Setbacks (min.) Front water 10 feet 10 feet Sides 3 feet 3 feet Rear aIle 5 feet 5 feet Allowable Floor Area 2,992.5 square feet 2,914 square feet Allowable 31 Floor Area No limit(R-BI) 111 square feet Open Space No minimum (R-BI) N/A Parking 2-car garage 2-car garage Height 24 feet flat roof 24 feet 29 feet sloped roof 28 feet 11 inches • The property is located in the Appeal Area; therefore, a coastal development permit is required and a waiver for de minimis development cannot be issued. Hazards The development fronts the Newport Bay, but is separated from the shoreline by a public sidewalk and bulkhead. Tmp1t:01/17/17 2 Gunderson Residence Zoning Administrator, June 15, 2017 Page 3 • The finished floor elevation of the proposed residence is 9.00 MSL (NAVD 88), which is meets the minimum required elevation standard. A waterproofing 6-inch curb is proposed be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 9.5 feet (NAVD88). • A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated April 5, 2017, for the project. The report concludes it is very unlikely that any type of wave will reach the site, even considering a 4.5-foot sea level rise. Overall, the analysis concludes that the proposed project will be reasonably safe from coastal hazards for the next 75 years and that it will neither create nor contribute significantly to erosion, geologic instability, or destruction of the site or adjacent area. A recommendation is included to raise the City's bulkhead to an approximate elevation of 12.00 MSL (NAVD88) in the future. Balboa Island is protected by a system of bulkheads owned by the City of Newport Beach. The City currently proposes to increase the height of the bulkheads by an average of about 9 inches to between 8.50 MSL and 9.00 MSL (NAVD88) to improve flood protection. The City will monitor sea level in the future to determine whether further additional improvements are necessary. Should additional improvements be necessary, the City will implement them in accordance with the Local Coastal Program at the appropriate time. • 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 the CBC prior to building permit issuance. Water Quality • The property is located within 100 feet of coastal waters. Pursuant to Section 21.35.030 of the Municipal Code, a Construction Pollution Prevention Plan (CPPP) is required to implement temporary Best Management Practices (BMPs) during construction to minimize erosion and sedimentation and to minimize pollution of runoff and coastal waters derived from construction chemicals and materials. A CPPP has been reviewed and approved by the City's Engineer Geologist. Construction plans and activities will be required to adhere to the approved CPPP. • Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. The WQHP has been reviewed and approved by the City's Engineer Geologist. The Tmp1[:01/17/17 3 Gunderson Residence Zoning Administrator, June 15, 2017 Page 4 WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a Low Impact Development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to building permit issuance. Public Access • The project site is located between the nearest public road and the sea or shoreline. The project will not affect the public's ability to gain access to, use, and/or view the coast and nearby recreational facilities. The abutting public sidewalk will remain open throughout construction and a minimum 6-foot tall temporary construction barrier will separate construction activities and pedestrians. • Vertical access to the bay front public sidewalk and Newport Bay is available approximately 130 feet west and 65 feet east of the site where North Bay Front intersects Pearl Avenue and Agate Avenue, respectively ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. The Class 3 exemption includes the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single- family residence located in the R-BI Coastal Zoning District. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners of property and residential occupants within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. APPEAL PERIOD: An appeal or call for review may be filed with the Director of Community Development within 14 days following the date of action. Tmp1r.01/17217 Gunderson Residence Zoning Administrator, June 15, 2017 Page 5 As the project site is located in an Appeal Area, an "aggrieved person,"as the term is defined by the Coastal Act, may appeal the final action on this Coastal Development Permit application to the California Coastal Commission or it may be appealed by the Coastal Commission. For additional information about filing an appeal, contact the Planning Division at 949-644- 3200. Prepared by: J- B&6rhntM/Zdeba, AICP Associat tanner JWC/bmz Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmpl[:01/17/17 Attachment No. ZA 1 Draft Resolution RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-018 FOR THE DEMOLITION OF AN EXISTING SINGLE-UNIT RESIDENCE AND THE CONSTRUCTION OF A NEW SINGLE-UNIT RESIDENCE WITH APPURTENANCES LOCATED AT 409 NORTH BAY FRONT (PA2017-045) 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, Inc. on behalf of Dave Gunderson, Property Owner, with respect to property located at 409 North Bay Front, and legally described as Lot 5, Block 8, of the Resubdivision of Section One of Balboa Island, requesting approval of a coastal development permit. 2. The applicant proposes the demolition of an existing single-family residence with attached garage and the construction of a new approximately 2,450 square-foot single-family residence with a 464-square-foot attached garage. The proposed development also includes additional appurtenances such as walls, fences, patios, hardscape, drainage devices and landscaping. 3. The General Plan Land Use Element designation for the subject property is Two-Unit Residential (RT) and it is located within the Balboa Island (R-BI) Zoning District. 4. The Coastal Land Use Plan category is for the subject property is Two-Unit Residential — (30.0—39.9 DU/AC) (RT-E)and it is located within the Balboa Island (R-BI)Coastal Zoning District. 5. A public hearing was held on June 15, 2017, in the Corona del Mar Conference Room (Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and purpose of the hearing was given in accordance with the Newport Beach Municipal Code. Evidence, both written and oral, was presented to, and considered by, the Zoning Administrator at this hearing. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations (Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures), because it has no potential to have a significant effect on the environment. 2. Class 3 exempts the construction of limited numbers of new, small structures, including one single-family residence. The proposed project is a new single-family residence located in the R-BI Coastal Zoning District. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking. a. The maximum floor area limitation is 2,992.5 square feet and the proposed floor area is 2,914 square feet. b. The proposed development complies with the required setbacks, which are 10 feet along the front property line abutting North Bay Front, 3 feet along each side property line and 5 feet along the rear property line abutting the alley. c. Council Policy L-6 allows private encroachments (e.g., planters, fences and patios) into the public right-of-way. All improvements in the right-of-way will be reviewed by the Public Works Department for compliance. d. The highest guardrail is 24 feet from established grade and the highest ridge is no more than 29 feet from established grade, which comply with the maximum height requirements. e. The project includes garage parking for a total of two vehicles, meeting 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-and two- 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, but is separated from the shoreline by a public sidewalk. The site is protected by a public bulkhead. The finished floor elevation of the proposed residence is 9.00 MSL (NAVD 88), which meets the 9.00 MSL (NAVD88) elevation standard. A waterproofing 6-inch curb is proposed be constructed around the perimeter of the dwelling that would protect against flooding up to an elevation of 9.5 feet (NAVD88). 8 4. A Coastal Hazard and Sea Level Rise Analysis was prepared by GeoSoils, Inc., dated April 5, 2017, for the project. The report concludes it is very unlikely that any type of wave will reach the site, even considering a 4.5-foot sea level rise. Overall, the analysis concludes that the proposed project will be reasonably safe from coastal hazards for the next 75 years, provided the City maintains protection of the system of bulkheads, and that it will neither create nor contribute significantly to erosion, geologic instability, or destruction of the site or adjacent area. 5. 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. 6. The property is located within 100 feet of coastal waters. Pursuant to Section 21.35.030 of the Municipal Code, a Construction Pollution Prevention Plan (CPPP) is required 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. A CPPP has been reviewed and approved by the City's Engineer Geologist. 7. Pursuant to Municipal Code Section 21.35.050, due to the proximity of the development to the shoreline and the development containing more than 75 percent of impervious surface area, a Water Quality and Hydrology Plan (WQHP) is required. The WQHP has been reviewed and approved by the City's Engineer Geologist The WQHP includes a polluted runoff and hydrologic site characterization, a sizing standard for BMPs, use of a Low Impact Development (LID) approach to retain the design storm runoff volume on site, and documentation of the expected effectiveness of the proposed BMPs. 8. Proposed landscaping complies with Implementation Plan Section 21.30.075. A condition of approval is included that requires drought-tolerant, non-invasive species. Prior to issuance of building permits, the final landscape plans will be reviewed to verify invasive species are not planted. 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. The project will not affect the public's ability to gain access to, use, and/or view the coast and 9 nearby recreational facilities. The abutting public sidewalk will remain open throughout construction and a minimum 6-foot tall temporary construction barrier will separate construction activities and pedestrians. 2. Vertical access to the bayfront public sidewalk and Newport Bay is available approximately 130 feet west and 65 feet east of the site where North Bay Front intersects Pearl Avenue and Agate Avenue, respectively 3. The public beach is also the start of a public sidewalk providing lateral access and views along the bay front in front of the project site. All encroachments into this area are limited by Council Policy L-6 and will be reviewed as part of the building permit plan check. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-018, subject to the conditions set forth in Exhibit "A," which is attached hereto and incorporated by reference. 2. This action shall become final and effective 14 days following the date this Resolution was adopted unless within such time an appeal or call for review is filed with the Community Development Director in accordance with the provisions of Title 21 Local Coastal Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the City's certified LCP and Title 14 California Code of Regulations, Sections 13111 through 13120, and Section 30603 of the Coastal Act. PASSED, APPROVED, AND ADOPTED THIS 15TH DAY OF JUNE, 2017. Patrick J. Alford, Zoning Administrator 10 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 to address the threat of damage or destruction from waves, erosion, storm conditions, landslides, seismic activity, bluff retreat, sea level rise, or other natural hazards that may affect the property, or development of the property, today or in the future. The agreement shall be binding against the property owners and successors and assigns. A case is pending before the California Supreme Court (Lynch v. California Coastal Commission (2014) 229 Cal.AppAth 658), which may affect this condition. If the Court finds the California Coastal Commission is unable to limit future shoreline protection, this condition shall be null and void without further action by either party. 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. Revisions to the approved plans may require an amendment to this Coastal Development Permit or the processing of a new Coastal Development Permit. 5. Coastal Development Permit No. CD2017-018 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. 6. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 7. 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. 11 7. 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. 8. Prior to issuance of the building permits, a copy of the Resolution, including conditions of approval Exhibit "A" shall be incorporated into the Building Division and field sets of plans. 9. Prior to issuance of building permits, the applicant shall submit to the Planning Division an additional copy of the approved architectural plans for inclusion in the Coastal Development file. The plans shall be identical to those approved by all City departments for building permit issuance. The approved copy shall include architectural sheets only and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict the elements approved by this Coastal Development Permit. 10. Prior to issuance of the building permits, the approved Construction Pollution Prevention Plan (CPPP) and Water Quality and Hydrology Plan (WQHP) shall be submitted with the Building Permit plans. Implementation shall be in compliance with the approved CPPP and WQHP and any changes could require separate review and approval by the Building Division. 11. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan. These plans shall incorporate drought tolerant plantings, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 12. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing, and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as part of regular maintenance. 13. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 14. No demolition or construction materials, equipment debris, or waste, shall be placed or stored in a location that would enter sensitive habitat, receiving waters, or a storm drain or result in impacts to environmentally sensitive habitat areas, streams, wetland or their buffers. 15. Best Management Practices (BMPs) and Good Housekeeping Practices (GNPs) shall be implemented prior to and throughout the duration of construction activity as designated in the CPPP. 12 16. 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. 17. Debris from demolition shall be removed from work areas each day and removed from the project site within 24 hours of the completion of the project. Stock piles and construction materials shall be covered, enclosed on all sites, not stored in contact with the soil, and located as far away as possible from drain inlets and any waterway. 18. 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. 19. The abutting public sidewalk shall remain completely free and open throughout all construction and a minimum 6-foot tall temporary construction barrier shall be erected. 20. Should the property be sold or otherwise come under different ownership, any future owners or assignees shall be notified of the conditions of this approval by either the current business owner, property owner, or the leasing agent. 21. This approval shall expire and become void unless exercised within 24 months from the actual date of review authority approval, except where an extension of time is approved in compliance with the provisions of Title 21 (Local Coastal Program Implementation Plan)of the Newport Beach Municipal Code. 22. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless City, its City Council, its boards and commissions, officials, officers, employees, and agents from and against any and all claims, demands, obligations, damages, actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including without limitation, attorney's fees, disbursements and court costs) of every kind and nature whatsoever which may arise from or in any manner relate (directly or indirectly) to City's approval of the Gunderson Residence including, but not limited to, Coastal Development Permit No. CD2017-018 (PA2017-045). This indemnification shall include, but not be limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and other expenses incurred in connection with such claim, action, causes of action, suit or proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 13 Attachment No. ZA 2 Vicinity Map 14 LL HARBOR ISLgNG`, R W = W Q '> - ' R i s - F S n T' Fi Z 15, aL Newport Beach Disclaimer: Every reasonable effort has been made to assure the accuracy of the data provided, however,The City of GIS Newport Beach and its employees and agents disclaim any and all responsibility from or relating to �16`x'Pogr any results obtained in its use. 0 200 400 Ft Imagery: 2009-2013 photos provided by Eagle u a" Feet Imaging www.eagleaerial.com 6/6/2017 15 Attachment No. ZA 3 Project Plans 1( SHEET # DRAWING TITLE PROJECT NAME GUNDERSON RESIDENCE T-1 .0 TITLE SHEET STATUSL.C.P. T-1 . 1 GENERAL ARCHITECTURAL NOTESLU N U 7 r A-0.0 ARCHITECTURAL SITE PLAN _ y U N L-1 LANDSCAPE PLAN (REF. ONLY)17 V ` L-2 PLANTING PLAN (REF. ONLY) Q I � 3 C2 PRELIMINARY PRECISE GRADING PLAN ® m — � o Z ¢ � A-1 .0 3-DIMENSIONAL VIEWS oT ., A-2.0 FIRST & SECOND FLOOR PLAN m � � � � � A-3.0 THIRD FLOOR & ROOF PLAN A-4.0 EXTERIOR ELEVATIONS & MATERIAL SCHEDULE 1-� - .T S1 PRELIMINARY FOUNDATION PLAN Macc W SUR TOPOGRAPHIC SURVEY r BM 7 a --_7 z O T- -- z v s s o0m LL ? LL Q st z (D } O J r LU = W wma � J _ z > LU w ■ C'S T, O 0 Zrn Y LU LU rJ �� N CN LV 3 z � - Z LL Q LU S W w z GUNDERSON CUSTOM HOME DOCUMENT VALID UPON 409 BAY FRONT NORTH NEWPORT BEACH,CA 92662 1. REF.STRUCT.SHT. FOR SPECIAL INSPECTIONS BY STRUCTURAL ENGINEER ARCHITECT: OWNER: DIG ALERT: 1.800.227.2600 BRANDON ARCHITECTS, INC. DAVE GUNDERSON • -`c -, W ALUMINUM 2. HERS VERIFICATION REQUIRED REFERENCE T-24 SOUTHERN CALIFORNIA EDISON: 1.714.895.0246 CHR STOPRED HIEL AVE. DON,LDG.AIA 102 409 N.BA FRONTBEACH.CA 92662 k � C+`• 7y ; 4 O gam, _ COSTA MESA,CA 92626 P.562.754.7123 >y: •- p `rC • • '� �ss f TR , CONCRETE SOUTHERN CALIFORNIA GAS: 1.800.427.2000 P: 714.754.4040 F:714.754.4004 w .Brandonkchitects.com ORIGINAL SIGNATURE CITY WATER & SEWER1.949.644.3011 EARTH SPECIAL INSPECTIONS 6 STRUCTURAL ENGINEER: CIVIL ENGINEER: za c I I WILLIAM SIMPSON&ASSOCIATE, INC. o 0 C) PACIFIC BELL TELEPHONE: 1.800.750.2355 SURVEYING, ENGINEERING& a m m MASOUD JAFARI, PRINCIPAL S.E. SURVEYING, INC. -°° >.L z m "z c c 1 �. j Q O _ HARBOR ISLAND DR '- • ? ^ c -• 'O Q 1. LANDSCAPE PLAN; BBQ; FIRE PIT;ACCESSORY STRUCTURES, MASONRY OR 23 ORCHARD, SUITE 250 THOMAS M. RUIZ, P.E. � m �O o °'K m GYPSUM - PLASTER CONCRETE WALLS/FENCES;RETAINING WALLS OVER 4 FT. HIGH FROM THE CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: LAKE FOREST,CA 92630 T c m m o,m O1 2231 BROOKURST ST.,STE.203 m a z >,m o �eoR u p J ' r T BOTTOM OF THE FOUNDATION TO THE TOP OF WALL; UNDER SEPARATE P: 1.949.644.3311 P: 949.206.9929 G a a m r HUNTINGTON BEACH, CA 92646 !' S(gN0 \ - � x r_ � ' LL, Q \� 1. 6,9 .•� SUBMITTAL(FOR H.O.A. PURPOSES). F: 1.949.644.3318 WWW.WSASE.COM P:714.963.6793 +, BEACON hj�',•� ��``''•K ' tt1 j• I' 4 r: Y _�_ ' • �. aF. ca 1 I• �t"ttf't"�I-� INSULATION RIGID 2. POOLS,SPAS,WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING iN STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. GENERAL CONTRACTORLANDSCAPE DESIGNER oCITY OF NEWPORT BEACH PLANNING DEPT1" General Information Line : (949)644-3200 E c�.a- a 10 E �� I f — Zoning Information Line: (949)644-3204 TBD BOTANICARE LANDSCAPE U H tz ° o °m o 'c �~. .,. » ' 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 1010 WEST 17TH.ST CA m g m o MASONRY - BRICK 275. SOUND LEVEL NOT TO EXCEED 50dBA(55dBA WITH TIMER,65dBA WITH COSTA MESA,CA 92627 F y E' y' o TIMER AND NEIGHBORS CONSENT). LOCATION OF MEASUREMENT TO BE AT CITY OF NEWPORT BEACH BUILDING DEPT.: P.949.673.5646 = °¢ Tt m 8-m Z °- -Ot' —' S] - - N> >y\�v{ ADJACENT PROPERTY PATIO OR OPENING. (949)644-3275 General Administration z N X N a = 0 ` f �J MASONRY • ;� - 'e� �--'-e`- � )r -- e — - _ ' - - -y l'`Xi� 1`C�`' - CONCRETE BLOCK 4. A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THANA (949)644-3288 Permit Counter mT�'O4-5ND FOR SHORING AND UNDERPINNING. CONTRACTOR TO PROVIDE A COPY O (949)644-3255 Inspection Requests SURVEYOR: SOILS ENGINEER: 1 y a� p m aTF � m 2 4�:%�'�. q9 ,jj` - NT y p t � ILS,,, tt ` ~'� ( - - �� L ;{{i;••% -� OSHA PERMIT. APEX LAND SURVEYING, INC. R MCCARTHY CONSULTING, INC. Q �o E o c E r apF SITE'Y FRO 7rIJaf;:�� BAV FRONT ALLEY N «ems NEWPORT BEACH FIRE DEPARTMENT: PLYWOOD / GLU-LAM TIMBERPAUL CRAFT 23 CORPORATE PLAZA STE. 150 m o E 3o: 5. FIRE SPRINKLERS REQUIRED,CONTRACTOR TO SUBMIT FIRE SPRINKLER 100 Civic Center Dr. Newport Beach CA 92660 HUNTINGTON BEACH, CA 02646 NEWPORT BEACH,CA 92660 -0. j®• O - q, C� n� A1r• r ,n..:- ( t �[S. `sem _ ` DRAWINGS FOR ARCHITECT'S APPROVAL PRIOR TO SUBMITTING TO CITY. P: 949.644.3106 P.714.488.5006 P.949.629.2539 > a c m c c s OBTAIN '',:t .��'�.-:;;\.-'Y®`��i--,,` Vp�2�.�a C.'r.�.„c�c--�PJA p"OP/�.QJ'�v,. .yoJD�0�®;�4�y'h-a^r�'r�a,�'�s B{crf-w>.h,..;c'a T•aalg-�S'.'�'.1t,1w,�."11'.,i,�-- "w>Nr',k.,F, "-"t,>aw'{�r�ro--, -.�BAw',(LBO'A�'�.�A"r�V;rIi`E fd,��-_°�1w>a,,,- r reti1-y,,k;,".+!;qa•�,� fw=¢Q-_,)r '-�' ¢za- t�,--_1B�'A1`".FL,.yY B.i j/�/,��/////J//////////-//// OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION. F.714.333.440 SAND ORANGE COUNTY HEALTH SERVICES: E:APEXLSINC GMAIL.COM ammoc Eo NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR PO BOX 355 SANTA ANA, CA 92702 my ° ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL -J P: 714.834.3882 INTERIOR DESIGNER: AGENCY FOR REVIEW. TBD = STEEL aX C.N.B.NOTE: CHRISTOPHER BRANDON,ARCHITECT S THE DESIGN U) m °E°omBm--a-_oocmmm.•a.`°c;.-.'a�t.mcmmoc. ra"3waycmE 75 e,; �`��`• r,a �? � � ¢ p a yT��r� - a > PROFESSIONAL IN RESPONSIBLE CHARGE OF THE PROJECT, RESPONSIBLE FOR s -- 'n _J m-o REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY w 9o~ 3U c) a' ° mocU w WOOD OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR J �o m o o F V COMPATIBILITY WITH THE DESIGN OF THE BUILDING. NBMC 1502010 m 3 . . _ a= •- °- -2 � m V. „t . �tr � � _ � m MATERIAL LEGEND 9 DEFERRED SUBMITTALS 7 AGENCIES & PUBLIC SERVICES 4 PROJECT DIRECTORY 2 cP T2 v rAl I.. ' ' Ti 's• 4t a REVISIONS AL �, •`O ` yQ !G. -v' r , spa ° r- a ��. f •''~ OJ -� ' ;- !"-, rft ` n � n + " ' i',7y� `r + BUILDING AREA SCHEDULE CODES: NBMC (NEWPORT BEACH MUNICIPAL CODE) NO. REVISION DATE �� BAV FRONTAL'LEV 5" " � �'a ' �'==i 5 CALIFORNIA CODES: 2016 CBC, 2016 CFC, 2016 CEC, r BA �-}� NORTH ARROW LEGAL DESCRIPTION: = y- � r ., r , � d , :. � , .� �/ 2016 CPC,AND 2016 CMC, 2016 CAL GREEN c a� env FRONT s ti '�. ! ; t Name AREA COMMENTS LOT 5, BLOCK 8 OCCUPANT LOAD -N/A - 'r N 90 00' 00" E 2-CAR GARAGE 464 SF APN:050 031 02 PROPERTY LINE TAG OCCUPANCY CLASSIFICATION R-3/U Distance FIRST FLOOR LIVING 1049 SF SECOND FLOOR LIVING 1290 SF LOT INFORMATION: OCCUPANCY SEPARATIONS (GARAGE) 1-HR. 1 SIM I SECTION INDICATOR THIRD FLOOR LIVING 111 SF ZONED: R-BI FLOOR & FLOOR-CEILINGS N/A A101 Grand total 2914 SF SITE AREA: 2,727 S.F. BUILDABLE AREA: 1,796 S.F. TYPE OF CONSTRUCTION V-B - SPRK'R. TOTAL ALLOWABLE AREA: 1.5 x 1,796 S.F. +200 S.F.= 2992.5 S.F. Room name ROOM TAG (NAME / AREA) OUTDOOR AREA SCHEDULE OPEN VOLUME PROVIDED= 1531 S.F. FIRE SPRINKLER: NFPA 13D YES PROJECT DESCRIPTION: 150 SFHEIGHT 3STORY NAME AREA COMMENTS THE SUBJECT PROPERTY IS LOCATED IN NEWPORT BEACH, CA ON NORTH BAY FRONT. THE PROJECT IS OSIM MASTER DECK 160 SF COVERED EXISTING BUILDING INFORMATION: FLOOR AREA REF. 8/T-1 LOCATED SOUTH OF PACIFIC COAST HIGHWAY. THE LOT IS IRREGULAR IN SHAPE APPX. 91 FEET DEEP AND 30 A101 CALL-OUT TAG CABANA 277 SF COVERED EXISTING SINGLE FAMILY W/GARAGE TO BE DEMOLISHED ALLOWABLE BLDG. AREA N/A FEET WIDE, IT IS ZONED R-BI AND IS APPX. 2727 S.F. THE PROPERTY INCLUDES AN EXISTING SINGLE FAMILY DECK 438 SF UNCOVERED EXISTING S.F. =2,169 S.F. (PER CBC TBL. 503) RESIDENCE TO BE DEMOLISHED. THE CLIENT PROPOSES TO BUILD A NEW 3-STORY SINGLE FAMILY NameBALCONY 28 SF UNCOVERED RESIDENCE APPX. 2,450 S.F. LIVING TO BE WOOD FRAMED WITH A SLAB FOUNDATION AND ROOF-TOP DECK. Elevation � ELEVATION INDICATOR MECH WELL 65 SF UNCOVERED ZONING INFORMATION THE PROJECT WILL BE OF A TRADITIONAL DESIGN, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: AMPLE 0 REVISION FLAG Grand total 968 SF TOTAL BUILDING AREA= 1,796 S.F. INDOOR/OUTDOOR LIVING SPACES INTEGRATED WITH A MODERN `OPEN' FLOOR PLAN AS WELL AS OUTDOOR LANDSCAPE AREA SCHEDULE JOB NO. 20 R 71/2" STAIR TAG FRONT SETBACK: 10 . 409-2017 PATIOS, DECKS AND BALCONIES. PARKING WILL BE PROVIDED IN THE FORM OFA 2-CAR GARAGE. THE @ (NO. OF RISER & HEIGHT) REAR SETBACK:5 FT. EXTERIOR WILL BE PRIMARILY WOOD SIDING, WITH SOME USE OF STONE AND METRAL. THE HOME WILL HAVE NAME AREA COMMENTS RIGHTLEFT SETBACK: FT. DATE 11 WALL TAG LANDSCAPE 5 SF RIGHT SETBACK:3 FT. 4/05/2017 APPROXIMATELY 3 BEDROOMS, 4.5 BATHS, AND A ROOF TOP DECK WITH COVERED CABANA. LANDSCAPE 1 32 SF 101 SHEET NO. DOOR TAG LANDSCAPE 2 40 SF LANDSCAPE 3 86 SF 1i WINDOW TAG Grand total 163 SF FT] KEYNOTE TAG T 1 . 0 -7 VICINITY MAP/ PROJECT DESCRIPTION 11 ANNOTATION LEGEND 10 PROJECT STATISTICS 8 SITE INFORMATION 5 1 CODE REVIEW 3 1 SHEET LIST 1 PROJECT NAME DEFINITIONS. (ASUSEDINTHESESPECIFICATIONS) & AND DR. DOOR HDR. HEADER PERIM. PERIMETER U. UNDER GUNDERSONRESIDENCE PROVIDE A PERMANENTLY ANCHORED GASEOUS FUEL BURNING PAN TO THE FIREBOX IN A SOLD FUEL BURNING FIREPLACE. Z ANGLE D.S. DOWNSPOUT HDWD. HARDWOOD PL. PLATE/PROPERTY LINE U.B.C. UNIFORM BULIDING CODE e OWNER SHALL MEAN: MR.DAVEGUNDERSON @ AT D.S.P. DRY STAND PIPE HDWR. HARDWARE P.LAM. PLASTIC LAMINATE U.G. UNDERGROUND STATUS e SOLID FUEL BRUNING FIREPLACE MUST COMPLY W ITH THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES."GAS APPLIANCE FIREPLACE MUST COMPLY W ITH THE CALGREEN CODE REQUIRMENTS.° CONTRACTOR SHALL MEAN: LICENSED GENERAL CONTRACTOR HIRED TO PERFORM THE WORKUNDER THIS CONTRACT C CENTERLINE DWG. DRAWING H.M. HOLLOW METAL PLAS. PLASTER U.L. UNDERWRITER'S LABORATORY L.C.P. e ARCHITECT SHALL MEAN:BRANDON ARCHITECTS,INC.,CHRISTOPHER BRANDON PRINCIPAL 53. ALL DOORS FROM THE HOUSE INTO THE POOL AREA SHALL BE EQUIPPED WITH AN APPROVED ALARMORANAPPROVEDALTERNATEDROWNINGPREVENTIONSAFETYFEATURE.CBC3109.4.4.2 � DIAMETER OR ROUND HORIZ. HORIZONTAL PLUMB. PLUMBING UNF. UNFINISHED e _L PERPENDICULAR (E.) EXISTING HR. HOUR PLYWD. PLYWOOD U.N.O. UNLESS NOTED OTHERWISE SPECIFICATIONS SHALL MEAN: W RITfEN SPECIFICATIONS IN THE PLANS OR THE"PROJECT MANUAL" IF PROVIDED FOR THIS PROJECT e ( ) 54. GENERAL CONTRACTOR,CONTRACTORS,SUB-CONTRACTORS AND BUILDERS TO COORDINATE ALL ENGINEERING AND MECHANICAL DRAWINGS WITH ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH # POUND OR NUMBER EAST, ENTRY HT./HGT. HEIGHT PNT. PAINTED) UR. URINAL � E CONTRACT DOCUMENTS SHALL MEAN: WORKING DRAW INGS APPROVED FOR BUILDING PERMIT,PLUS ANY CHANGE ORDERS OR ADDENDA TO SAME. WORK.IF DISCREPANCIES ARE APPARENTLY OBSERVED OR INFORMATION APPARENTLY IS THOUGHT TO BE MISSING,NOTIFY ARCHITECT W ITHIN 24 HOURS W ITH SKETCH,DRAW ING,PDF,PHOTOCOPIES W ITH U PROPERTY LINE, PLATE EACH � o L HVAC HEATING VENTILATING/AIR GOND. P.O.C. POINT OF CONNECTION N 1.CODES/GENERAL PROVISIONS: LEGIBLE HAND WRITTEN NOTES AND/OR W RITING(FAX,ENIAIL OR CORRESPONDENCE).IF CONFLICT W ITH EXISTING CONDITIONS,PROVIDE DOCUMENTATION(PHOTOS,SKETCHES,DW GS)OF EXISTING CONDITIONS E.J. EXPANSION JOINT rn "• AND SUGGEST PROPOSALS)FOR SOLUTION(SKETCH,DRAW ING,AND/OR WRITING). A.B. ANCHOR BOLT PR. PAIR V. VERTICAL ALL WORK CONSTRUCTION AND MATERIALS SHALL COMPLY W ITH ALL PROVISIONS OF THE APPLICIABLE BUILDING CODES AND W ITH OTHER RULES REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF ABV. ABOVE ELEC. ELEVATION I.D. INSIDE DIAMETER/INTERIOR DESIGNER PROJ. PROJECTION VENT. VENTILATING V L) - CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE CONTRACTOR SUB-CONTRACTORS AND ANYONE SUPPLYING LABOR AND/OR MATERIAL TO BRING TO THE ATTENTION OF THE ARCHITECTVERBALLY AND 55. ISSUANCE OFABUILDING PERMIT DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS,CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE A/C AIR CONDITIONING ELECTRIC IN. INCH PSL. PARALLEL STRAND LAMINATE VERT. VERTICAL ra " ( PROPERTY OR TO OBTAIN PLANS.YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT. ELEV. ELEVATOR INSUL. INSULATION w as IN W RITING)ANY KNOWN DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THESE CODES AND THE CONTRACT DOCUMENTS(DRAW INGS). THE APPLICABLE CODES SHALL INCLUDE,BUT SHALL A.C. ASPHALT CONCRETE PT. POINT VER. VERIFY W NOT BE LIMITED TO THOSE AS LISTED IN"CODE REVIEW"BOX.(T-1) ACOUS. ACOUSTICAL EMER. EMERGENCY INT. INTERIOR V.T.R. VENT THROUGH ROOF _S . 56. ROUGH FRAMING: R.A. RETURN AIR do L ALL EXTERIOR WALL TO BE FRAMED WITH 2X6 STUDS A.D. AREA DRAIN E.P. ENCLOSURE INV. INVERT/INVERTED ALL WORK SHALL BE PERFORMED SO AS TO COMPLY W ITH ALL LEGAL AND INDUSTRY REQUIREMENTS AND STANDARDS INCLUDING THE FOLLOW ING: RAD. RADIUS SECOE EXTE IORTO BES EATHED DTH BE I-1l8' EQ ELECTRIC PANEL o a THE BUILDING CODES,2016 EDITIONS,AB ADOPTED BY CALIFORNIA ALL APPLICABLE RELATED SPECIALTY CODES. ADH. ADHESIVE JAN. JANITOR R.D. ROOF DRAIN W. WEST, WIDE,WIDTH � m THE FUNCTIONALITY STANDARDS SET FORTH IN TITLE 7 OF THE CALIFORNIA CIVIL CODE(THE"RIGHT TO REPAIR ACT'). ENTIRE EXTERIOR TO BE SHEATHED W ITH 1/2"PLYW000 ADJ. ADJUSTABLE EQ. EQUAL/EQUIVALENT W/. WITH _ EQPT./EQPM. EQUIPMENT JT. JOINT R.D.L. ROOF DRAIN LEADER ANY MANUFA T RER'S RE IO R IMPOSEOF RECO ME OFTIONSF TBEACH. AL. ALUMINUM WD. WOOD 0 THE MANUFACTURER'S REQUIREMENTS OF RECOMMENDATIONS FOR ANY INCORPORATED PRODUCTS. E.W. EACH WAY JST. JOIST RECPT. RECEPTACLE o a 2.FEEs: ALT. ALTERNATE REF. REFERENCE W.H. WATER HEATER U ANOD. ANODIZED EXST. EXISTING KIT. KITCHEN RECT. RECTANGULAR W C. WATER CLOSET w A.P. ACCESS PANEL EXH. EXHAUST W.I. WROUGHT IRON 5 - 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 APPX. APPROXIMATELY EXPO. EXPOSED L. LOW/LINEN REFR./R/F. REFRIGERATOR WP. WATERPROOF ¢ 05a PLANCHECK FEE AND 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 EXT. EXTERIOR L.A. LANDSCAPED AREA REG. REGISTER - APPV'D. APPROVED W.W.M. WELDED WIRE MESH SHALL PROVIDE TEMPORARY TOILET FACILITIES AND EROSION CONTROL MEASURES AS REQUIRED BY STATE AND LOCAL BUILDING CODE. E.G. EXISTING GRADE LAB. LABORATORY REINF. REINFORCEMENT ox3 3.coNTRAcroR'ssuRvev: ARCH. ARCHITECTURAL RESIL. RESILIENT' C 3 LAM. LAMINATE REQ'D. REQUIRED ASB. ASBESTOS z a 3 ASSY. ASSEMBLY F. FIXED LAV. LAVATORY � 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 AUTO. AUTOMATIC F.A. FIRE ALARM LBS. POUNDS RET. RETAIN(ING), RETURN O 1:n - ORAWINGS AND SHALL VERIFY GRADES,CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING DEMOLITION AND CONSTRUCTION.CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY VERBALLY AND IN FAC. FACTORY LFA LOAD FROM ABOVE RM. ROOM d o WRITING OF DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE DEPICTED IN THE CONTRACT DOCUMENTS. CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY VERBALLY AND IN W RITING OF ANY B. BATH L.H. LEFT HAND R.O. ROUGH OPENING Q in a DISCREPANCIES FOUND W ITHIN THE DRAWINGS AND SPECIFICATIONS. BD. BOARD F.C.O. FLOOR CLEAN OUT LKR. LOCKER R.R. ROOF RAFTER > o BEL. BELOW F.D. FLOOR DRAIN LT. LIGHT RWD. REDWOOD z _a v 4.COORDINATION OF CONSTRUCTION: BET. BETWEEN FDN. FOUNDATION LTM. LUMINOUS S. SOUTH = . BITUM. BITUMINOUS F.E. FIRE EXTINGUISHER a ,r, CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURACY OF DETAILS;FOR CONFIRMING AND COORDINATING ALL QUANTITIES AND DIMENSIONS;FOR SELECTING FABRICATION PROCESSES;FOR TECHNIQUES OF BLDG. BUILDING F.E.C. FIRE EXTINGUISHER CABINET S.A. SUPPLY AIR a, n ASSEMBLY AND PERFORMANCE OF ALL WORK INA SAFE AND SATISFACTORY MANNER. CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF ALL WORK INCLUDING THAT OF THE SUB-CONTRACTORS. MAINT. MAINTENANCE r0 F.G. FINISH GRADE S.C. SOLID CORE CONTRACTOR SHALL PROVIDE SUPERVISION OF THE JOB DURING ALL PHASES OF CONSTRUCTION ACTIVITIES. A COMPETENT SUPERINTENDENT SHALL BE SELECTED BY THE CONTRACTOR AND SHALL BE IN ELK. BLOCK MAS. MASONRY c CHARGE OF THE JOB UNTIL ITS COMPLETION. CONTRACTOR AGREES TO BIND EVERY SUB-CONTRACTOR BY THE TERMS OF THE CONTRACT AS FAR AS SUCH TERMS ARE APPLICABLE TO THE SUB-CONTRACTOR'S BLK'G. BLOCKING F.H. FLATHEAD S.C.D. SEAT COVER DISPENSER o WORK. FIN. FINISH SCHED. SCHEDULE m MAT. M TERIAL c B.O BEAM MAX. MAXIMUM s.CLEAN-uP: B.O. BY OWNER/BY OTHERS FIX./PIXY. FIXTURE S.D. SUB DRAIN/SOAP DISPENSER M.B. METAL BOLT BOT. BOTTOM F.J. FLOOR JOIST SEC. SECTION M.C. MEDICINE CABINET F.L. FLOW LINE SEL. SELECTED ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR THE DAILY REMOVAL OF ALL DEBRIS ACCUMULATED AS A RESULT OF THEIR OPERATIONS. ALL SCRAP DEBRIS AND OTHER EXCESS MATERIAL SHALL BE BR. BEDROOM MECH. MECHANICAL LAWFULLY REMOVED FROM THE SITE,UNLESS OTHERWISE DIRECTED BY THE CONTRACTOR. B.W. BACK OF WALK, BOT. OF WALL FLASH. FLASHING SH. SHELF MET./ MEMBRANE PLR. FLOOR SHY. SHEET 6.TESTS AND PERMITS: CAB. CABINET MET./MFG METAL FLUOR. FLUORESCENT SHTG. SHEATHING C.B. CATCH BASIN MFR./MPGR. MANUFACTURER CEM. CEMENT F.O.C. FACE OF CONCRETE/FACE OF CURB SIM. SIMILAR CONTRACTOR SHALL ARRANGE FOR,AND SECURE REQUIRED TESTS,PERMITS AND INSPECTIONS,AND SHALL BEAR COSTS FOR SAME. M.H. MAN HOLE C.G. CORNER GUARD F.O.F. FACE OF FINISH MIN. MINIMUM S.J. SOFFIT J 7.GUARANTEES: F.O.S. FACE OF STUD/FACE OF STRUCTURE MIR. MIRROR S.J. SOFFIT JOIST CHAN. CHANNEL F.O.M. FACE OF MASONRY S.S. STAINLESS STEEL CONTRACTOR SHALL GUARANTEE ALL WORK,MATERIALS AND PRODUCTS FOR ONE YEAR AFTER THE DATE OF ACCEPTANCE OF THE WORK AND CONTRACTOR SHALL REPAIR OR REPLACE,OR CAUSE TO BE CHG. CHANGE MISC. MISCELLANEOUS FP. FIREPLACE S.SK. SERVICE SINK REPAIRED OR REPLACED ANY OR ALL SUCH WORK TOGETHER W ITH ANY OTHER WORK W RICH MAY BE DISPLACED IN DOING SO,THAT NAY PROVE DEFECTIVE W ITHIN ONE YEAR,W ITHOUT ADDITIONAL EXPENSE; C.I. CAST IRON M.O. MASONRY OPENING C.J. CONTROL JOINT/CONST. JOINT F.S. FLOOR SINK STA. STATION ORDINARY WEAR AND TEAR,UNUSUAL ABUSE OR NEGLECT IS EXCEPTED. EXCEPTIONS TO ONE YEAR GUARANTEE ARE SPECIFIED IN OTHER SECTIONS OF THE PROJECT MANUAL OR DRAW INGS. STATE LAW,OR MOS. MOSAIC MANUFACTURER'S GUARANTEE SHALL GOVERN IF LENGTH AND TYPES OF GUARANTEES ARE MORE STRICT OR FOR LONGER PERIODS. CLG. CEILING /CEILING JOIST FT. FOOT OR FEET STD. STANDARD MTD. MOUNTED FTG. FOOTING MUL. MULLION STO STEEL IT IS UNDERSTOOD BY CONTRACTOR THAT IT IS HIS RESPONSIBILITY TO PROVIDE MATERIALS AND CONSTRUCTION W HICH W ILL YIELD A REASONABLE VALUE OVER A PERIOD OF TIME W HICH MAY EXCEED THE CLKG. CAULKING PURR. FURRING STOR. STORAGE SPECIFIED GUARANTEE AND WARRANTY PERIODS. CLR. CLEAR FUT. FUTURE (N.) NEW STRUCT. STRUCTURAL CONTRACTOR SHALL BE RESPONSIBLE FOR A WEATHER TIGHT BUILDING,FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP. EACH SUB-CONTRACTOR SHALL PROVIDE A WRITTEN GUARANTEE STATING CNTR. COUNTER F.V. FIELD VERIFY N. NORTH SUSP. SUSPENDED THAT WORK EXECUTED BY HIM IS FREE AND W ILL REMAIN FREE FROM DEFECTS OF MATERIALS AND WORKMANSHIP FOR ONE YEAR FROM DATE OF ACCEPTANCE OF HIS W ORK BY OW NER,AND THAT REPAIR AND CONC. CONCRETE NAT. NATURAL SYM. SYMMETRICAL REPLACEMENT OF SUCH DEFECTIVE WORK AND ALL OTHER WORK DAMAGED AS A RESULT THEREBY WILL BE EXECUTED IN A TIMELY MANNER AT THE CONVENIENCE OF THE OWNER AND WITHOUT COST TO COND. CONDITION GA. GAUGE N.I.C. NOT IN CONTRACT T. TREAD OWNER. CONST. CONSTRUCTION GALV. GALVANIZED N.G. NATURAL GRADE T.C. TOP OF CURB CONT. CONTRACTOR/CONTINUOUS G.B. GRAB BAR/GRADE BEAM NO. NUMBER T.CL. TIME CLOCK Q 8.WAIVER OF LIENS: CORR. CORRIDOR. CORROSIVE G.C. GENERAL CONTRACTOR NOM. NOMINAL Z 0 CTSK. COUNTERSUNK GEN. GENERAL N.T.S. NOT TO SCALE TEL. TELEPHONE CONTRACTOR SHALL PROVIDE CERTIFIED RELEASE OF LIENS BV ALL SUB-CONTRACTORS AND SUPPLIERS,OR ANYONE PROVIDING MATERIALS AND/OR LABOR AS THEY BECOME AVAILABLE. TEMP. TEMPERED Z O Z = CTR. CENTER G.F.I. GROUND FAULT INTERRUPT O/. OVER TER. TERRAZZO 9.ROLL OF ARCHITECT DURING CONSTRUCTION: G.I. GALVANIZED IRON O I- U DBL. DOUBLE GL. GLASS O.A. OVERALL T.F. TOP OF FENCE I- (Y Z Q THE ARCHITECT WILL NOT ACT AS THE OWNER'S REPRESENTATIVE DURING CONSTRUCTION. ARCHITECT WILL ADVISE AND CONSULT WITH OWNER. ARCHITECT WILL OBSERVE CONSTRUCTION PER HIS DECO. DECORATIVE G.L.B. GLU-LAM BEAM OBS. OBSCURE T.&G. TONGUE AND GROOVE : W000 AGREEMENT W ITH OWNER AND RENDER INTERPRETATIONS NECESSARY FOR THE PROPER EXECUTION OR PROGRESS OF THE WORK IN ACCORDANCE W ITH THE INTENT OF THE PLANS AND SPECIFICATIONS. DEPT. DEPARTMENT O.C. ON CENTER 0 ARCHITECT W ILL NOT BE RESPONSIBLE OR HAVE CONTROL OR CHARGE OVER THE ACTS OR OMISSIONS,CONSTRUCTION MEANS,METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES,OR FOR SAFETY GND. GROUND THK. THICK Of � DET. DETAIL O.D. OUTSIDE DIAMETER (DIMENSION) T.P. TOP OF PAVING/PILASTER O Z LL � PRECAUTIONS AND PROGRAMS,OF THE CONTRACTOR,SUB-CONTRACTORS,OR ANY OF THEIR AGENTS OR EMPLOYEES,OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK. GR GRADE D.F. DRINKING FOUNTAIN/DOUGLASS FIR O.F.D. OVERFLOW DRAIN T.PL. TOP OF PLATE t'- Z � GYP. GYPSUM z ANY VERBAL INSTRUCTION ORAUTHORIZATION THAT IS CONFIRMED BV LETTER,MEETING NOTE,MEMORANDA,OR THE LIKE,(WITHACOPY SENT TO THE OW NER,OR THE OWNER'S REPRESENTATIVE)&THERE IS DIA. DIAMETER OFF. OFFICE T.O.S. TOP OF STRUCTURE/SLAB 0 } O NO EXCEPTION TAKEN WITHIN(10)CALENDAR DAYS,SHALL BE DEEMED EQUIVALENT TO RECEIPT OF WRITTEN INSTRUCTION,APPROVAL AND AUTHORIZATION FROM THE OWNER. DIAL. DIAGONAL G.P. GRADE PLANE OPNG. OPENING rr Q d TRANS. TRANSFORMER W W C0 N DIM. DIMENSION OPP. OPPOSITE T.S. TOP OF STEP Z � rn 10.A.I.A.GENERAL CONDITIONS: DN. DOWN H. HIGH T.W. TOP OF WALL � Q CD LU N H.B. HOSE BIB THE CURRENT GENERAL CONDITIONS R/THE CONTRACT FOR CONSTRUCTION PUBLISHED BY THE AMERICAN INSTITUTE AI ARCHITECTS SHALL APPLY AS THOUGH IT W ERE PART S CONT I DOCUMENTS UNLESS TYP. TYPICAL O d- Z rn SPECIFICALLY MODIFIED IN THE OWNER/CONTRACTOR AGREEMENT. A COPY OF SAID GENERAL CONDITIONS MAV BE OBTAINED FROM THE ARCHITECT UPON REQUEST. THE NOTES CONTAINED IN THESE"GENERAL H.C. HOLLOW CORE NOTES"ON THIS SHEET ARE INTENDED TO SUMMARIZE AND COMPLIMENT THE A.I.A.GENERAL CONDITIONS. THE A.I.A.GENERAL CONDITIONS SHALL TAKE PRECEDENCE OVER THESE NOTES SHOULD A CONFLICT IN HD. HARD WORDING OCCUR. 11.EXTRAS: OWNER MAY ORDER EXTRA WORK OR MAKE CHANGES BY ALTERING,ADDING TO OR DEDUCTING FROM THE WORK,THE CONTRACT SUM BEING ADJUSTED TO THE MUTUAL SATISFACTION OF THE OW NER, ARCHITECT AND CONTRACTOR. BEFORE ANY CHANGES ARE BEGUN,THE ADDED OR DEDUCTED SUM SHALL BE PRESENTED TO OW NER IN W RITING FOR APPROVAL. CONSTRUCTION MIN'S C O N T I N U N E D 4 ABBREVIATIONS 1 12.SUBSTITUTIONS: Z SUBSTITUTIONS OF MATERIALS OR METHODS PROPOSED BY THE CONTRACTOR OR HIS SUB-CONTRACTORS CONTRARY TO DRAW INGS AND SPECIFICATIONS SHALL BE SUBMITTED TO ARCHITECT IN WRITING FOR APPROVAL OR DENIAL. IF 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 W RITING OF THIS FACT FOR ARCHITECT'S AND OWNER'S DECISION. yr WPOk Material Conservation and Resources Efficiency 12. Adhesives,sealants and caulks shall be com liant with Volatile of anic coin and VOC limits set 13 Paints,stains.and other coatin s shall be com Ilam with VOC and other toxic com and limits set 14. Particleboard.medium densil fiberboard MDF and hardwood I ood used In interior or exterior of CITY OF NEWPORT BEACH p g pn ( ) g p p° v ( ) Prw W 13.INSURANCE: : g forth in Table 4.504.1 or Table 4.504.2. (4.504.2.1) forth in Table 4.504.3.(4.504.2.2) the building shall comply with low IormaMahyde emission standards as set foM in Table 4.504.5 } 4. Annular spaces around pipes, electric cables, conduits or other openings in solelbotlom plates at N i below(4.504.5): COMMUNITY DEVELOPMENT DEPARTMENT t .a CONTRACTOR SHALL CARRY GENERAL LIABILITY INSURANCE W ITH BROADFORM PROPERTY DAMAGE ENDORSEMENT AND CONTINGENT LIABILITY ENDORSEMENT. OW NER AND ARCHITECT SHALL BE LISTED AS ► exterior walls shall be protected against the passage of rodents by closing SOCK openings with ADHE8NE YOC LIMB YOC CONTENT LIMITS FOR ARCHITECTURAL COATING$ ADDITIONAL INSURERS UNDER THE POLICY W ITH WAIVER OF SUBROGATION. CONTRACTOR SHALL FURNISH OW NER W ITH A CERTIFICATE OF INSURANCE W ITH A 30 DAY NOTICE OF CANCELLATION.OW NER SHALL J ,,,. BUILDING DIVISION cement mortar,concrete masonry or other similar method. (4,406.1) Less Water and Leas Exem Com ounds in Grams r Lite OBTAIN A BUILDER'S RISK POLICY W ITH ARCHITECT NAMED AS AN ADDITIONAL INSURED W ITH WAIVER OF SUBROGATION. .. � 100 Civic Center Drive I P.O.Box 17681 Newport Beach.CA 92658-8915 ARCHITECTURAL APPLICATIONS VOC LIMIT (Grams of VOC per Liter of Coating, FORMALDEHYDE LIMITS CD as a,aa•` 5. Utilize one of the city's approved franchise hauler to recycle andlor salvage a minimum of 65 h of the Less Water and Less Exem Com unds Maximum formaldeh tle Emissions in Parts er Million www.newooAbeachca.0ov ((949)P44-3200 Indoor wr e1 adhesives 50 N 14.SCOPE OF DRAW INGS AND SPECIFICATIONS: n nh Zardous ConstruClion and demolillon wase. 4.408.1 4,408.3 PRODUCT LIMIT o a ( ) COATING CATEGORY YOC LIMIT Ca t atl adhesives 50 Hardwood I ood veneer core 0.05 THESE DRAW INGS AND SPECIFICATIONS SHALL BE INTENDED TO SHOW AND DESCRIBE DETAILS FORA CONSTRUCTIBLE BUILDING. PARTS AND DETAILS NOT FULLY SHOW N OR DESCRIBER SHALL BE DETAILED AND Outdoor ce !adhesives 150 Flat coalin s 50 Water Efficient and Conservation Hadwoad I ood com ire core 0.05 EXECUTED ACCORDING TO STANDARD FIRST CLASS PRACTICE ANO IN SIMILAR MANNER AND SPIRIT OF THE DETAILS W HICH ARE SHOW N IS THE DRAW INGS AND/OR DESCRIBED IN THE PROJECT MANUAL. IF CALGREEN-RESIDENTIAL y Nonflal coati 5 100 Wood floor adhesive 100 Partkleboard 0.09 CONTRACTOR OR SUB-CONTRACTOR FINDS ANY DETAILS W HICH,IN HIS OPINION,ARE UNSOUND,UNSAFE,OR NOT WATERPROOF,ITIS HIS DUTY TO NOTIFY ARCHITECT IN W RITING WTHIS FACT. IF W FOR IS Non6al-hi h 1053 c0at111 5 156 PERFORMED AS DETAILED,IT W ILL BE ASSUMED THAT THERE ARE NO OBJECTIONS TO THE DETAIL. ACCURACY OF ALL DIMENSIONS SHALL 8E CHECKED. NO EXTRA COMPENSATION W ILL BE ALLOW ED FOR MiNiMUhi RE UIREMENTS 6. New residential developments with an aggregate landscape area equal to or greater than 500 square Rubber Boor adhesives BO W � U Q S ie Gostin Medium densil fiberboard 0.11 feel shall com I with Cil 's water efficient landsca ordinance. 4.304.1 NEMC 74.17 DIFFERENCE BETW EEN ACTUAL DIMENSIONS AND THOSE INDICATED ON THE DRAW INGS. PY Y P¢ ( ) SUbfbOf adhBSivQS 50 Aluminum roof coatln s 400 Thin medium densil fLerboard 0.13 Z Sco 7. Plumbi fixtures and fittin s shall com I with the followin 4.303.1 : Ceramic Nle adhesives 65 IN USING THESE PLAN FOR BIDDING OR CONSTRUCTION PURPOSES,ALL CONTRACTORS ARE REQUIRED TO REVIEW AND TREAT THEM E A W HOLE IN ORDER TO IDENTIFY ALL REQUIREMENTS THAT DIRECTLY OR n9 9 P Y 9( ) Basements 1211 Coat{n 3 400 1 "ad m lmatare sleeved dwn 334 =J F ey d Gavyme M aewurtm emartl Ad Talo Gondol Teva lS GMnl WI Wddd x Vry andas haNliadhesi gives 50 MIX1 aaaeems vain ABrMEtaB}esl2aoal faeldnmm,r4vn„n,on.lee Caerarna camdanpd,np,,.rine r+sernoro aa12o 1d,oug„ O INDIRECTLY AFFECT THEIR PORTION OF THE W ORK,EVEN REQUIREMENTS LOCATED IN SECTIONS DESIGNATED AS APPLICALBE TO OTHER TRADES.IN CAS OF CONFLICTS,THE AFFECTED CONTRACTOR IS REQUIRED 1. 2076 California Green Building Standards Code (CG) is applicable to ail new residential buildings, Bituminous roof coatings 50 s1hm,2 TO EITHER OBTAIN DIRECTION FROM AN APPROPRIATE REPRESENTATIVE OF THE OWNER,OR OTHERW ISE TO APPLY THE MORE STRINGENT STANDARD. FIXTURE TYPE MAXIMUM FLOW RATE D ell end anal adhealves 50 - - U including but not limited!o, tlwellings, apartment houses, condominiums, hotels, antl other types of Bnuminous roof rimers 350 1 TMn mad,.m denNy shmaa,alsemammum tnu�sa of vte woh ie mm, tlwellin s containin Slee y Sin le Showerheads 2.0 m 80 sl Cove base adhesives 50 � Q 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 9 9 P ng accommodations with or without common lOhelS Or cookie (ecllllie3 Bond breakers 356 Multi le Showerheads Combine flow rale of 2.0 m 80 i Multi u se construction adhesives 70 15.All duct and other related air distribution component openings shall be covered with tape, plastic. APPROPRIATE REQUESTS FOR CLARIFICATION AND INFORMATION. ERRORS AND OMISSIONS ARE TO BE EXPECTED AND ANTICIPATED,AND ALL COMNG IN A I ARE REQUIRED TO CAREFULLY REVIEW THESE PLANS regulated by the DepaAmenl of Housing and Community Development(HCD-1). (NEMC 15.11.010. Concrete curio com nds 350 sheet metal or other methods acts table to the buildin ins ector to reduce the amount of water dust W Residential Cavaco Faucets 1.2 m 60 sl Structural lazin adhesives 100 P 9 P FOR ERRORS AND OMISSIONS AND TO BRING THESE ERRORS AND OMMISIO F N THE ATTENTION OF A APPROPRIATE OW NER 8 ARCHITECT IN W RITING IN A TIMELY NIANNEN AND ANV CONTRACTOR W HO FAILS TO CG SeC1i0n 101.3.1). Driveway sealer Sealers 100 } Go 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 Common and Public use Lavato Faucets 0.5 m BO Si Sin la I roof membrane adhesives 250 and debris.which may enter the system unlll Onal startup 011he HVAC equipment. (4.504,1) IJJ 2 20113 California Green BuilOi Slantlartls Cade CG Ise livable to atltlillons or allere[ions of Dryfog sealers s PROCEEDING W RH ANY AFFECTED PROCUREMENT,FABRICATION OR CONSTRUCTION. SCHEMATIC PIANS ARE INTENDED ONLY TO DEMONSTRATE THE RELATIONSHIP AMONG COMPONENT PARTS,AND NOT TO ng ( ) PP Kitchen Feucels 1.8 m 80 Bi Other edhe31VBS nOl9 eclficall listed SQ DEPICT SPECIFIC LOCATIONS(e.g.SCHEMATIC ELECTRICAL PLANS). existing residential buildings where the addition or alteration increases the building's conditioned SPECIALTY APPLICATIONS D f coalin S 150 16. Bathroom exhaust fans shall be ENERGY STAR compliant and be ducted !o terminale outside the O m I--° Meterin Faucets 0.25 all0ns r c e maximum Faux finishf coati s 350 ry area, volume, or size. The requirements shall apply only to antl/or within the specific area of the PVC weldin 510 building. Unless functioning as a component of whole house ventilation system, fans must be LL 15.DIMENSIONS ON DRAW INGS: Water Closets 1.26 allOnS/flu5h Fife r@Slstiye Coati S 350 addition or alteration. (301.1.1) CPVC weldin 490 controlled by a humidity n m 80 capable , adjuslmeN between a relative humidity rage of less than O O Wall Mounted Urinal 0.126 allonslflush Floor coalin s 100 ore ual l0 50%to maximum 80%. 4 506 1 FIGURED DIMENSIONS SHALL BE FOLLOWED IN PREFERENCE TO SCALE,AND DETAIL DRAW INGS IN PREFERENCE TO SMALL SCALE DRAW INGS. SUB-CONTRACTOR AND CONTRACTOR SHALL CHECK ACCURACY OF All Olhef T N Urinal 0.5 allonsMush ABS weldin 325 q ( ' ) ALL DIMENSIONS IN THE FIELD PRIOR TO ANY WORK BEING CONSTRUCTED OR MATERIALS OR PRODUCTS FABRICATED OR ORDERED. SPECIFICATIONS AND WRITTEN NOTES AND SCHEDULES ON DRAW INGS SHALL Energy Efficiency Plastic cement weldi 250 Forth-release com unds 250 ^^ BE FOLLOWED IN PREFERENCE TO INFORMATION FURNISHED IN THE FORM OF LINE DRAWINGS. DETAILED DRAWINGS FURNISHED DURING CONSTRUCTION OR APPROVED BY CONTRACTOR OR ARCHITECTARETO I hw.0ea amps am deal RuMWascksets wedan eeeawenusn rale 0 l l8gaiiam mMsawnedisimewMME A121.m Z33.21xvisespon Gra hic arts coatln S sl 0 ints 500 17 Ducl systems are sized,designed and egUipmenl is s¢laded using the following methods(4507.2)- LL BE CONSIDERED EXPLANATORY AND NOT AS CHANGES TO DRAW INGS AND SPECIFICATIONS. NOTES,FIGURES AND DETAILS ON SAID DRAW INGS SHALL BE FOLLOWED AND EXECUTED AS IF PART OF THESE 3. New one and two famil dwellin s and townhouses with attached ovate aro es shall install a listed a.d W1.1a,e is mrdebe,nnwdaa Adh¢SIVB rim@f fOf aSliC 550 Y 9 P 9 2 2 Laaarmy l.,,nod.nnmdl na.wa m,a,or lana loan o eopd auo Pw In h tem fatten coalin s 420 a. Establish heal loss and heat gain values according to ANSIIACCA 2 Manual J-2011 (Residential Contact adhesive 80 Load Calculation),ASHRAE handbooks or equivalent design methods. DOCUMENTS. nominal 1 inch inside diameter raceway to accommodate a dedicated 208240 volt branch circuit. Industrial maintenance coatln s 250 (4.106.4.1 tial u se conhact adhesive 250 Low solids coatn s 120 LIJ 16.SUBMITTALS,MEETING NOTES,BULLETINS,AND MEMOS: Environmental Quality Structural wood member adhesive 140 b. Size duct systems according to ANSIIACCA 1 Manual D-2014 (Residential Duct Systems), a. The raceway shall originate x the main propo or subpanel and terminate into a listed cabinet. Mum nasus cement coalin s 450 ASHRAE handbooks or other a uivalent desi n software or methods. SUBMITTALS W ILL BE REVIEWED BV THE ARCHITECT,IF AT ALL,ONLY PURSUANT TO THE INDUSTRY-STANDARD PROTOCOL SET FORTH IN AIA DOCUMENT A201-1997;AND IN NO EVENT W ILL THE SUBMITTAL REVIEW boz,Of enGasure in close roxlmil l0 the f0 05ed lOCallOn Of an EV Char er. TO and trim adhesive 250 q 9 P Y P P 9 8. Moisture content of building materials used in wall and Odor framing is checked before enclosure Metalli texture coact s 100 PROCESS RELIEVE OR LESSEN THE SUBMITTING CONTRACTOR'S RESPONSIBILITY FOR AN INAPPROPRIATE SUBMITTAL. SUBSTRATE SPECIFIC APPLICATION$ G. Select healing and cooling equipment according to ANSIIACCA 3 Manual 5.2014 (Residential b. The service panel or subpanel shall provide capacity to install a minimum 40 ampere dedicated according to one of the following(d.505.3)� Metallic � merited coagn s 500 branch circuit ands ce reserved for installation of a branch circuit overcurrent rotective device Metal to metal 30 Multicolor coati s 250 Equipment Selection)or other equivalent design software or methods a ARCHITECT,FROM TIME TO TIME,W ILL ISSUE CONSTRUCTION NOTES OR MEMOS REGARDING CONSTRUCTION ISSUES THAT HAVE ARISEN SINCE THE DRAW INGS AND SPECIFICATIONS WERE COMPLETED. Pa P a. Moisture content shall hJe determined with either ' probe-type or contact-type moisWre meter- Pleste foams $0 CONTRACTOR SHALL REVIEW THESE WRITTEN DOCUMENTS AND INCORPORATE THEM INTO THE PROJECT. ANY QUESTIONS OR OBJECTIONS AS TO THE INTENT OF THE WRITTEN DOCUMENT ITEMS W ILL BE C. The service panel or subpanel circuit directory shall identify the overcurrent protective devices Equivalent moisture verification methods may be approved by the enforcing agency and shall d Pretreatment wash rimers 420 Parous mate al ex wood 50 Z BROUGHT IA THE IMMEDIATE ATTENTION OF THE ARCHITECT FOR DISCUSSION AND OR CLARIFICATION. ANV ITEM THAT RESULTS IN A CHANGE TO THE COST OR TIMING OF THE PROJECT SHALL BE BROUGHT TO space reserved for future EV charging as"EV CAPABLE" satisfy requirements found in Section 101.8 of this code. Wood 30 Primers,sealers,and undercoaters 100 Installer and Special Inspector Qualifications THE IMMEDIATE ATTENTION OF THE OWNER 8 ARCHITECT PRIOR TO EXECUTING. Reactive enetratin sealers 350 d. The raceway termination location shall be permanently and vislFly marked as"EV CAPABLE" b. Moisture readings shall be taken al a point 2 feel(610 mm)to 4(eel(1218 mm)from fha grade Fibe lass 80 Rec clad coatln s 250 18. HVAC system installers shall be trained and certified or work under direct supervision of trained and n.ERRORS AND OMISSIONS: stamped end of each piece to be verified. 1 Ncnaso.,.eu�aedIOWo diwmiwwaxawlooamonte Ww YaWitt,.hreMalvoc ilsimli .ali,wml. RecycldC s 50 certified installers in the proper Installation of HVAC systems. (702.1) c. AI least three random moisture readings shall be performed on wall antl floor framing wllh 2For eddem,.l a d.,matmn.es.m„v rnoi a 1.n., .Voc mm.•x.am+•ad,n lava,I.R. h Coco a,ouwuv MaMaya,l omda Roy Ilse ERRORS OR OMISSIONS W HICH APPEAR ON THE DRAW INGS,IN SPECIFICATIONS OR OTHER CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT BY THE CONTRACTOR 1 h r i n f I Rust preventative coat) S 250 19. HVAC spacial inspectors must be qualified and able to demonstrate competence in the discipline Ihay AND TO THE CONTRACTOR BY THE SUB-CONTRACTOR IN W RITING. IN EVENT OF FAILURE OF SUB-CONTRACTOR TO GIVE SUCH WRITTEN NOTIFICATION BEFORE CONSTRUCTION OR FABRICATIONS OF THE WORK, documental on acceptable tote enfo C ng age cy p ovlded al the time of approval to enc ose the SEALANT VOC LIMB Shellacs are inspecting. (702.2) HE W ILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY SUCH ERRORS OR OMISSIONS AND THE COSTS OF RECTIFYING SAME.HOW EVER,DRAW INGS AND SPECIFICATIONS ARE COMPLEMENTARY AND WORK wall and floor framing. Less Water and Less Exem Com ounds in Grams er LHer Clear 730 CALLED FOR ON ONE AND NOT THE OTHER SHALL BE PROVIDED AS THOUGH FULLY SET FORTH IN BOTH. 9 Aerosol ainls and coalin s shall meet the Product-wei hted MIR Limits for ROC In Section 0 a ue 550 P 9 g SEALANTS VOC LIMIT Documentations 18.BARRICADES: 94522(a)(2)and other toxic requirements in Sections 94522(e)(1)and(f)(1)of the California Code of Architectural 250 S ciat rimers sealers antl underooatere 100 Regulations,Title 17.commencing with Section 94520. (4.5042.3) Marine deck 760 Stains 250 20. An operation and maintenance manual,CD,web-based reference or other approved media shall be CONTRACTOR SHALL ERECT AND PROPERLY MAINTAIN AT ALL TIMES AS REQUIRED BY CONDITIONS AND PROGRESS OF THE WORK,ALL NECESSARY PROTECTIVE BARRICADES,FENCES AND OTHER SAFEGUARDS Stone Oonsolidanis 450 provided by the builder to the building occupant or Owner at the final inspection. It shall include DOCU M ENT VALID U PO N 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. 10. Carpet and Carpel systems shall be Compliant with of the following (4.504.3): Roadway a soot 300 operation and maintenance instruction of the equipment and appliances. (4.410.1) Roatlwa 250 Swimmi of coati 5 340 a. Carpet antl Rug Institute's Green label Plus Program. Sin le- I roof membrane 450 p rty p Y 1s.TEMPQRARY BRACING: Treftic marlin coatln s 100 21. Documentation shall be rovided to ve that finish materials used com I with VOC limds as sal b. California De admen!of Pubik Health S ecification 01350. P P Other 420 Tub and lite refinish coalin 5 420 tomb in Tables 4.504.1,4.504.2,8 4.504.3. (4.504.2.4) COMP TIMES DURING CONSTRUCTION ACTIVITIES OR ERECTION OF PROJECTOR ITS COMPONENT PARTS,PRIOR TO COMPLETION IG THE STRUCTURAL FRAME OR REPLAY BRACIN O PERNIA ATE CONNECTION OF c. NSFIANSI 140 al the Gold level. SEALANT PRIMERS Wate cootie membranes 250 COMPONENT MEMBERS TO THE STRUCTURAL FRAME,SUB-CONTRACTORS SHALL PROVIDE,INSTALL AND MAINTAIN PROPERLY DESIGNED AND CONSTRUCTED TEMPORARY BRACING OF ADEQUATE STRENGTH TO 22. DOCum@elation Shall be pfOvid¢d 10 verify that composite wood Vroducls used comply wish 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 d. Scienithc Certifications Systems Indoor Advantage''"Gold Architectural Wood coalin s 275 formaldehyde limits as set forth in Tables 4,504.5. (4.504.5.1) W IND AND EARTHQUAKE FORCES W ITHOUT ADDITIONAL COST TO OWNER. CONTRACTOR AND HIS SUB-CONTRACTORS SHALL,AT THEIR EXPENSE,REPLACE OR REPAIR,AS DIRECTED,DAMAGED PORTIONS OF Nonporous 250 Wootl reservatives 350 THEIR WORK OR COMPONENT PARTS. 11. Minimum 80%Of floor area receiving resilient flooring Shall Comply with one Of the following(4.504.4): Porous 775 Zinc-rich rimers 340 23. Documentation which shows Compliance with CAL Green Code including construction documents, 20.TOXIC SUBSTANCES REMOVAL: a. VOC Emission limits defined In the Collaborative for High Performance Schools (CHIPS) High Modified bituminous 500 I c, &Vocd.rixaracoaono md.,dg, aln.ad ud�noeremolwmoaeads plans. specifications. builder or installer certification,and inspection reports and verification shall be Performance Product Database. Marine deck 760 a The 'awi,..te,aman,n.n.ctun,a,aroa,sad.,inn,.,I,ilm,"wo,,umnrown,n,,,,m.,ada available at the final Inspection. (703.1) 3 Val.,MtMlanlee.d ,,Oa md.e.W.I✓Atrwa CW,d,i.An R.wm ,8oa,d A.rm,rtuMIC.01 a 8uegv CMUNe wro 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 b. Products Certified under UL GREENGUARD Gold. Other 750 Ferva",.Mos wxemrdm l..n....,„N.U.the A,r Readdms edam 24. CAL Green Documentation Compliance Certfication form (City form)is required to be submitted to MATERIALS OR SUBSTANCES AS REQUIRED BY THE STATE OF CALIFORNIA INCLUDING BUT NOT LIMITED TO ASBESTOS,LEAD PAINTS,MOLD,ETC. REMOVAL AND DISPOSAL SHALL FOLLOW STATE MANDATED C. Certifietl under the Resillenl FIDOf Covering Institute(REGI)FIOorSCofe program, the Building Inspector prior to final building inspection. (Sectors 703.1) METHODS,PROCEDURES,DOCUMENTATION AND APPLICATION REQUIREMENTS. d. California Department of Public Health Specification 01350, 21. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ENGINEER W HOSE SIGNATURE APPEARS HERON. 22. NO FRAMING OF ANY TYPE TO BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. ORIGINAL SIGNATURE 23. REFERENCES TO ANY DETAIL OR DRAW INGS IS FOR CONVENIENCE ONLY AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAIL OR DRAW INGS. .AwViEWEOOIALaAhG.,nwaa.vd.r.x , 1,r.ecm Canl,.IkRW.a(NnAI eco u 10.,w„ge„aa... 0111.1! 2 a.eLWwanM714ala we dlmoMI, 3 WIMWVkc%00`114 c`Lv' .,Maw.,Wwm.e. od,andv 4 a,aeN.EMNIm cNGMMa h,o.v.Ma .� hv,a:,nz 5 24. USE 2x6 MINIMUM STUDS FOR PLUMBING WALLS 0 2� w m 0 c m D o c X 0 0 m 25. MAXIMUM FLOW RATE STANDARDS SET BY THE CURRENT CALIFORNIA GREEN CODE-G.C.TO VERIFY PRIOR TO PURCHASE AND INSTAL.OF ANY FIXTURES. W o 0 c Z c CAL GREEN - RESIDENTIAL MANDATORY MEASURES 2 � 2 °_" 26. EXTERIOR DECKS,BALCONIES,AND STAIRWAYS SEALED UNDERNEATH SHALL 8E WATERPROOFED-ARCH.TO APPY.METHOD OF WATERPROOFING-G.C.TO SUBMIT SPECIFICATIONS. m a E QZQ m'c m d o 27. SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOW ING: O s m�K r m-2•d ' FOUNDATION INSPECTION BY SOILS ENGINEER PRIOR TO CONCRETE POUR AND: z a 3 Qin w d 0 n t ' PER SOILS REPORT:OVER EXCAVATION,RECOMPACTION,FOOTING DEPTH,UTILITY TRENCH BACK FILL o T ora 0 m a RETAINING WALL BACK FILL,PRE SATURATION OF SLAB AREAS,EXTERIOR FLAT WORK AREAS. J y m 0- E T ' ALL TO BE ADDRESSED IN A REPORT PRESENTED TO BUILDING DEPT.PRIOR TO FINAL .c c C)0 T o d m ALL FIELD WELDING OF STRUCTURAL STEEL Q O W m r c a ' INSTALLATION OF ALL HIGH STRENGTH BOLTS !V y) _- o y� 0 `0 " CERTIFICATION OF WELD,&BOLTING TO BE GIVEN TO BUILDING DEPARTMENT PRIOR TO FRAMING INSPECTION. Q• O.-U ro aro w d1 9 W -D_' ,n Me °'2U 28. N1AX.TEMP.OF 720"TO BE APPROVED BV THE USE OF PRESSURE BALANCE OR THERMOSTATIC MIXING VALVES TYP.Q SHOW ERS&TUBS. ~ `0¢ r m a v0i'ii- 29. MAINTENANCE INFORMATION: / � W t 0 a-O M-0,9 LJ =.OZ o caxisW <�Z � ammd= THE BUILDER SHALL PROVIDE TO THE BUILDING OW NER AT OCCUPANCY MAINTENANCE INFORMATION FOR ALL FEATURES,MATERIALS,COMPONENTS,AND MANUFACTURED INFORMATION FOR ALL FEATURES, LU Z Q m M d, c ox MATERIALS,COMPONENTS AND MANUFACTURED DEVICES THAT REQUIRE ROUTINE MAINTENANCE FOR EFFICIENT OPERATION. REQUIRED ROUTINE MAINTENANCE ACTIONS SHALL BE CLEARLY STATED AND O d K > o,d 0 uwx t 0 d m a.c t a d INCORPORATED ON A READILY ACCESSIBLE LABEL. THE LABEL MAY BE LIMITED TO IDENTIFYING BY TITLE AND/OR PUBLICATION NUMBER THE OPERATION AND MAINTENANCE MANUAL FOR THAT PARTICULAR t- Me MODEL AND TYPE OF FEATURE,MATERIAL,COMPONENT,OR MANUFACTURED DEVICE. Z U`0 'm- a N E `,n r"ry. ry,i ng 7 P ptacle dma8. (CEC <.0 o d u m-a t m a On each additional sin educt hasemenk and fabileble Mics. FlREPLACE: PLUMBIN(l: ELECTR�AL: a4. Lound zooms mtat haw et least one dedicated 20 em row CITY OF NEWPORT BEACH d. Not less than 3 feet horizontal! from the door oro ni of a bathroom that O(11 3_ 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 ACERTIFICATE - CONSTRUCTION: 210.11 C Z . m c,w E +a Y Pe n9 18. Nlfireplaces: 27. Plumbing FLxNres: M. ElecBkal cervica to its urderprountl Mr claw cemtrlw8on, repMcemint buildirg, or v m 0 m m Me O o U_ m SIGNED BY THE INSTALLER STATING THAT THE INSTALLATION S CONSISTE T W ITH THE PLANS AND SPECIFICATIO S FOR W HICH THE BUILDING PERMIT WAS ISSUED.THE CERTIFICATE SHALL ALSO STATE THE / � `o N m N N - COMMUNITY DBYEI.OPM6NT DEPARTMENT 8. Pedestrian atecton acentto u6lbwa M he as falkrws: romaine a bathob er ehovvor, addition to an ndsNn Mild' exceeds rceM of tlhe rocs Moor area et tlhe 85. Provide 120y race de witin 3 feet d rater healer. Cal Erre Code 150.0 n 1 A U N c MANUFACTURER'S NAME AND MATERIAL IDENTIFICATION,THE INSTALLED R-VALUE,AND IN APPLICATIONS OF LOOSE FILL INSULATION THE MINIMUM INSTALLED W EIGHT PER SQUARE FOOT CONSISTENT W ITH THE --''•ward P D y e. Facto bun fad s,eNein s antl ell fi lisle d anufac shall be listed end e. New e.or sk s(C & reen 4.N33.1): m tat FOreasw condition s eta arae, buildin . BIIAC 15.32.01 �) g [ gY O ) r n O v O n dei d s. A minimum of 20 Mol horizortall item a rmane nstaled could o Y nY Do dI' rip elddng 40'1 5) r c 0 � MANUFACTURER'S LABELED INSTALLED DESIGN DENSITY FOR THE DESIRED R-VALUE. �. Installed in ecmltlana with thele 6tl antl m8nuledurars iratalatbn wlume ors® IGroan 4. 3.1: m .-�.. a 1N Civic Cerix PNeIP.Qea1iceim NePgIt aoh,CA92668d99b PROTlLnomoFPMESTRMNS appNmce. inffiumore. CRC R1004.1 'g ) 45. Edison Co a roval'a grad for minx loatlan or to instaYBon. FOUNDATION: o o m m E c'c e � (941p 6443260 ( ) i. ComPhwith CJd.Qeen Mandatory Requtrements "4a"y W •aW Pri Q e t o m 3 d w 31. ON PROJECTS W ITH EXCAVATIONS THAT W ILL BE LOW ER THAN ADJOINING PROPERTIES,30 DAY NOTICE IS LEGALLY REQUIRED BV THE OW NERS 8 CONTRACTORS TO THE ADJOINING PROPERTY OW NERS NlalrOF 71Pl OF P�iBitCN i. Smoke alarms shall be herdn(rd with batery heck-up and irterconrecled unless 66. Wasp meatl for aNmo et the Tantletbn plabi IFa shall ba a rtadrnm d 4 inches a m, 0 ,n w£ T OUTSIDE THE SETBACK AREA. cdNslROgdN pafANCE FROM RxaIRVCIIONTOLOf IINE RtaAlie b. Factory built place bumim base a shall sl qualified I the U.B. EPAth 46. Field irepactors M review and ap(xow underground ser/ia regWrem@M pmlaf M N a1 w c exempbid in acrosodnw vrth CRC R914.4& R314.5 ar CBC 9072.11.5 8 b. Aodtlhen e Atarotion: Elating fuWron atoll hs roplecetl to inset the fdlmvilg 0 al w o-o a?.--a RESTIIENTiAL LawIM5lwt taaauaos ref Voluntary Fkeplece Program Phaco 2 emiaefom loyal and be F aaerdance vxlh concrete went above the earth or Z inches above paved areas. (CRC R70372.1.CBC 2512.1.E � 5 m m m- c� 907.1.71.& requiromMsis: D c .c3 32. DISTANCE FROM THE FACE OF FOUNDATION TO PROPERTY LINE TO BE ZONING SETBACK PLUS W ALL FINISH THICKNESS. area ale® assume" line the Cetiofnla Green BUkinp SMdartls Gude,Chapte(4,ant OMaMO 4.5. 67. Faslenro and connrlvrs toile,enrllor boas,nth.)in anbid with psmarwew-metd m c m o y'al Z w c CONSTRUGITON MINIMUM REQUIREMENTS A. Carbon monoxide alarte shall be irslalled in the following Ixations(CRC R315.3): a Decorative shrouds shall not be installed it the tenAnation of factory-bull i. Shower Hada: 2A gpm X80 poi 47. Barvis equiprr.zd and subpanel ax haw a min 30°ride by 36" deep dear vmrk ,mod shop be of hot-dipped znoeaded gaMnized steel,stainless steel,si(mn bronze < '0 10 x 12 a-o o E Iaedar5fed eePozeddreeelwlaa ii, Lavato Faucets: 7.2 m 6D i space.(GEC 11028) /�h/ 1 d m F 33. ROOMS CONTAINING BATHTUBS,SHOW ERS,SPAS AND SIMILAR FIXTURES SHALL BE PROVIDED W ITH ON EXHAUST FAN W ITH A MINIMUM CAPACITY OF 50 CFM.DUCTLESS FANS ARE UNACCEPTABLE.CBC 8nadam m,ha,xoatlatm.ro,mne amamtn aenedmol a. WlakM ofnrh Slee ' area in the itrrediafa vice dthe hedro s. chimneys except where Ouch shrouds are listed and labeled for use with the ry 9P Q� PB or mppar. (CRC R3173,CBC 230410.5.1) Q. 0 K'g 5 3 0 pnB aY ern() do d N- m.- 1203.4.3.2.1,CMC T-4-4 Applicable : 2016C: 2Mi Callu m i Reeld e( Code(CRC);2016 i alNomia al Code s eaib Mcle bait chino tem ad are im6.11ed in aaurdance wih IIL Klldhm Pouala: 1.8 60 d 49. All I hth Is iced o be hi h nth Cetlomm ane mde section 150. and w ,-,r m 0 0 0 Code (CBC); 2016 Celimmia Piumdng Code (CPC); 2011 California Eledricel Cde xaeaenerrn com amaa maeleea,ono-baM ed e.l.na.laar4d b. Cn ewrylewl of the dellilg lnNindding basements. manufacturer'shishlfarlon helruNons.(CRCR10D52&CMC8M.5.2.4) �� u Table 1500-' g ( (� 88. raj hornboyj shale l r^d rNti�CRC RB02.711 CBC 2308.322M,m Sbk3altemalE w E M r o~ ~ N 34. SAFETY GLAZING SHALL BE PROVIDED AT THE FOLLOW ING HAZARDOUS LOCATIONS:CBC 2406.3 rntsm,am ern iv. VJahrCbsaf: 128 Ibn rflluh ) 073 > > (GEC); 2016 Califomla Mechanical Cade (CMC); 2016 8uidinp Energy Elfrcierscy SMamaa meaaatli dwlwviheh Nemaudm Nae n a fueHbvnnp appbance b located v4thF a bedroom or R aBached N ( Po o n1 ° o w o w m A.SWINGING AND SLIDING DOORS Standards (SEES); 2016 California Green Gilding Standards Code (Cal Oman); & bathroom,a Carbon monoxide alarm shall be installed within the bedmom. 17. Sold fuel burning fireplaces: 26. Clsrerice for water closet o be a midmien of 24 inches in front,and l5 inches from its Pravdeafsid one imh recevwyfo amommodaheeded®td 20B@4b-wLtsclil Cor SDPWS 4.S.6.4.� L -0 map W 2 �W 0 B.W HEN LOCATED W ITHIN 60-INCHES OF THE FLOOR SURFACE IN TUBS,SHOW ERS,SUANAS,OR STEAM ROOMS. Cts er 15 of the Naw A Beach Munkl I Coda BMG c¢ntero a dd¢Voll x ebstnei;on. CPC 402 forum obctricai vdlids(EV7 Charger.(Cal Groan 4.106.4) w a E'_ a=o C.W ITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF DOORS AND W ITHIN fi0-INCHES OF WALKING SURFACE. ) Carbon momlde alerrte shsl he herMird with hatery heck-up and Fbirmnndd a. Provide a penanedy anchomd gaaea113 fuel hvminp ren M the finehox of a nY ( -5) LIJ g. N exterior lath ant*sten shall have tip layers of Grade 0 paper over wood b96e wild fuel bumf ore law. 50. All few de outlet:are ro uimd bi he listed tarn rreaibint CEC 406.12 and 2509 m c "aU 9 U 0 D.W HERE GLAZING AREA IS MORE THAN 9 SQ.FT.IN AREA,W ITH A BOTTOM EDGE LESS THAN 18-INCHES ABOVE THE FLOOR AND TOP EDGE MORE THAN 36-INCHES ABOVE FLOOR. Mllass axemptd h acoord¢nce wBm CRC R315. ^9 P T9. Tfe ruler healer homer o be at Mast 18 nchas above the pelage floor,i lowied in a Pth q P° ( (F} r - m 0 K 0;-K m E.ADJACENT TO STAIRWAYS,LANDINGS AND RAMPS W ITHIN 36-INCHES HORIZONTALLY OF WALKING SURFACE AND W ITHIN 60-INCHES ABOVE WALKING SURCFACE. GENERAL: sheathing.(CRC R703.75.CBC 2510.♦Q b. Soltl Mel burn) Ore law mud m wth the Calrxda 61x Sfentlertls v F- 2 do oe m$ir o F.ADJACENT TO STAIRWAYS W ITHIN 60-INCHES HORIZONTALLY OF BOTTOM TREAD OF STAIRWAY AND EXPOSED SURFACE IS W ITHIN 60-INCH ABOVE NOSE OF TREAD. 15. NI feneatratons on widows,and doors shall have U-fac4ore(0.32 max)ad Soler Heat su P n4y 9Y game.(CPC 507.19) 51. amp branch type s.Ex mpt fo bardwo am mages, rid all 120 .(Bogle phase 1620 10. Wall cewdng of shovrers or tubs with showers shall be of cement plaster, tib, or mandatory rteeswes. am branch Braila.Exw fa bathrooms, ora sand outdoors. CEC 210.1 1. Residamial bWlding undargdig parmMad altaratioma,additions or improwmanie shall Gan Cadficlon(SHGP-0.32 max)valine in aceordanca with T-2d energy abulatona. 30. Insbill a 3 arch dartaW try 3 t.Tal Baal pi{e am6ddsd in mnl:abi slab for protection P Pt 9 ga � ( � 35. CLEARANCE FOR WATER CLOSET TO BEAMINIMUMOF24-INCHES IN FRONT AND I5-INCHES FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION.CPC 407.5 replace rmncompllanl plumbing Othns with vaber-mnseMrig plumbing mlums approvedegal,toaheightofnotlowthan72inchesshowCahlFletBaddngforfile A(Ifenestrationsmusthavetenpararyadpermanentlabels. 0. Chlmna'fshallextendatleast2ft.hgherthananypardonofthebuildingwithin of water healerslocatdIngarage.(CPO507.13.1) 52. At a mninum, one dedicated M amp dnxti is required fx a bathroom. (CEC REVISIONS shall be woman board or cement plaster.(CRC R3M.2,CBC 1210.2.3) 10 R,but Ball not be less than 3 ft.above the highest point whore the chimney 31. Vyater hmMrs o ba strapped a[op ad Nolan wih 1 R x 18 gauge strap vrith 3x6' meetnp the requtenerra of 2018 Celtomla Green 0ulklirg SMnders Code, Secmn , . 210.11(0)(3)) NO. REVISION DATE 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. 4303. Plumbing fkbso replacement Is required prior Eo 'Issuance of a cerlhato of 11. Safety glazing shall be provided at tha fdbwing hazardous babom:(CRC R305A, TEMPORARY GENERATOR: passes through the roof. (CRC RI OD3,9} tlMmeter.X3'lag botedch end.(CPC 507.2) 59. GFCI protection 6 rogdrd Mr all rewpode ohdea bcaod audare, geregea, CPC 411.7 occupancy or goal Inspection by the Chief Building Official. (CMI Code,Section 1101.1 GBC 2408.4) d. Liquid haled fireplaces are not allowed for imdor use. 16. Had opereted oa Edisont Mob powxd by pole or a met use power a car c tri amesbe buildF e[seq.,N&aiC 15.17.010) 32. ABS and PVC 0).W vmde ad com piping rtmmrlal is limbitl fo Z cforiac rtaxirrum ry ld bathrooms, crew! spaces, u within Mundy ares, andlall 37. WALL COVERINGS OR SHOWERS OR TUBS WITH SHOW ERS SHALL BE OF CEMENT PLASTER,TILE,OR APPROVED EQUAL,TOA HEIGHT OF NOT LESSTHAN 70-INCHES ABOVE DRAIN INLET.PROVIDE CEMENT a. Swirgimg,Ix4otl,andeidng deora Southern Cahfomie F-daanthraupha Mmpolary pole orawilaNe outlet. In the mre Casa 18. Oiled vardges applanw Srapiaw: [CpC 7012{2)(a) antl9W 11} Oahwwahar OmnOh caclil,gemega disposal,Ell eines wih{n 8tect ofasink,ad el BOARD OR CEMENT PLASTER BACKING FOR TILE.CBC 1210.3 2. Isswnm of a butang pemrl by the City of Newport Beach does ChM allow apprants or b. Whao located wthin 60 inches above the floor of wet surfaces wen as tuba, whom eMamdty le Iwt modify avalable ad a portable temporary generator Is a Direct vent sededcordxldien gas appliance Frustum roust comply will the Cel receptacles within 6 feet of a bathtub or shower stall. (CEC 210.8) the legal requirements M she"cowNema,andBas ad restrietlons whtah nay be showers,saunas,steam rooms,or outdoor PMmmng Dual. necessary,then the following restrictions must be adterd to: Green coder uirements ad must m ABS and PIC root ad deck dein mateiel is limed la 2 stories madmlm. (CPC eq reply Irdh ANSI 72750. (CEI Qeen 54. Reoepteale oWteb aro oat ebwed wasin x owe a betHvb or ahowx ate!.[CEC 4W.9 38. MIN.5/8"TYPE'X'MOISTURE RESISTANT GYPSUM WALL BOARD IN ALL BATHROOMS AND KITCHENS assordd agdren the propady or fo orany posse.You should zed by your mrmaxniy a. Must be portable ad may be esolif rel ald. 4.503.1) 1701'4} 0) asbecations priorM al'mancemealtatarry canstmdon arahor¢ed by lhn pertmt. a Glazhq edpwnt to doors: 39. EXTERIOR LATH AND PLASTER:PROVIDE TWO LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING.CBC 2510.6 I. Wthi1 a 24 Inch am of Bihor wmcal edge of dare and within 80 Inch" b. Temporary generators ere o be located a rnimmum date=gem any property 34. Roof antl deck sae systems Inside the buldng aro rqutrd to be Installed with 55 6Wlpanel9 are not allowed o be located in bethrootra or clothes Causes.(CEG 24024 3 Priv o Phan th ng any work in the city nt. way en enaachment permit mint be of welding surface. line according to the following bible: MECHANICAL: daeet real 0WV drainage fdtilgs.(CPC 1101.4 and&706.0) 40. THE WATER HEATER BURNER TO BEAT LEAST 18-INCHES ABOVE THE GARAGE FLOOR,IF LOCATED IN A GARAGE.CPC 508.14 obtained hall the Pubik:Nloit(s Deparenant. Cli and(E). ii. W1Rre tle gldzing b on a wet perpendaMr to the plane ofthe Barin a 19. Rooms mdamlrg betmubs,sharwre,spas antl slmxlbmures shell ba praldd wlh m 35, Cranoute am requlretl wtNn 2 feet of the cennealon detx¢en tfa Imelbrrootantl deck 4 A dbi survey by a Ibensed surveyor shat be mlund prior to foundation anueta pour. closed position and within 24 inches of the hinge side of an nswnging Time in Use Required Required Setback exhaust fm with humid) control member havin a midmum ca be Of 50 CFM ducted drain 1 s tem,antl this anetor omite storm drains m. CPC 1101.13 5fi. Ctreuibi sharig a pr0ureted cantlatm[neWreQ vdlh Me unOmundd @oQ catluctore 47. PROVIDE A 3-INCH DIAMETER BV 3-FOOT TALL STEEL PIPE EMBEDDED IN CONCRETE SLAB FOR PROTECTION OF WATER HEATERS IN GARAGE.CPC 508.14 ry 9 P N D dre y9 YsM ( } Setback from horn Adjacent M termireM oubide the boldo CRC R9039,Cal Qeen 4.506.1,CHG 1209.52.7, mid las s two pole drcuit breaker or an idemi'ied handl.tis.{CEC 210.40)Group door. Hours A 5. Cramps cellirg haghL The minimm unobstructed vediCal deaunce Mr padlg spaces Pro art Line Structures CMC 402 5) 38. AI hose NbOs are o haw waum bmkera(CPC 603.5.7} non�ble dreu6 in pared(CEC 110.4(Dj) 42. WATER HEATERS TO BE STRAPPED AT TOP AND BOTTOM WITH 7-7/2°X i6GAUGE STRAP WITH 3/6"DIA.X3"LAG BOLT EACH IND.CPC W8.2 shal be sewn fad, except that the front four Met may have a minimum venial d. Where glazing area is more than 9 sq.ft.n area,war the bottom edge Mss than 0-1 low 5to 37. The maximum amcuntof watercbssts on a 3{rwh hor¢ortal drab clearence dfar Met (NEMC 20.40.090 A I 18 Inches mom the floor,top edge mare Ban 36 Mehes aba ni f oar,ad wMln A 1 da 20kd 5 2D. Where vubir closet mm artrcend Is Independent of the bathroom x shawer area,a fen age aydem line ie 3. 57, The receptacle e a mutt sena kkd 2 a plpr Mps,d{EC room, (8(1) area,ad 43. DRYER: 38 Inches of a walking surface,me cured horimmaly. will be required n each area.Bathroom shat haw an exhaust fan with hurtvdty control (�Teti®703'2) panhy,must have a min d 2 ddiCabad 20 amp ctrcLiN.(CEC 27052(Bxij THECLOENT TERMINA ION MUST B NOT EXCEED FROM TIN OVER ALL THEE ILDI 504.3.2 6. Utinwhs rdDmtyeglpron and d hDbOr ro R(Cal omali1, emldmund85%d DRYER VENT TERMINATION MUST BE3 FT.CLEAR FROM OPENINGS INTO THE BUILDING(DOORS AND OPERABLE WINDOWS).CMC 504.5 Menmhezanble caetrmlbn ad r4moionwaela. (Cd Green4.40B.1,4.408.3) e. Glexixg where ale bolom exposd dosdthe glazinOlelsaa than 3G inchas c tiho minirum d'slance annet be achieved,thenthe genereorshal be bald cereor,inn.60CFM opacity.(GRC R3IX1.3.} 38. TM nzimun emoted of velar docetc ona3inch wsgal dranage cyCam lino la4. 56. Kihchanausbirtops l2 itchasarvatlermnnt hawarecapbicleautlet(CEC 21 D.52(C)} PROVIDE A MIN.100 SQAN.OPENING IN THE DRYER DOOR.CMC.504.3.2 above the plan of tle adjacent welling surface or stairways,landings beMaen the meet extreme distance pradal o inhibit nclao. Other=the&o inhi at 21. Where whole house fans are used In bathroom areas,the fan must inn continuou9 and (CPC Table 7D3.2) fights Wstalrs and amps. mine ra y 5B. roohan counter hes met have reads.(C outlets 2 ra pant sloop the muMer coals b 7. Siai,nyc scall int M lase Than%Fehw door width. (CRC 311.7.1) Tho midmum Y k uBaed when prectal. shell int be ikd ro a humidiryanfrol sensor.(Cel Green 4.506.1) �. Prowtle gas Ina with a do aapaaxy of ZOOAW btu ter wator boater.(GEI Energy Code mom Wn 24 inches horn a mcepude.(CEC 210.52(C)) 44. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOW ING LOCATIONS(R314.3): head claarence shall be 6°-8'a wmd whitely from to slope Ilne adldnllg haw f. Glazi g adjacent to the Mndbq at the bosom of a smirmy whom the glazig Is d. May be operational for a maximum of five consecutive aledar days Mer five 150.0(n)) H0. Isbnd and nlnwlx au r o must few at Iasi one rata le A.IN EACH SLEEPING ROOM. nosing.[CRC 311.7.2) leas then 35 Fdem above the landing end within 60 index horizontally of tle canSe03tNa elector da of use, 22 The debate dryer cont shall not exceed 14 ft.In overall kargen wit raxlnm hyo 90 B.OUTSIDE EACH SEPERATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS ys power shal be provided through the Tae of a degree elbows.(CMC 504.42.7) 40. PNvifk a andEneate drein ria mare then 2 nahaS abaw the 64Me of the water heater bottom tread. tengaxary power pole. (CEC 210.52(L7(7),(2),ad(3)) C.ON EVERY LEVEL W DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. apace.(Cal Energy Coda 150.0(n)} SMOKE ALARMS SHALL BE HAROW IRED W ITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE W ITH SECTIONS R314.4&R314.5 g. Glezig in gtards and amps. a. Usage la Ilnad to wwktleys behwan Iia hours from 8:W AM ad 3:30 PM 29. EOYIrOhmanbJ air duds shall tertnlao inn.3 fat Irom DroDany Ina or opeNnps Inb 81. The spadrg for general roceplede oWets m1a1 he bwbid so That re odd on any wall, 12. A2 doors from the house train the pool male shall be equipped wth an approved elan or Monday through Friday. No use on the weekends or Mdxal holidays. building,ed 10 feet from a forced air Intel. (CMC 502.2.1) 41. Provide a straight veil pipe from the water ha.Mr space o the outside Mmtratbn from }tied gess,or cablmis B over B hat from a receptade oultet(CEC 210.52(A)) 45. CARBON MONOXIDE ALARMS SHALL BE INSTALLED IN THE FOLLOW ING LOCATIONS( OOM(): an a edaaxMe drown' romotion ser facture. BC 3109.4.4.2 24. Mechamcel equipment shell be Installed par the numuract umt lnsWileftn Instructions. the waterheateram". (Cal EnlgyCode I50.1)(n)) A.OUTSIDE OF EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS) PPS nB P eLY (C ) MC 3Qf.1 B2. HalNays 10 foM or mote mid haw et least are receprede outs[(GEC 21052(H)) B.ON EVERY LEVEL OFTHE DWELLING UNIT INCLUDING BASEMENTS. 13. Smoke alarms shall be Insisted in the folowng I atbm (CRC R314.3. CBC ) 42. Insulate all hd water pipes.(Cel Energy Code 150.0(t(2),end CPC 809.11). 63. Garages shall haw at bbet one recefewle for each car sped an the Interior. The CARBON MONOXIDE ALARMS SHALL BE HARDW IRED W ITH BATTERY BACK-UP AND INTERCONNECTED UNLESS EXEMPTED IN ACCORDANCE W ITH SECTIONS R314.4&R314.5 907.2.112,8072.11.3&907.2.11.4): 25. Domestic range veins o be smooth moans iaerlm sielaw.(CMC 504.3) branch ended slgxptyng the receptacles shall mt sem outlets outside d the ganga. o. In each seeping ram. 26. Supply and return air duds to be Insulded mt a mnknum et R-6.(Cal Energy Code d3. I th hon blabs are requlretl lar binaess voter hashers er the hon end aide 110. I M) (CEC 21DM(0)(1) JOB N O. 46. ALL RECEPTACLE OUTLETS IN BATHROOMS,ABOVE KITCHEN COUNTERTOP,CRAWL SPACES,GARAGE,ROOFTOPS,OUTDOOR OUTLETS,W ITHIN 6-FEET OF W ET BAR SINK/LAUNDRY SINK TO BE PROTECTED BY with hose b166a a eedh wNe,to(lush the heel s]fchafger.(Cel Energy Cain 110.3(T)) 409-20"I 7 GROUND FAULT CIRCUIT INTERRUPTER(GFCI)CEC 210.8 b. Outside each saparode slwpng er®in the immedebi uiddty ofihe Mdroosn. Table 150.1-A.) 47. ALL 120V SINGLE PHASE,15 AND 20 AMP OUTLETS(RECEPTACLES,LIGHTING,SMOKE DETECTORS,ETC.)TO BE PROTECTED BY COMBINATION TYPE ARC-FAULT CIRCUIT INTERRUPTER(AFCI)CEC 210.12 DATE m,smmayasnww,ia�r..Aivrw,,.a�azPWmn 1 mmmw,wsnnu�moee.m.n,r,.ayoYWmv 2 zn,sin,torte"enu,�ia,.r,b,am...,a..mmymv 3 samne,gau[mutnm,w,ww.,,tagayury'er 4 mmum�Vaiamur�.o m°r,,,iu.�wxprxav 5 1msm,uwr®usalwnweie.M1aaunay m/y�L+x 6 xmsr u.graaarc�..,,ct.um,,.,,,ydyiymn 7 4/05/201 7 48. ELECTRICAL SERVICE TO BE UNDERGROUND FOR NEW CONSTRUCTION OR ADDITIONS>50%.NBMC 12.32.015 49. INSPECTOR TO REVIEW AND APPROVE UNDERGROUND ELEC.SERVICE PRIOR TO CONCRETE PLACEMENT. SHEET N O. 50. EDISON 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 W ITH THE CONDITIONS OF THE LISTING T 1 ■ 1 52. FIREPLACE:DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY-BUILT CHIMNEY SYSTEMS AND ARE INSTALLED IN ACCORDANCE W ITH MANUFACTURER'S INSTALLATION INSTRUCTIONS R1005ANG.CMC(802.5.2.4) GENERAL NOTES 5 RESIDENTIAL CONSTRUCTION MINIMUM REQUIREMENTS 3 i27 PROJECT NAME GUNDERSON RESIDENCE \ STATUS \ \ 1ST CHECK \ \ Cn E N \ < O N U OJ U � � U \ Lu 1 N N N � / O 46CROACHMENT PERMIT !1T \ EN REQ'D. OR ANY WORK n \ 1 EXISTING STRUCTURE - NOT A PART \ / / \� 1 / PROPOSED IN THE PUBLIC < 3 \ \ \ 2 i �1 R.O.W. 7 ? 3 I \ L \ 16 // \ \\ � m — \ / 11'-6114" c' a 3' N36°01 '59"E 91 .03' 12.95'T.W. 10.08,T.W. \ i � NOTE:COLD WATER ONLY PER UPC 304.0- , \ z Q / \ / CUR 1I DRAIN NOT TO CONNECT TO SEW ER — E)69"'' ,3 (E.)6.58' \ LID SYNTHETIC TURF LL \ r 6] ' N , m N 4 LL �_ 11 I- O 'D o LL BENCH SEATING 13I \ v N 23 U GATE in P/O O ER' 2D 19 " SYNTHETIC TURF IIr I N - W N 19 0 �,.� Ci 1'y \ o r / \ 12'-ava^— — — — — - - — — — — — - - - - - - - - - - - - - — — \ 2 '-11/2" \ N - o O \ 12'-63/4 8 18 u LL 20 ,. ` ,. ---- I I %? Sa 19'-5 3/4" I - - � F.O.F. c Tr CUR. TRIASHI I A/ I �� F.O.F. A \ V 1 I I /\ r 1�yse \\ ENCROACHMENT PERMIT �, \ \ '\ _ PANTRY e I \ F REQ'D.FOR ANY WORK \ \ �- 11 PROPOSED IN THE PUBLIC \ � 1a --� � \ I FIRE PIT � � I \\ NOTE:FENCES, HEDGES,WALLS, RETAINING WALLS, GUARDRAILS AND R.O.W. \ ------- \ I I m --� \ HANDRAILS OR ANY COMBINATION THEREOF SHALL NOT EXCEED 42 \ MECH. 2 u m\ C` \ INCHES FROM EXISTING GRADE PRIOR TO CONSTRUCTRUCTION \ \ 7 ELEV. ----- ______= y O \ WITHIN THE REQUIRED FRONT SET BACK. \\ �� \\ o—\ IL -_- GREAT ROOM I 20 + � 22 C9' \ V AV – ----- L —� _ _ A 8.42'T.W. \\ \ 10 SLAB DEPRESSION FOR_EL_E_V. __ ___ --- 20 __ \ Q 20 VERIFY W/.G.C. \ _ 9.00'T.O.S. --- --- 9.00'T.O.S. \ \ \ G z U \ \ \ 15'-23/4" \, 16'-s1/a" r SUP KITCHEN \ G I \\ o C/) z U CLR. \ O \\ ' \15'-041/4" \� 21 2-CAk GARAGE N U 15 UP \ 9.42'T.W. \3 w'1 6.25'T.W. \ U..I LL m &1v®rm 6.39' ♦" (E.)6.39' \ �. \ SLOPE PER CIVIL 16 R @ D'-7 1/4" 20 \\ \\ LL m O N LU \ \ — PWDR. \ 1a'-103/4„ \ \ LU z ,O F.O.F. \ 8.42'T.W. \ Q o UJ N Z� Q' 0 v ILL I \ 5 Se a w \ Lu V �° �\ \ w. - ENTRY 9.00'T.0 s. 8.83' A, 5 \ \ 10 PyVV OV \ — 20 9,00'T.0 S. DINNING \ \ a \ ENCROACHMENT PERMIT REQ'D. QV. 1 19'-5 ale" 8.83' `do \ \ CUR 12 -'I \\7.76'F.S.-I ! I \ FOR ANY WORK PROPOSED IN PUBLIC R.O.W. z \\ \ IllI BAR \11 11 ` 'III 5.90' F.S. \ \ \ 18 t__ 21 0 o LLo 19 I 19 t 0 j - , \: i , 1 \ Lu 21risco LL: 11 °241 LLo 1871 , 6.25'T.W TE - m -v ti I. - ii - LL - m E.)6.39', \ ♦� \ \ 16 N I o O „ m `? p PLANTER (E.)6.39' ( / (V in Vri .I in ii M ii in N \ cn Lu\ 11.67'T.W. 13 ? 10.08'T.W. \ / / / O U \ \ (E.)5.71' OL 1 m 0 12.50'T.W. 13 N36002144"E 91 .03' 12.50'T.W. 1 (E.)8.07' ENCROACHMENT PERMIT \ 9 \ N LL (E.)6.2& 6 (E.)8.11' W \ / REQ'D. FOR ANY WORK —� "' i LL PROPOSED IN THE PUBLIC \ 17 U R.O.W. \\\ \ 17 V92 A �� / Q W � z �- \ 120 2 \ /\ EXISTING STRUCTURE - NOT A PART m \ V 6 \ cy) 10� ci) 0 Lu Lij \ \ z ARCHITECTURAL SITE PLAN 1/4" = 1'-0" l x ' TRUE NORTH PROJECT NORTH DOCUMENT VALID UPON ORIGINAL SIGNATURE a �z � O � ' >` Z .9 Z'O C C O O N A O N O Z 2 2 N RI a J rnm O T d y d N L l0 C m 'L N O N a3¢ moat z O TV) L N 0 a y c ' mhoO O) E >,Ti U c w E cd d F o 0 LL 1pLE am vi�v w �d WZ Iu a voi'o- U m m r o c m m v `m KEYNOTE LEGEND ac a�c `m a .Z �,� „ $ Z Q N - W C N N 1 PROPERTY LINE d m ac 2 FRONT YARD SETBACKJ z B 9 n~ Q - c N O N O w 3 REAR YARD SETBACK Q m ° E 3.oa tS L 4 (E.)WATER METER LOCATION(REF.SURVEY&CIVIL DW GS.) o m H 5 (E.)SIDEWALK-NOT A PART of m E- ooac. �t 6 EXISTING STRUCTURE-NOTA PART L o o ,'e m E 0 `; c c 7 LINE OF ROOF ABOVEr $c S 0 w ME- v 8 TRASH LOCATION-SCREEN FROM STREET AS NEEDED U v d m t 9 CENTERLINE OF ALLEY Wwo M x° t m o o E 10 VEHICLE-MINIMUM PARKING DIMENSIONS ON PLANS m N d x.� 9 t 0 11 DOWNSPOUT-KYNAR FINISH TO MATCH METAL ROOFING,SHAPE AS SEL.(ARCH.TO APPROVE) aci°1 t m d'� ° 0 12 1-1/2"MAX.STEP AT OUTSW ING DOORS R311.3.1 2 2 0 d 13 (N.)PROPERTY LINE WALL-CMU WITH STUCCO FINISH-MAX.6'ABV.N.G.PER C.N.B.-OPEN FENCING ALLOWED U 0 `-°�$�o �w ABV.WALL 9'MAX ABV.N.G.OR 6'ABV.FINISH FLOOR HEIGHT WHICHEVER IS LESS. �I d a'$ u= � o.=„ 14 DEPRESSED SLAB FOR.ELEVATOR-12",COOR.WITH ELEVATOR MFGR.&G.C.,REF.STRUCT.DRAWINGS d 0 .0 aC) 15 H a n a U d STAIRS-MAX.7.75"RISE,MIN.10"RUN,PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 -'o¢ h $Q FOOT CANDLE(CBC 1205.4)REF,DTL.3/AD-1 REVISIONS 16 (E.)GAS METER LOCATION TO BE REMOVED(REF.CIVIL DWGS.) 17 (E.)SEWER C.O.LOCATION TO BE REMOVED(REF.SURVEY&CIVIL DWGS.) NO. REVISION DATE 18 LINE OF SECOND FLOOR ABOVE 19 SIDE YARD SETBACK 20 OUTLINE OF EXISTING STURCTURE TO BE REMOVED 21 PLANTED AREA-COORDINATE WITH LANDSCAPE DESIGNER 22 PROVIDE GAS STUB-OUT FOR EXTERIOR FIRE-PIT PER OWNER 23 MAIN SERVICE PANEL,400 AMP MAX.(MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 24 N. GATE-PER LANDSCAPE DESIGNER MAX.6'HT.ABOVE NATURAL GRADE NOTE: SEE SHEET A-4 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT.WALLS)OR FACE OF STRUCTURE (F.O.S.)TYP. U.N.O. ROUNDED TO THE NEAREST 1/8"-CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. C.N.B. NOTES: 1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT JOB NO. RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, 2016-57 CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY DATE ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED 4/05/2017 BY THIS PERMIT. SHEET NO, 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 AIIIIIIIIIIIIiOmO SHORING AND UNDERPINNING. LANDSCAPE NOTES: 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W. 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE& PLANTING AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. 1� CONSTRUCTION NOTES GRADING * DRAINAGE NOTES • The intent of these drawings is to produce intended • Mold finish grade to a minimum I " to maximum results under recognized standard even if not actually 3" below finish surface unless otherwise noted. shown but is reasonably inferable therefrom. • Hold finish grade to a minimum 3" to maximum • The designer shall not be responsible for part of or G" below top soft retaining walls. any of this project if any changes, additions, revisions, • Hold finish grade to minimum G" below finish or substitutions are made in these drawings or floor elevation. specifications of in the actual construction of this • Slope all planting area toward drains @ I % project without the consent of the designer. minimum. O • Dimensions take prefernce over scaled drawings. • Slope all finish surfaces away from building @ — • Large scale details take preference over small scale I % mimiumum. cn plans or elevations. • All stamped/patterned concrete, brick, tile, or LU • The contractors shall thoroughly verify all conditions, stone paving to drain @ 2% minimum. CZ dimensions, etc. before proceeding with any work. • Slope all drain lines @ -L% minimum. • Contractor shall verify with owner in writing all work • Maximum slope on the mowed turf to be 3: 1 . that is not to be part of this contract. • Grading and/or landscaping contractor shall • All materials � construction to conform to applicable grade all planting/lawn * concrete areas to governing codes � ordinances. drain and shall exercise care in construction of • All construction to be plumb $ true, unless otherwise mounds and Swales so ponding does not occur. noted. Allow for adjoining construction. • Connect all downspouts to drain system as • Masonry units shall be 'A' conforming to A.S.T.M. G90 necessary. $ manufactured in accordance with Concrete Masonry Association standards. z • Grout all cells with steel solid; if retaining grout all Q cells solid. [L • All walls retaining soil are to have waterproof NOTES : LL I polyguard membrane. n STONE TO BE SELECTED DY OWNER Q P/A = PLANTING AREA U z Q WATER FEATURE EQUIPMENT G" I-11GH STONE FIREFIT G.25 FS 8.42 FS 8.75 TOW 9.25 TOW W/ CUT STONE CAP VENEER ALL EXPOSED FACES P/Ao � 0 0 o W/ STONE � m ❑o❑ 0= 0=0=❑o °T°°° SYNTH ETI C TURF O ❑ 0❑D❑ 0❑D❑❑o❑ D❑�OD ❑o Do ❑Do SHOWER ❑0 Do Do 0 6" HIGH STONE WALL (( o❑O TRASH Elu= O �J I II II I ❑T EnEEF1 ��\��\� ❑�❑ ❑❑ P/A 8.42 FS 6� =000 00 0=0 = 0 = =0 ❑_ ❑D 9.25 TOW ❑0❑�_� o❑Doo �0 3G" HIGH RIMFLOW WATER FEATURE r l 1=E❑❑fln =E❑❑:1Un El G.25 TOW V ��U�❑ 9.00 FFE ��❑ 000 �0❑O�❑ 8.75 FS ❑0❑OD❑�0❑OD 8.42 TOW C/ ) ❑00 F/Ao 000❑00 P/A STONE PATIO 0❑00 0 =0❑00=�❑0 0 �D ❑o o00❑" 0000❑0000❑� G.25 TOW 6� 0 _00 8.75 FS _000 _ �0❑0❑� _ 0 " EU E — F/A 8.42 TOW 00�0� O❑❑LJ ❑❑oU=�❑❑o��O 8.42 FS 6.25 FS ❑�� 9.00 FE o1:1 ��❑�� 5.90 FS O W LLJ 6.0� ❑_❑0❑ P A__ _ - P A o❑00❑ 0❑❑❑0❑0�❑❑0 ❑ 5.75 FS 0❑Do / 0 0 00 -UCM C u o0 00 00 o U❑' DD❑D o❑o O 0 0� 0 00 0 00 0 0� 0 00 0 00 0 00 0 00 0 = FED o F/A G.25 TOW O 0 0❑❑ 0 ❑0 0 000FT 0 0❑000 0❑000 0❑000]=E= El 0❑000 0❑000 0❑000 0❑ PSA o U� o u�T 8o .75 TOW 3 C o r, r✓ a STONE PADS W/ GROUND COVER GAPS W U w U z C) wLL- Q QW z m O � � WHO SOW � z CD U-1 Q oa Q = � w w � Q � w o 0 WC\1 w LLJ LL W _ 0 El I FEI 20 PLANTING NOTES PLANTING LEGEND • Coordinate placement of all trees and shrubs with 5prinkler location5. • When trees and 5pec1men5 have been planted, a berm must be SYM . DESCRIPTION SIZE QTY prepared which 15 no longer than the 51Ze of the original root ball in order that applied water in the ba5m will enter through the root ball. • All watering applications to prevent any p0551ble Staining. STAR JASMINE (ESPALIER) 15 GAL 4 • All vines to be removed from the stakes, trained, and affixed to fences and/or wall unless otherwise noted. All turf areas to be bordered cf� between planting areas with 2"x4" wood-flex lawn border (staked @ PODOCARPUS 'ICES BLUE' 15 GAL I O 5-0" O.C.) or I "x4" wood-flex lawn border (staked @ 5-0" O.C.) a5 0 required by design. Cj CAMELLIA SASANQUA 'YULETIDE' 15 GAL I > • All 24" box � 15 gallon trees must be staked with a 5ingle 2" diameter w lodge pole and tied in 2 places with rubber cinch ties. Larger trees must be staked or guy wired underneath the direction of the landscape PHORMIUM 'AMAZING RED' 15 GAL 4 designer. • The Landscape designer assumes no guarantee or re5pon5ibility for the O DIANELLA 'VARIEGATA' 5 GAL 7 health or viability of 5peafled plant material due to the undetermined or unknown 5011 or geological conditions. • Landscape contractor shall guarantee all plant material for health ASPARAGUS MEYEPII 5 GAL 10 defects upon delivery, for 90 days. 24" box or larger are guaranteed upon delivery for a year. A AEONIUM URBICUM 5 GAL 7 O AGAVE 'BLUE GLOW' 5 GAL 3 Z Q ONANDINA 'GULPSTPEAM' 5 GAL I (� 0 PCPITTOSPORUM ' CREME DE MINT' 5 GAL 4 Z 5 SALVIA 'MYSTIC SPIRES' I GAL 12 z Q J LIGHTING LEGEND SYM . DESCRIPTION SIZE QTY O UPUGHT 3.5W 4 TOP-UL- 148-MBR-LED Ln s PATHUGHT/ DOWNLIGHT 18W TOP-PL-340-M5R-LED 7 El TOP-MT300-55 TPANSFORMER 30OW I \0 (7) 6� r l V VL uT000 SYNTHETIC TURF ❑ 5 ~ N SHOWER TRASH � 2 �� _�� 177 PC I �� II �� II �� I O '7 L _ AL _ NIL _ A A F-1 B ® w w � � Q A O O .7\L. 1 14 V ��3 A (o � T W A5P A I ASP SP U Q TCT Aa)A7F*) ASP ASP P ASP N A 5 _ W Q W zCD m O PLANT 4 FLATS DWARF MONDO GRASS IN i— GROUND COVER GAPS z WO H SOW D z c� J J m Q p0 Q = L J W Q C) W C) N (s) H N w W LL. W _ 0 (_ FEI 21 GENERAL NOTES: ABBREVIATIONS 1. A CITY ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD PRIVATE CHS CHISLED IMPROVEMENTS WITHIN THE PUBLIC RIGHT-OF-WAY. C.O. CLEAN OUT CONIC CONCRETE DS DOWNSPOUT 2. A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE DWY DRIVEWAY THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS ED EXTRA DEPTH FOOTING DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING EP EDGE OF PAVEMENT THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET EXIST EXISTING PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE FD FOUND FLOWLIINE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER BOX, SEWER FF FINISH FLOOR LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST FG FINISH GRADE SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030 . FP FINISH PAD FS FINISH SURFACE SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE GB GRADE BREAK DISCRETION OF THE PUBLIC WORKS INSPECTOR. GFF GARAGE FINISH FLOOR GFP GARAGE FINISH PAD 3. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT LVLT GAS VAULT HH HANDHOLE MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. HP HIGH POINT I.P. IRON PIPE 4. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT-OF-WAY SHALL BE PERFORMED IE INVERT ELEVATION L&T BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL MON LEAD AND TAG MON. MONUMENT ENGINEERING CONTRACTOR NG NATURAL GRADE NTG NOTHING 5. SEPARATE PERMIT FOR WALLS AND FENCES SHALL BE OBTAINED AT THE SAME TIME AS THE PA PLANTER AREA BUILDING PERMIT. PB PULL BOX PL PROPERTY LINE PROP PROPOSED 6. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE P.U.E. PUBLIC UTILITY EASEMENT APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND R RADIUS R/W RIGHT OF WAY RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. SDWK SIDEWALK YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF SCO SEWER CLEANOUT ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT S.F.N. SEARCHED FOUND NOTHING SMH SEWER MANHOLE T.B.M. TEMPORARY BENCHMARK TC TOP OF CURB TF TOP OF FOOTING T.F. TOP OF FENCE TG TOP OF GRATE TOC TOP OF CONCRETE TS TOP OF SEAL TW TOP OF WALL WM WATER METER WV WATER VALVE CONSTRUCTION NOTES: 01 CONSTRUCT 5" MIN CONCRETE DRIVEWAY 02 CONSTRUCT 4" MIN CONCRETE HARDSCAPE STD GREY IN THE PUBLIC R/W ONLY 03 INSTALL 4" SQ GRATE DRAIN ® INSTALL 4" ATRIUM GRATE OS INSTALL PERFORATED DRAIN TRENCH PER DETAIL SHEET C2 © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 07 INSTALL TRENCH DRAIN PER DETAIL SHEET C2 ® REMOVE EXIST CONCRETE WALK AND FENCE. PLANT DROUGHT TOLERANT PLANTS. ( PLACE CONCRETE CURB. 10 INSTALL 8" CATCH BASIN WITH FILTER INSERT PER DETAIL SHEET C2. EARTHWORK RAW CUT: 15 CY RAW FILL: 81 CY 6" TOPSOIL MIN -I \ \ 5.85 _T_470 FRENCH DRAIN \ \ 6 \ PERFORATION ® BOTTOM 3/4"CRUSHED ROCK 5.76 _ 6.09 I FS FILTER CLOTH 5.84 \ g I ROOF B CHIMNEY TOP Z \ 24" LAP 12" ® TOP FL 10 ADJACENT BUILDING 3 9 z Z 3 3 \ z PERFORATED DRAIN/ 5 - - - w- - - - - - - - - - - - - �-- - - - - -- - -� - - ~w- - - - F$ w \ 5.97 5 \ N J o IR ? L I� �w 12.95 TW 2 WALL PROP WALL Fs TRENCH DETAIL l 1 // o o N o0 0 1o.oa TW GM N 6.30 NTS � ❑ ❑ o ❑ ❑ _ ❑ ❑ .❑_. -❑ ❑. . o- FS - .� - o--, - '59i'E 91.0 - - - - - o- � n/ ��r�.arr Frrr///i 27FS q5l fi.Os BENCH �- 5 6:15' 6.36 595 2 6.43 6.15L 1-1 z72 TRF FS . . :'s 880 /i FS F$ -_ -N1- �. FS`. FS... 6" MIN WIDE PEDESTRIAN SAFE '(G \. y .. o o - ) (6.95) s \ 8 65 \ / T N \ \ 6�f ��. 6.82 8.75 DIMENSIONS DETERMINED FRAME & GRATE 3 8°SLOT g Z \6 \ ., : w _ � o BY GRATE FRAME PROP 4" PERFORATED PIPE // 05 I 9,00 TC ) 1 DIMENSIONS, USE FRAME OPENING. EAST JORDAN IRON 02 \ :;NI AS FORM 3. WORKS OR EQUAL (800) 874-4100 \ �' ' 33.86 FG FS 4 REBAR ` ,, RIDGE F$ 8 75 TG j/ 8 BOTTOM �� :; 1 ..7.85 IE 3 FP. 1 2% 1.35% I z 10 LF \\ N I o ELEVATOR FILL THIS PORTION WG CRUSHED \ ?� DRIVEWAY I FG7 6 $76 //// // 0• ROCK AFTER POURING GRATE 0` / SUPPORT CURB. o Fs CRUSHED DLTER CLOTH 24" A Nis\ FS 88 3 . ` (6sFS i / % pROp TNA EXISTING A- DIG A 24" WIDE X 18" DEEP TRENCH \ \ - BUILDING FF=9.00 GFP=4.70 UP FP=7.50 2% 9.42 TW WATER j 6.39 B- PLACE FILTER CLOTH IN THE TRENCH EXTENDING 12" VERTICAL ON EACH SIDE I / C- FILL BOTTOM 8" OF THE TRENCH W CRUSHED ROCK \ - / FEATURE / / // ( FS) E- FOL THE RESTRM AND UOFPERIMETER CON ETE CURB THE TRENCHW CRUSHED ROCK TO 4" FROM TOP OF TRENCH \ SWR 00 : s 0 Sj) . 11 - % V 5.6 / C'C SCO o I I ..��'.: / / }// 5.77 TRENCH DRAIN 1 FSS 7 NTS POS \ \� .. I :: � �.. -. /i/////// % \o• //// \ ssa ORPFt (Pl �. 8.57 8.54 \ FL p\ P PREVEE s\�� FS FS 4.5% 1_35% \ FRO N I 0 8.75 I 845TG Z� m ro IF 7.23 4 7.45 IE GRATE PA oo- 8.83 F.F.FF r 2% FS \ Nom,< \ FS 8.54 8" CONCRETE X 9.00 TC FS \ v 6.00 - �F 3 3 7s DRAIN BOX ^:, L�G FG G - .:FS 5.90 117) 8.75 INVERT - '^ '` I I ` 8.8& 8.42 TW S PER PLAN TRITON ADF FILTER MEt6R� \ \:, .:.,... .. ., __ . . ....... , 1 L� n r I--�,�d �� FS-HP 8.58 ' \ I�J BY REM INC. \ ER ro .: FS r NF 147 0 NP \. . N .. 6.81. / / . ( _ 8,70 eaa vY OD. : N / / 6.25 TW FS HP !. I PA FS i PA r pR - T N \ I - - 10 CATCH BAST (�� . . s.1s, rs.zsj //i/ Fs WITH FILTER INSERT \ r////////////i%////,%//////////////////////////////Yli//1///!///L///C///C///!✓ /�J//%�////.;////.1,%/,</// ///d,'//c/i/c/��c///Lri/r✓/ice r r r�r ri r rr r�r r rl r r C Nis N36'02'44"E 91.03' w c� c� Le 5.76 w 11.67 TW - - - - - - - 12.510 T ~w a0 z ~w PROP WALL - 10.08 TW w \ FL TBM o a N B J 6.21 0 12.50 TW m o M 8.07 R \ S0 C5 O \\O mo 3 - FS Fs 51 4 \\ \ / N ADJACENT BUILDING 8" MIN PROJECT / 6 PROPERTY 1' MIN HEIGHT 2 BAGS MIN. EXISTING GROUND / CHIMNEY TOP �l \ (S.SFL \ / / PROVIDE APPROPRIATE TRANSITION \ \ / BETWEEN STABILIZED CONSTRUCTION r / / ENTRANCE AND STREET \ CONSTRUCTION ENTRANCE GRAVEL BAG DETAIL \ NTS NTS \ \ \ \ 1 "=4' DESIGNED: ARCHITECT: OWNER/DEVELOPER: PREPARED BY: pRoFESS/0�9 SOILS ENGINEER/GEOLOGIST: BENCHMARK: LEGAL DESCRIPTION: SHEET: BRANDON ARCHITECTS DAVE GUNDERSON FORKERT ENGINEERING & SURVEYING, INC. �p�PS M' ( R MCCARTHY CONSULTING, INC. BENCHMARK NO: NB3-15-70 LOT 5 OF BLOCK 8, MAP OF RESUBDIVISION OF PRECISE GRADING PLAN 3001 RED HILL AVENUE 1419 DOLPHIN TERRACE 22311 BROOKHURST ST, STE 203 �� G Z 23 CORPORATE PLAZA, SUITE 150 SECTION ONE, OF BALBOA ISLAND, AS PER MAP C'2 DRAWN: MJ BUILDING 1, SUITE 102 CORONA DEL MAR, CA 92625 HUNTINGTON BEACH, CA 926460. 58 A MESA, CA 92626 (562) 754-7123 627 A NEWPORT BEACH, CA 92660 ELEVATION: 7.986 FEET (NAVD88), RECORDED IN BOOK 6, PAGES 30 OF 409 N BAY FRONT COST CHCK'D: TR A M SA, C 40 (714) 963-6793 * EXP. 12-31-18 * (949) 629-2539 YEAR LEVELED 1992 MISCELLANEOUS MAPS IN THE OFFICE OF THE JN 9248 3T CIVIC �Q COUNTY RECORDER OF SAID COUNTY. NEWPORT BEACH CALIFORNIA DATE: 4/5/17 OF CAS\Fob THOMAS M. RUIZ DATE DATE: ARCH , 2017 1 N0. DATE R E V I S I O N S DATE: MARCH 9, 2017 22 PROJECT NAME GUNDERSON RESIDENCE STATUS L.C.P. Cn � e � o N U U U � U Lu A N N Ry L y U � O -0 3 \ ® m — c � °J o 7 < v J \ m oT o � I I i / II h \ z z T- o QOm a Lu > m � � r'. o 04zoNi uu y y W (N: �.. . Z W z � LLQ Z Quj mF- U AXONOMETRIC - NORTH U AXONOMETRIC - EAST o O W z 0 Z ti I y \ DOCUMENT VALID UPON I I Ti I� e-F L / �,_ / ORIGINAL SIGNATURE Z � �� m Z N °Z C AXONOMETRIC -WEST AXONOMETRIC - SOUTH ` z \ N F o d U.° p y U W m r°c a m E W y f U t�i N U @ `o. y m U mO a.om a Z m ° a .. W 0 T� @ cs m Q m m m OOma°1F ° m� N . ... �� _ A � � U � N•r ° NCU1) — 4 U) ° — L Lu — d / \ i L _ � O C L O W O �`W d Elf 0� NREVU. IO U. R VISION DATE JOB NO. 409-2017 DATE 4/05/2017 SHEET NO. A- 1 . 0 2S PROJECT NAME MECHANICAL VENTILATION NOTE: GUNDERSON RESIDENCE 1. PROVIDE WHOLE BUILDING MECHANICAL STATUS VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION 4,WITH EXCEPTION THAT NATURAL VENTILATION L.C.P. THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE-BUILDING / /1 N E 2 1 VENTILATION(BEES 152(a),EXCEPTION 5 TO SECTION 152 V J cD o (a)). FOR CONTINUOUS WHOLE-BUILDING VENTILATION, N " rn MIN.REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F.OF CONDITIONED FLOOR AREA PLUS 7.5 U v CFM FOR EACH OCCUPANT(ONE OCCUPANT PER ujy Y BEDROOM+1). VENTILATION TO BE PROVIDED BY 2 12'-81/4" 68'-9" V-71/4" 11'-61/4" EXHAUST AIR,SUPPLY Al R OR COMB INED EXHAUST AND m L _ _ SUPPLY AIR. � o -� 20'-7" T-B iIB' 12'-7314 14'-11/2" 8'-6" 5'-2112" - C tO 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM - 0 \ \/ 18'-1318" / \ 2'-5518" 2'-87/8° 4'-11114" 4'-11/B" 8'-83/4" 10'-1" I- -I 1 '- T-11" 1112" 11/2" 3'-11" 1'-2" \ VENTED TO OUTDOORS WITH RATE=100 CFM(PART OF U oa 6 25 -I' O _ — I-TV - _ O M \_ I - L_ i_ ` UNIT: 3,164 BNF. . Y' � . 0.033,164 S.F+[7.5 CFMx OCC. BED. +1)]-- -- -- -- - -- -- 94.92 CFM+ 7.5x4 124.92 CFM REQ'D.4 24 ( )_1ofl9'-5318" hV/ \/IF ��\/� CLR - REF REF F.P. 22/\ T jA€H /\ M oo AD-1CLR N ,I U N TALL ABINET - - - - - - - 11 - STAIRS ^y. .ABV. \ O c � I I 23 �o A 10 \ o 4'-101/2" a' v L \ •\ °° -- - 9 MECH \ CLR. ! T-3- - 1111 -31/8" �.\`�^h \ \ Q \ 5 20 � \ , ' 12'-0 $LIDINGGL. \ KEYNOTELEGEND \ o D EV. ===QR:= - --CLR.- t GREAT ROOM DOOR \ \ r rn 1 =C/C,= --_1-- 1 FAU-PROVIDE GAS S.O.,POWER,AND VENTING AS REQ'D.BY MFGR. / \ J \, 2 WATER HEATER-TANK-LESS(ON DEMAND-DIRECT VENT)WALL-MOUNT+48"MIN.,'NORITZ'OR EQUIV.-VERIFY SIZE W c 3'-21/2" 2'-61/8" 2'-11114' 1'-7114'1'-111/2" _-0" 2'-7" --- REQI W/.MFGR.INSTALL PER MFGR_SPEC. 3 �M � 3 VEHICLE MINIMUM PARKING DIMENSIONS ON PLANS \ 4 - _ o _ - � i i" 12 11 = ➢1 22 �� 4 AUTOMATED GARAGE DOOR CUSTOM BUILT,REF.SCHED. ARCH TO APPV.SHOP DWGS.PRIOR TO FAB. \ - N L_ -____ ;J 5 LAUNDRY SINK-AS SEL. m - - - - - _ - _ - J N W22 I. 6 CUSTOM BUILT DINING TABLE&KITCHEN ISLAND PER OWNER&ARCH. SS DR. 7S° ° KITC E 7 COUNTERTOP-AS SELECTED N 2-CAR GARAGE 19 @ - ' " \ 8 BASE CABINET-BUILT-IN,FINISH AS SEL. 2'-s" s'-sva' U o 5„ z'-2vB" 15 UP 12 5 o \ - - ... " I •\ m 9 UPPER CABINET-BUILT-IN,FINISH AS SEL. _ _ _ _ _ _ _ _ _ _ _ _ _ _ . 1 16 OL 11 10 REFRIGERATOR-VERIFY APPLIANCE WI.OWNER IL CLR. N N M ® 11 KITCHEN EXHAUST HOOD-PROVIDE MIN.RATE OF 100 CFM-INSTALL&PROVIDE POWER PER MFGR'S.INSTRS.-VENT. \ � i 4 R @ 0'-71/2" g T.C. _ \, \ TO EXT. •\ 4 16 R @ 0'-71/4" 14 \ 12 RANGE-VERIFY APPLIANCE W/.OWNER-PROVIDE HOOD CAPABLE OF 100 CFM MIN.(VERIFY W/.MFGR.) g 13 FIREPLACE-PREFABRICATED,GAS ONLY,'TOWN&COUNTRY TC42 ANSI 721.50-2014/CSA 2.22-2014[DTL.22/AD-1] \ -- -� 8 14 .n (FACTORY BUILT FIREPLACES,CHIMNEYS,AND ALL OTHER COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING AND MFG'R.INSTALLATION INSTRUCTIONS.DIRECT VENT GAS APPLIANCE MUST \ 77 1 7 6 COMPLY W/.THE CALGREEN CODE REQUIREMENT AND MUST COMPLY WITH ANSI Z21.50.) N O U III, 6 io - - J` - _ 14 FURNISHINGS-AS SELECTED \ `V CUR. \ 15 INTERIOR STAIR MOUNTED GLASS GUARDRAIL-34"-38"ABV.NOSING,REF.DTLS. 2,3,4,9/AD-1 Q Z 2�- { 11 \ `' \ 16 STAIRS-MAX.7.75"RISE,MIN. 10"RUN,PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT U 1 v \ CANDLE(CBC 1205.4)REF.DTL.3/AD-1 Z \ 1 v 9� POCKET DOOR M Z O Z = 17 TOILET-MIN.24"CLR.IN FRONT,MIN.30"CLR.WIDTH,REF,CAL GREEN NOTES FOR FLOW RATE INFO. BAR DINNING z \ 18 SINK-AS SELECTED(VERIFY COUNTER OR WALL MOUNT FIXTURES W/.OWNER) Q \ '� HIGH APPLIANCE GARAGE 9 8 7 \ 19 1-3/8"MIN.SOLID CORE DOOR,SELF CLOSING&SELF LATCHING(R302.5.1) < W 0 UJ 119'-6" WINDOW N NTRY �� 1 \ 1 J 20 RESI DENTIAL ELEVATOR-'CALIFORNIA CUSTOM LIFT,INC.'OR EQU IV.,SHAFT SIZE=54"x58"CLEAR-PROVIDE SHOP G_ � m \ \ _ _ 14 3 CLR' 1 T — T �� N � ) ''V1 411 ') (dui j(I is DWGS.TO ARCH.PRIOR TO PURCHASE&INSTALLATION O Z LL H- ---17777=11111111111111111 l� '0 WINE _ 21 \ %1 I 21 11/2"MAX.STEP AT OUTSW ING DOORS(R311.3.1) Z O 22 DISHWASHER-AS SELECTED Q d cV • O7 8 - - C�Cry,r N - 1 - -1 I 23 ENCLOSED USEABLE SPACE UNDER STAIRWAY USE 5/8"TYPE W GYP.BD.FINISH TYP.(1/2"MIN.)(CRC R302.7) LU > Co > (O 24 TRASH LOCATION-SCREEN FROM STREET AS NEEDED Q O Lu N _ \ 0 25 DOWNSPOUT-KYNAR FINISH TO MATCH METAL ROOFING,SHAPE AS SEL.(ARCH.TO APPROVE) O 0 ,t Z 6) 26 BASE CABINET-SINK UNIT,BUILT-IN,FINISH AS SEL. 5'-13/8" 10'-5314" 5'-13/8" 2'-65/8" 2'-6" 3'-11112" 3'-93/8" 8'-31/2" T-8" 8" T-11" 8'-9" T-11" 1'-2" 27 WASHER-PROVIDE HOOK-UPS&POWER CUSTOM CURTAIN WALL F.V. CUSTOM CURTAIN WALL F.V. 28 SHELF AND POLE-BUILT IN,FINISH AS SEL. uj 20'-83/8" 5'-05/8" T-8718" 2'-25/8" 11'-11112" 18'-4718" 2'-1112" _ _ _ 29 BATHTUB-AS SELECTED(VERIFY LOC'N.OF FIXTURES W1.OWNER) 1V-6114" T-10" 68'-23/8" 18'-117/8" 30 TEMPEREDGLASS ENCLOSURE-1/2"THK.(MIN.3/8"THK.)GLASS TO BE ETCH MARKED(FRAMELESS U.N.O.) 31 WINDOW TO MEET EGRESS REQ'TS.-REF.WINDOW NOTE#4 ON SCHEDULE 32 SHOWER-HOT-MOP PAN,PROVIDE TILE W/.CEMENT BACKING MIN.70"HIGH;NET AREA 7.1 S.F. MIN.:30"DIA.CIRCLE MIN.(CPC 411.7) Lu 2 1 0 co N Z W 10 Z _ ° Q Z } LLJ m FIRST FLOOR PLAN �O CD 0 W z 0 Z m DIMENSION NOTE: 0 2 1 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 DOCUMENT VALID UPON ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: 14'-10718" 21'-1314" 4'-103/4" 40'-51/2" s'-71/2" / 1V-61/a" ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 1a'-41/2' - - - - s'-9114" - - - - - - - - 23'-2314" - - - - - - - - - i7'-2314" - - - - - - - FOOT CANDLE PER CRC R303.6 \ -05/8" 8'-2718" 1'-8318" 2'-43/4" 2'-75/8" 4'-15/8" V-03/4" '-0518" 2'-33/8" 10'-10" T-61/2" 63/4" T-91/2" 13/4"2'-1" T-11/4" \ ROUGH FRAMING: M 17 16 14 13 12 31 h ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS \ 31 15 25 M FET \ SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2' PLYWOOD \ 7.-0., SEAT o \ o CLR. 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 725-4, �� A 32 _ V A ORIGINAL SIGNATURE U L I \ FIRE RATED CEILING ASSY. REF. DTL. 7/AD-1 9 TZ \ a \ a s. F \ 8 18 7 a T N M �6..� \ (] V 7 2f 1$ L 4'-101/2" ---- ___ ___ \ w c _ � o'c X000' ___ -O0 >.LZ100979 I. c 5 0 d D EXT. FIRE RATED PARTITION REF. DTL. 5/AD-1 o �� •\ � \ 14 27 I LAUNDRY 1 CLR. 1 MIN., � , BEDROOM #3 1 1 / 20.essF 30 m o, \ \ F 16 20 . HIS BATH/W.I.C. MASTER SUITE 91► \ \ Z m TTZL N a� o \ M Q+ U N n \ O INT. FIRE RATED PARTITION REF. DTL. 7/AD-1 Q �n2 28 0 � � ____ / 27 ELEV. 3'-3318" o 2c._ d ____ a3Qf° � d oft • O T O L� y 0] o 6'-11112" - 14 J y �� O-.2 —LD . � 2E / I •- . --M o 28 \m W U�U N'Cc mE N = zs 25 M - - - - - - - - - - NEW WALL - 2X6STUDS @ 16" O.C. w aw - R\ �' -3'-41/8••__ vi rv~o aOw9 0 0 oe 2,- 2 -7 7/8" 4'-8 1/2" 2'-2 118" 6-71/2" \ 1-_x o- m r , N 43/a" 1'-91/8" 4'-11518" 2'-6114" 2'-11118" � Ua m `ate y9u,� \ - „ w8' E o= \ N N ----- Up NEW WALL 2 x 4 STUDS @ 16 O.C. O oa -r m a„ \ a 17 M U V. \ O oz -6 °-' 15 16 \ M r �..., O O 8 �` 16R@ 0 16R@ 0'-7 V2'P nP� \ WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. LL Z�� M 18JW 20 U .� U 23 LL pdmact� d /8" 4'-81/2" T-95/8" i6'-03/4" 1'-21/4" _ • " z< E - w 2'-0112" 9'-11114' 2'-13/8" 01/8" 1'-65/8" 4'-61/8" T-43/4" 4'-23/8" T-01� v \N Q 00 0, ..c • \ o \ CONCRETE RETAINING WALL - REF. STRUCTURALE t 26 111 21 Z mv' � 3 �9 \ 0 19 7 �3UIL7-INS BUILT-IN3 BUILT-INS \ o r y o o.BE- C) N 15 ❑ \ CONCRETE MASONRY WALL - 6" CMU U.N.O. E 18 �� "to ` ` = � m 3 y u LL! o.0m� 000 Fz \ \ \ M / \ \ DOUBLE WALL CONSTRUCTION - 2 x 4 MIN. STAGGERED H o9 `- " BATH #2 I— s 7 8 \ m / Cn 9 s o y r \ oa'� m lga E \ r-231a", 3'-sv4" / V A STUD @ 16" O.C. = x r O 18 v 2'-11 718,. 17 co N / y " d :? J W V / 0) r 01 U O O \ \ m BEDROOM #2 � \ \ ❑ \ \ I �> ' 30 CLR. N = 2a \ / ■ ■ WINDOW - REFERENCE SCHEDULE 31 '• W.I.C. c 29 \ / U) 0 ` o c U•- U w \ T-8 32 - 30 \ o10� ow o .�•wo \ 14 m - \I / \ DECK / o m n v S a= - o \ - 32 ♦ 28 1- X30 �u<= \ �, ❑ r- la o 0` 0 V A \ j`X30"��' m 1 N �' 17 MIN - ,,1 7 S 18 \ � \ " � / \ \ \ LL I- n ,D m Q O k -- 1 ` \ V. \ FP -1s / \ DOOR - REFERENCE SCHEDULE 1 _ i REVISIONS \ 101/4" try f 2% N i /)s 3SF� \ r 3 0 / 20.25 SF - ❑ ❑ \. NO. REVISION DATE I NilN ❑ ❑ \ CABINET - BUILT IN CASEWORK N , 1 2 1 25 ova". 23 - \ O ® COLUMN -REF. STRUCTURAL DWGS. o \� T-85/8" 8'-4" '-01/8" 2'-95/8" T_31/8" T-71/8" 1'-65/8 -0118" 4'-9" -05/8" 6'-9112" 12--4718" 6-03/8" 6'-0" / 5'-0318" T-1314" - - - - - 14'-03/4" - - - 6'-03/4" - - - 11'-17/88" - - - 16'-0" - - - - - - - -17'-21/2" - - _ - 2'-3314" FURNITURE - FOR PRESENTATION PURPOSES ONLY 11'-61/4" 5'-5" 4T-33/8" 19'-6114" 18'-9314" FIREPLACE - PREFAB GAS-ONLY APPLIANCE 2 1 PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) JOB NO, LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS 409-2017 DATE 4/05/2017 2 SECOND FLOOR PLAN 101 DOOR TAG - REFERENCE SHEET A-8 SHEET No. 1i WINDOW TAG - REFERENCE SHEET A-8 �_ ^ ■ KEYNOTE TAG - REFERENCE KEYNOTE LEGEND THIS SHT. L A PLAN LEGEND 2-4 PROJECT NAME 2 1 GUNDERSON RESIDENCE STATUS L.C.P. 35'-73/4" 13'-4" 12'-4112" 12'-63/4" 1T-13/8" 11'-61/4" Cn o E 5'-3518" 8'-0318" rn . -� 4'-11/8' 3'-11114" 101/2" N�FFFFFFFFFFFF10'-1" � -'-5" � 8'-8114" 3'-101/2" -\ U U o THIRD FLOOR PLATE M \ L1J .p'. O N y U • �_ 3'-6518" 3'-51/2" � o \ \ CLR, CUR - \ N a v 13'-9118' 18'-0112" o M ` r M � 'I \ \ N_ N 77 2% m / 7 c 3 \ \ m cp \ CLR71' -- - - \ / \ Z = 3 CO ;� T-33/8" -3'-31/4" - �\ \ \ N O \ r --CLR.=- -SLR a CABANA 1 13 o -C14S \ \ \ 05B" 2'1 5/8' o _ 318'.___o o , Q \ 31 ------ / \ FIREPIT \ ct � N GLASS DR. ___ __ ❑ _ I \ / ` � o \ / zo � � a \ \ A/C. WELL / 29 10 9 8 16R@o'-71/2" 28 m UPS 6'-0" 1'-7518" 5'-83/8" .n STORAGECL SET _ � �,j 1 �� \ v - 30 � rir LOUNGE / A 4'-35/8" TYP. M I 4 5 m 1 y // DINING A A \ IA 7 WDR. #2 / v 4113/4" \ 18'-7 3/4" 2:R@0'-53/4" I / \ 16'-47/8" / A N 26 2% BBQ. \V N 212 R. Dnv // A\ \ U A \ n CO (O m - - / F1 A A Z C' Z I VIEW DECK PLATE+3" \ � Q Fillijillillilt . < LU LU N Ir o 0 co LL � LL � 14 o 0 0 K o >- o LU < C,4 THIRD FLOOR PLATE `"' w CO 5'-6" 5'-05/8" 2'-27/B" 1'-5" 10'-1" 1'-5" 8'-103/4" a'-0" Z > m UU 11'-61/4" - _ - 24'-11/2" - - _ - _ - - 12'-91/2" - - - - 12'-11" 12'-103/4" 28'-35/8" O Q V z m THIRD FLOOR T.O.S. (TYP.) W 1 1/4" = 1'-0" 2 1 Z W 0 � co 2 1 KEYNOTE LEGEND ♦n N 1 STAIRS-MAX.7.75"RISE,MIN.10"RUN,PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE(CBC 1205.4)REF.DTL.3/AD-1 uj Z 2 INTERIOR STAIR MOUNTED GLASS GUARDRAIL-34"-38"ABV.NOSING,REF.DTLS. 2,3,4,9/AD-1 lJ 3 TOILET-MIN.24"CLR.IN FRONT,MIN.30"CLR.WIDTH,REF.CAL GREEN NOTES FOR FLOW RATE INFO. O 2 4 COUNTERTOP-AS SELECTEDrz �/ U 5 SINK-AS SELECTED(VERIFY COUNTER OR WALL MOUNT FIXTURES W/.OWNER) ROOF PLATE ROOF PLATE gym-., LL Q 0 0 6 SEWER EJECTOR w 7 DOWNSPOUT-KYNAR FINISH TO MATCH METAL ROOFING,SHAPE AS SEL.(ARCH.TO APPROVE) FL �y o �' -� - -- ---- ------ ----------- `_ - ----- -- ------ - ----- - ------ \ 9 BASE CABINET-BUILT-IN, AS SEL. m LL ❑ �' _ -_ _ -_ - - -d -- STRUCT. F6 r I \ ROOF PLATE 6^I ` 10 UPPER CABINET BUILT IN FINISH AS SEL. ry 11 CUSTOM BUILT DINING TABLE&KITCHEN ISLAND PER OWNER&ARCH. 14'-43/8" 2'-6112 _ '1 J L \ \ 12 BASE CABINET-SINK UNIT,BUILT-IN,FINISH AS SEL. c) O - �\ 13 RESIDENTIAL ELEVATOR-'CALIFORNIA CUSTOM LIFT,INC.'OR EQUIV.,SHAFT SIZE=54"x58" Q. _ `� \ CLEAR-PROVIDE SHOP DWGS.TO ARCH.PRIOR TO PURCHASE&INSTALLATION 15 3:12 3:12 14 ALUMINUM GUTTER-KYNAR FINISH TO MATCH METAL ROOFING,SHAPE AS SEL.-PROVIDE SHOP \ \ ❑- 'j �� \ \ DWGS.TO ARCH. w \ - uz \ Lu 15 ROOF STANDING SEAM METAL W/.KYNAR FINISH COLOR AS SELECTED REF MAT.SCHED A-5 15EZBPCK 16 WD.BEAM PER STRUCTURAL z \ REaO. 15 2$ 15 \ \ 17 RECESSED STRIP DRAIN-TIE TRAIN INTO YARD DRAIN OR DECK DRAIN LINES,SLOPE MIN 2%. Q \ N\r\G DORMER VENT \ - 29 LFC3O 31 \32.37'T O ; I � ❑ ;" .W. ri \ `O 28 6T T.O.S. h \ V 6„1 37.86' A \ H .CERT.REQ' \ \ ❑ CID 37.95' MECH.WELL \ \ _ (REF. 1/A-3.0) cli HT.CERT.REQ'D PI \ \ DOCUMENT VALID UPON \ ROOF BELOW _. V M DECK \ - (REF VA 30) \1 REF. 1/A-3.0) \ 15 37.76' DORI R Nr _37 15.0 ,1gpGKLJ LI I \ � V _`� - � 3:12 cEa3:12 15 II A ��NN�NGR�a05E - � \ \ o \ 77 \ I a 16''47/8" f _ ROOF PLATE 3:12 I ROOF BELO - � - - - - - 3:12 - II 15 III \ \ ORIGINAL SIGNATURE �- ROOF PLATE \ Tz c d y c 0 N t0. b o 1'-01/8" L ` o cc o c m \ i 11-01 18" - - \ NOTE:ALL DIMS.ARE TO FACE OF STUD S(F.O.S.TOR FACE OF SHTG. (F.O.S.)TYP. a ?o o m c r U.N.O. EAVE DIMS ARE FROM FACE OF HTG O FACE OF FINISH FASCIA m a aZ 2.21 v ` o o ROOFPLATE \ - - - - Z w_2 Nim orno.'�-'10d 0 0 U'-W mC c _ FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC ^J ° a„ ATTIC VENT CALC.: _ _ _ LL VENTILATION CALCS. ~-_ U a 0 m a y w �o: y � Epr, 238.68 S.F.ATTIC SPACE - LL =v z $ y xa d 238.68/150=1.59 S.F.=228.96 S.I. O U 2 0 p 0 m m 9 9 O C p G C N A ROOF PLAN LEGEND °-� -.- PROVIDE 1 DORMER VENTS=130 S.I.X 2=260 S.I. Q m z c N N m 260 5.1.>228.96 S.1. prima'c Z V r - - N E j. Q- o p y'C C ,,X x 2 s d U ry t t y W m9:a 9 ;-:5t 2 1 �O y N U p1 N A�� T9 C O C N C L n ROOF PLAN ROOF VENTILATION NOTES: (CRC R806) 0 0 0 E p L 1' 1-011 0 3 U 1/[�. 1 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED O �d�� S . p'£ T 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 o OPENINGS SHALL HAVE AT LEAST DIM.OF 1/16"MIN.AND 114"MAX.VENTILATION OPENINGS HAVING A LL m m x E m o O E LEAST DIMENSION LARGER THAN 1/4"SHALL BE PROVIDED W/.CORROSION-RESISTANT WIRE CLOTH c y d_ m> �t p SCREENING,HARDWARE CLOTH,OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM.OF 1/16" D E t m N"�ui v MONTEREY-SHAKE TILE NOTES: MIN.AND 1/4"MAX.OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS.OF CRC S m 'o c U -' U N R802.7.REQUIRED VENTILATION OPENINGS SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. o_� o w 2 . w 'BORAL ROOFING, LLC.'CLASS'A'ROOFING ASSY.ICC#ESR-1017 � a'� FASTENERS PER NOTE#3 1. TILES MUST BE FASTENED TO THE SHEATHING W/.EITHER ONE 2.THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE c 'aU v U OVERHANG PER PLANS MIN.24"TO PL. OVERHANG PER PLANS MIN.24"TO PL. SCREW OR TWO NAILS PER TILE PER ICC REPORT. VENTILATED. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE L c m ' < y LENGTH TO BE F- a av¢ y�¢ o ROOFING PER PLAN& DETERMINED BY 2. SOLID SHEATHING MUST BE NOT LESS THAN 7/16-INCH FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14&16,A CLASS I OR II VAPOR RETARDER IS INSTALLED ON ROOFING MATERIAL(REF. MAT.SCHED.0/. UNDERLAYMENT LAYER ORIENTED STRAND BOARD OR 15/32-INCH WOOD STRUCTURAL THE WARM-IN-WINTER SIDE OF THE CEILING.2.AT LEAST 40%AND MORE THAN 50%OF THE REQUIRED REVISIONS PLANS) VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR 0/.30#ROOF FELT&CDX ROOFING FELT(MIN.2 EXPOSURE&OVERLAP PER 3. SCREWS MUST BE MINIMUM NO.8, FLAT HEADS,COARSE- RAFTER SPACE.UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR NO. REVISION DATE PI v Aln \ I AYFRS 15#) CBC TABLE 1507.8.6&ICC THREADED WOOD SCREWS,OF ZINC-PLATED STEEL - - - - - - - - - EAVE FLASHING Wl. DRIP(BY) \ ROOF SHTG PER STRUCT. REPORT TABLES 1 & 1A COMPLYING WITH ANSI/ASME B 18.6.1,W/. MIN.0.120 INCH HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY,WITH THE BALANCE OF TEH REQUIRED ROOFING SHINGMFGR /. MATCH Y) SHANK DIA., MIN.0.341 INCH HEAD DIA.,AND A LENGTH OF 2 112 VANTILATION PROVIDED BY EAVE OR CORNICE VENTS.WHERE THE LOCATION OF WALL OR ROOF FRAMING ROOF \ 2x ROOF RAFTERS PER NAILS MUST BE A MIN.NO. 11 GAGE AND HAVE MIN.5/16-INCH- MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 STRUCT. MONTEREY 700 DIAMETER HEADS. FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. CAULK&SEAL \ 2X SOLID BLK'G. CONCRETE TILE REF. 4. MONTEREY SHAKE TILES MUST BE INSTALLED ON A MIN.ROOF 3. BASE FLASHING \ AI WHERE EAVE 1" CORNICE VENTS ARE INSTALLED,INSULATION SHALL NOT BLOCK THE FREE FLOW OF COPPER DRIP EDGE(TYP. MATERIAL SCHEDULE A- SLOPE OF 4:12 WHEN INSTALLED W/.ONE LAYER OF AIR. A MIN.OFA 1"SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG.AND AT 2x BLK'G. \ ) 4. UNDERLAYMENT OR 3:12 WHEN INSTALLED OVER SOLID THE LOCATION OF THE VENT. \ COPPER GUTTER AS SEL. SHEATHING W/.TWO LAYERS OF UNDERLAYMENT. 5. FIRE CLASSIFICATION ASSEMBLY REF.ICC REPORT TABLE 2, q. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. SYSTEM 1.ASSEMBLY REQUIRES:WOOD STRUCTURAL PANEL INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W!.THE REQ'TS.OF CONT. BUILT-UP FASCIA&SHDW. N SUBSTRATE, 1/4-INCH-THICK TYPE GYPSUM CORP."DENS-DECK" SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/.THE BD.-ARCH.TO APPY.SIZE PRIOR ,-. COVERBOARD,ASTM D226,TYPE II(N0.30)UNDERLAYMENT, TO CUTTING ROOF RAFTERS 'n CONT.BUILT-UP FASCIA \ ND THE MONTEREY SHAKE ROOF TILE. REQ'TS.OF SECTION R703.1. CAULK&SEAL o &SHDW. BD.-ARCH TO \ APPY.SIZE PRIOR TO \ 5.UNVENTED ATTIC ASSEMBLIES(SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE °i CUTTING ROOF 12 SLOPE PER PLAN ROOF RAFTERS)AND UNVENTED ENCLOSED RAFTER ASSEMBLIES(SPACES BETWEEN CEILINGS THAT ARE 2x SOFFIT FRM'G. g RAFTERS \ APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBERIRAFTERS AND THE STRUCTURAL O (MIN.SLOPE-REF. 1/2"CDX PLYWD.SHTG. \ NOTE#4 MIN.(REF.STRUCT) ROOF SHTG.AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS)SHALL BE PERMITTED IF ALL OF THE TYP.REVEAL-COORD. ) FOLLOWING CONDITIONS ARE MET: 1.THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN 1x INT SOFFIT O/.TYVEK(OR EQUIV.) W/.EAVES RATED \ THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE PAINT(ARCH.TO APPV.) MIN.2 LAYERS 15# CEILING SIDE(ATTIC FLOOR)OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE \ ROOF FELT O/.CAP UNVENTED ENCLOSED RAFTER ASEEMBLY. 3.WHERE WOOD SHINGLES OF SHAKES ARE USED,A MIN. 114" 11/2" 3/4" \ MIN.CAP SHT.-REF. VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE EXTERIOR FINISH-REF. \ NOTE#5 ABV. THE STRUCTURAL SHTG. 4.IN CALIFORNIA CLIMATE ZONES 14&16,ANY AIR-IMPERMEABLE INSULATION PLANS&MAT.SCHED. 2X SOFFIT FRM'G SHALL BE A CLASS II VAPOR RETARDER,OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR JOB NO. THERMAL BATT INSUL'N. - 1x6 T&G SOFFIT PANELS COVERING IN DIRECT CONTACT.3 THE UNDERSIDE PE THE INSULATION(SEE TITLE 24, PART Q FIG. 100.1- 409-201 7 -PAINT&SEAL(COLOR INSULATION A) 5.EITHER ITEMS 5.1,5.2 OR 5.3 SHALL BE MET,DEPENDING ON THE AIR PERMEABILITY OF THE 'TYVEK'OR EQ.BLDG.WRAP - AS SEL.)PROVIDE (PER PLANS) \ INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHTG.(NO INSULATION SHALL BE REQ'D.WHEN DATE ROOF TILES,WOOD SHINGLES OR WOOD SHAKES,OR ANY OTHER ROOFING SYSTEM USING BATTENS AND VENTS FOR ATTIC 4/05/2017 CDX PLYWD.SHTG.(PER STRUCTL.) VENTILATION PER CRC NO CONT.UNDERLAYMENT IS INSTALLED.A CONT.LAYER SHALL BE CONSIDERED TO EXIST IF SHTG, R806 IL NEEDED 2x ROOF RAFTER ROOFING PAPER OR ANY CONT.LAYER WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER SHEET NO. INTERIOR FINISH,PER (PER STRUCT.) 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 PLAN INTERIOR FINISH INSULATION ONLY. IN ADDITION TO THE AIR-PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE (WHERE OCCURS) (PER PLANS,WHERE STRUCTURAL SHT'G.,RIDGE BOARD OR SHEET INSULATION W/.AN R-VALUE OR R-4 SHALL BE INSTALLED EXTERIOR FINISH PER OCCURS) DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. 5.3.AIR-IMPERMEABLE PLANS&MAT.SCHED. 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- A PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR-PERMEABLE INSULATION. 5.4. / \ ■ CJ RAKE DETAIL 4 EAVE DETAIL 3 CONCRETE TILE ROOFING BE SEALERE ED AT HEPERIMETE ON BOARDN USED AS THETINTERIOR SURFAEABLECE INSULATION A CONYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT.LAYER. 1 1/2" = V-0" 1 1/2" = V-0" 1 112" = V-0" �S WINDOWS & DOORS: PROJECT NAME -- _ - 37.95' 37.95' 37.86' AUTHORIZED DEALER(PRODUCTS LISTED BELOW) GUNDERSON RESIDENCE SUPPLIER: ASSOCIATED BUILDING SUPPLY 2'-55/8' H7.CERT.REQ'D -- 2'-4112" 5 HT.CERT.REQ'D 4 HT.CERT.REQ'D 6 5 ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE.,SUITE F104,COSTA MESA,CA STATUS MAX. RIDGE HEIGHT 3 _______ MAX. RIDGE HEIGHT M_AX. RIDGE HEIGHT __ MAX_RIDGE_HEIGHT 92626 lu_ ---------------- ---------------- .. - --- - - - ------------- ------ ------------- - - - - - -- -- - ----------- --- 38.00' a 38.00' 38.00' 3.7 38.00' CONTACT: JOE YOUNAN 949-872-3319 (n '3;12 - \� 2'-41/2" PHONE: 206-666-2150 _ I o MIN. ROOF PLATE�TYP.) WEB: WWW.ASSOCIATEDBUILDINGSUPPLY.COM 4 ROOF PLATE (TYPP ROOF PLATE�TYP.L 2'MIN. _ EMAIL: JYOUNAN@ABSSOCAL.COM 34.25'- 35.67 V ROOFPLATELS 35.67 �35.6T ' �5.6T - 2 , 4 - _ _ 1 - 29 1 - ALUMINUM CLAD WINDOWS&PATIO DOORS w 33.00' - MANUFACTURER:JELD-WEN WINDOWS&DOORS HT.CERT.REQ'D - PRODUCT: CUSTOM COLLECTION M_A_X__FLAT ___m � - �_. io.________� __ _______________ MAX FLAT MAX FLAT __ _ _ ____ _ ______ ________________ _ _ _________ __________ ____________., MAX FLAT ADDRESS: 3250 LAKEPORT BLVD.P.O. BOX 1329; KLAMATH FALLS,OREGON 97601 o -------- - -- 33.00' F- - 28 ;� N 33.00' 33.00' . ^I 33.00' PHONE: 541-885-7412 OR 800-535-3936 = CID tO 0 0 31.05' FAX: 541-884-3331 - WEB: WWW.JELD-WEN.COM U o a N m 4 27 _ rh VIEW DECK T.O.S. (TYP.) ¢ 12 4,7 ' VIEW DECK T.O.S. TYP. = sl-FOLD DOORS As occuRs) 29.45' A 29.45' IV s'12 MANUFACTURER:LACANTINA DOORS, INC. m a - - - - - r_ - - - - - - �a - - - - - PRO CUSTOM BI-FOLD 3 jk VIEW DECK PL. - - - - - - VIEW DECK PL.(TYP. THIRD FLOOR T.O.S�YP� z'_0"_ THIRD FLOOR T.O�TYR PHONE: 760 298 5030 NCH BLV TE. t OCEANSIDE, A 92056 - - - - - - - - - - - - - - - - - - - - - - - - - .. .. - -� - - �/ 2g.6T - 2'-21/8" 28.6>� N D DOOR SYSTEM a 3 �� ESS' 14 O DE C qu 8.58' 28.58' E' THIRD FLOOR PL-(-DLP.)- - 2'MIN. THIRD FLOOR PL TYP. FAX: 760.734.1591 �T -2'MIN. - - - - - - - - - - - � - m - 471 2/58 - - - - - 1 27.58' WEB: WWW.LACANTINADOORS.COM O o _ ALUMINUM-WOOD LIFT-N-SLIDE DOORS � o MANUFACTURER: PACIFIC ARCHITECTURAL MILLWORKS -_ PRODUCT: SLIDE&SEAL DOORS L v 4 - .n - _ ADDRESS: 1435 W. PIONEER ST.BREA,CA 92821 = � 2'_0" 10 11 d _ - - PHONE: 562.905.3200 d r, 25 m FAX: 562.694.6794 LL m 8 -- WEB: WWW.PACMILLWORK.COM ry1 0 �l• c 16 T MULTI SLIDE DOORS&STOREFRONT 7 MANUFACTURER: WESTERN WINDOW SYSTEMS PRODUCT: SERIES 600&STOREFRONT SYSTEMS ADDRESS: 5621 S.25TH ST., PHOENIX,AZ 85040 2'-0" `"' `� - - PHONE: 77.268.1300 MASTER T.O.S. TYP. ��-� I _ _ MASTERT.OS. LTYP.) n o _ CWEB: `SWWW.WESTE SIDING- MASTER (1� T.O.S. _ __ _ ( -`� - --- - Met - _.T- _ - _ _ - _ - 19.58' - - MANUFACTURER: MASTER FLOOR PLATETTYP.� - = s _ I . . _ - - MASTER FLOOR PLATETTYP. ��SECOND FLOOR T.OS. CTYY� _ _ - _ SECOND FLOOR T.O._ TYP.) n JAMES HARDIE BUILDING PRODUCTS, INC. � 18.58' - - - - - - - 18.58`' Cr 10901 ELM AVENUE v 18.50' \ 18'50 V SECOND FLOOR PLATE(TY� - - - - - - _ - - -SECOND FLOOR PLATE LTYP.)� FONTANA,CA 92337 -® 17.50' - �- - - - - - - - - - �- I , - - � T - - - - - - - - 17.50' P'909.356.6366 COLOR:PAINTED-DUNN EDWARDS:WHITE PL. PL. PL. PL. APPLICATION:SHIPLAP 4'1 �1 I I �I�� - ❑❑! .' EII❑O I CODE ICC#N ED STT 2 3 �I o � r �, � 4 EXTERIOR STUCCO: MANUFACTURER: MERLEX STUCCO Q �,,� 2911 ORANGE-OLIVE ROAD U • - ORANGE,CA 92865 Z 5 6 P:714.627.1700 O O U H COLOR:TBD 0_ Q Q LU Z Lu FIRST FLOORRQS - FIRST FLOORCT_O.S. FIRST FLOOR IT.O.S.) _ FIRST FLOOR N.O.S. : p O D3 �� Q APPLICATION:THREE-COAT APPL.,SMOOTH 7/8"W/.METAL LATH(DIAMOND OR EQUIV.) �0.- - - - -- - - - - 9.00, .00, - - - - - - - - - - - - - 9.00' v z UL EXTERIOR STONE VENEER LL= � ® SUPPLIER: Z LU >- O �1 - KRC ROCK,NATURAL STONE&BOULDER SUPPLY L LU CO a N 700 N.TWIN OAKS VALLEY RD. z Q Mp LU N EXT .STAIR LANDING 5.00'- - - -- - SAN MARCOS,CA 92069 - I -- P:760.744.1036 O Q ,t Z O) FRONT ELEVATION STONE TYPE:TBD 1/41' = 1141 COLOR:TBD Lu ROOF PLAN_______________________ 1 _ APPLICATION:TBD 40.50'--- -------------------------------------------------------------------------------------------------------------- ------------------- -------------------------------------------------------------------------------------------------------------�Jqq7- -EAR-ELEVATION - VERIFY DIRECTION 4'-11/2" 37.95' 4 L 1/4" _ 1'-01' - WEIGH :<10 F. NOMINAL MAX_RIDGE HEIGHT WEIGHT:<10 --------------------------------- ----------------------------- -------- - METAL ROOFING: ( CLASS ' ) -------------------------------- Lu 38.00' 5 3f = MANUFACTURER: CUSTOM-BILT METALSjk- Q N ROOF PLATEITYP.L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - __- - - ._ - - - - - - - - - -. . - - - - - - - - - - - - - - - - _ CHINO,13940 AGNOLIACA 91710 AVE. 35.67' CHINO,CA 91710 (� P:909.664.1500 � N E24 > ,� _ • PRODUCT:STANDING SEAM METAL ROOFING,CB-150(NON-REFLECTIVE) MAX FLAT7 ----------------------------------- -�------------------ `O ------ - -- _ - _ ` _` --- ---- --------- ------------- ------------------- --- ----------------------- ------------------- ---- - --------------------------- COLOR TBD L U 33.00'--- N = u O - 14' IT NOTES:USE CONTINUOUS 16"PANS-VERIFY W/.ARCH.SIZE&LOC'N.OF SEAMS .. I - - - - - 10 (NO TRANSVERSE SEAMS)REF DTL 1/A-4 o WEIGHT VIEW DECK T.O.S. (TYPPP.) - - - - - - - - - - - - - - - - - - -3;1 - _ - - 312 CODE: I :APPX.22048 LLL Vw - - - - - - - - - - - - - - - - - - - - - - - - - - - CODE. ICC#ESR 2048,CB 150 rh VIEW DECK PL LYSI I - - - - - - - - - THIRD FLOOR CONCRETE TILE ROOFING: 28.58' - _ _ gT Q m THIRD FLOOR PL(TYP.) jL PRODUCT: TBD O 13 - - 27.58' MFGR: BORAL - - - / COLOR: NATURAL,TO BE APPROVED BY ARCH.&OWNER Q O APPLICATION:N/A ` 16 117 WEIGHT: 7LBS./S.F. Z z U: I[. _ n.�.n_ COOL ROOFING: Q N m PRODUCT: BUILT-UP COOL ROOFING SYSTEM ¢ T.'. r - n MFGR: DURO-LAST ROOFING, INC. MASTER T.O.L _L _ _ _ _ _ _ - - - 525 MORLEY DRIVE �jg 58' - - - - TT ' - - SAGINAW,MI 48601 T r�-_MASTER FLOOR PLATE(TYP.1 - - _ 2 - - I -. - - _ SECOND FLOOR T.O.S. v 18.50' = - - - - - - - - = = - - - -- 1 - - - - COLOR. WHITE - T- - - - - SECOND FLOOR PLATELTYPB - - APPLICATION:TBD 17.50' CODE: CLASS'A'MIN.REQT.(ICC#ESR-1660) 1 _�f WEIGHT:N/A. DOCUMENT VALID UPON GUTTERS: MATERIAL: METAL-COPPER/ALUM. PAINTED KYNAR m L� SHAPE:HALF ROUND/SQUARE(5")(VERIFY W/.ARCH.) _ 11 r GARAGE DOORS: I - - - 10 = - SUPPLIER: RANCH HOUSE DOORS ---- - - -- - WWW.RANCHHOUSEDOORS.COM FIRST FLOORRR�O.S. _ -- - FIRST FLOORLT.O.S. STYLE:CUSTOM .o0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - F9F - - - - - - - - - - go. 0' v l MATERIAL:CUSTOM BUILT,WOOD&GLASS WATERPROOF DECK MEMBRANE: ORIGINAL SIGNATURE TUFFLEX POLYMERS EXSTAIR LANDIN_G. - - - - - 10880 APOPLAR AVE. O `T 5.90 m P:909.3492016 0 o c °z m WWW.TUFFLEXPOLYMERS.COM v c s Z 1 vQ v RIGHT SIDE ELEVATION - VERIFY CODE: ICC#ESR-2505 `Z d - > 2 DIRECTION FLASHING & WEATHERSTRIPPING: _a3¢ � ,922 O T - N �J 1/4" = 1'-0" PROVIDE MIN.24 GUAGE METAL(16 OZ.)SHEETING(TO MATCH)FOR ALL EXTERIOR FLASHING& �-' 0 0-.2 E�.n WEATHERSTRIPPING APPLICATIONS. VERIFY W/.ARCHITECT ANY UNCONVENTIONAL ENVELOPE U 5 W.2 r°cam E 37.86' �38.00T---------------- 3 o 38.00' WATERPROOFING AREAS PRIOR TO INSTALLATION. OJ Q ozo 37.95' � _ as° HT.CERT REQU Uu N a �� HT.CERTREQ'D � mavy vi NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT za� 0. - MAX. RIDGE HEIGHT MAX. RIDGE �, a& --------- -------- -- a LABEL LLJ 1-z --------------------------------------------------------------------- - ----- \ A ` - A MATERIAL SCHEDULE o dna ROOFPLATELTYP.L - - - - - - - - - r T - - - - - - - - - - - - - - - ROOF PLATELTYP.) j mwya NE 35.67 - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - ¢ ° _ 35.67 Z W �a m �o E 3_s t 6 32.37 10 1 33.00' 4 W = 0>,d N 00 0 zs T OTE REF ROOF PLA OR ALL PLATE HTS & RIDGE HTSr ° -4 HT.CERT REQ'D HT.CERT REQ'D ---�-_ a v MAX FLAT = --mom (� W (/� ommEO ` c ° 8 NOTE: N A3 F -------- ----- �33.00' ------33.00'ZI a c v� � w o r > 10 - N J ddw m=�a LL 50 KEYNOTE LEGEND Q ° 2 0 ya2= __� � H 22- , ' z ILL: -__�T_ 1 DOWNSPOUT-KYNAR FINISH TO MATCH METAL ROOFING,SHAPE AS SEL.(ARCH.TO APPROVE) >_ 5 L3 v GUTTER KYNAR FIN ATC ROOFING,SHAPE AS SEL PRO WG '-r m " ° ¢ _ EW DECK T.O.S._( 2 ALUMINUM - ISH TO H METAL OFING,S VIDE SHOP D S. E � O F= F W t � 0 - - - - - - - - - - _ . . - - - - - - - - - - VIEW- - TYP.) I1 TO ARCH. W c'� m 'o c U•-' U m lln ACI THIRD FLOOR T.O.S. TYP� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ _ _ _ _ _ 1 _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ VIEW DECK PL�TYPJ�C/ 3 STANDING SEAM METAL ROOFING-REF.MATERIAL SCHEDULE A-5 -°° a ° '��4. v 18.87 T 28 58 4 BRICK VENEER-REF.DTL.9/AD-1 &MATERIAL SCHEDULE G y' o= d,o=`o _ o THIRD FLOOR PL_(TYP.)_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - �i - --r-Ts - 5 CHIMNEY CAP/SPARK ARRESTOR-[DTL 21/AD-11 DECORATIVE SHROUDS SHALL NOT BE W ro a():`c) m � 2/.58 - - INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE W ITH THE SPECIFIC FAC.BLT.CHIMNEY SYSTEM AND ARE INSTALLED IN REVISIONS - _ ACCORDANCE W/.MFGR.INST.INSTRUCTIONS.CMC 802.4.2.4) 6 ROOF-STANDING SEAM METAL W/.KYNAR FINISH-COLOR AS SELECTED-REF.MAT.SCHED.A-5 NO. REVISION DATE �: eg 7 BOARD&BATTEN WOOD SIDING-REF.MAT.SCHED.A-7 8 EXTERIOR GUARDRAIL- N. O IGHT 9 PROVIDE TWO OPENINGS,,BOTTOM M OFF OPENINGS TO BE WITHIN 1 FOOT FROM GRADE AND BELOW THE TOP OF CONCRETE CURB SUPPORTING THE SILL PLATE.PROVIDE 1 INCH OF OPENING PER FOOT OF _ 8 '�- '-Q❑ -I FLOOR AREA(NBMC 15.50.200(D))GARAGE IS APPROX.400 SF PROVIDE(4)6'X1'-7"OPENINGS,SEE -- 7 - - - ELEVS. o L IL7J M a 10 STUCCO FINISH-MIN.7/8"THK.W/.DIA.LATH,COLOR AS SEL. LL _ - - - N m 11 MAIN SERVICE PANEL,400 AMP MAX. MAINTAIN 36"CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) N ¢ v18.58 - - - - - - - - - - - - MASTERT.O�TY5P ) n 19.58' SECOND FLOOR T.O.S. TYP. _ - - - T MASTER FLOOR PLATETYP. - - - T - - - - -- _ - - T18. 0d - 111111111111111111111111 Ak-SECOND FLOOR PLATE - v 17 - - . -.L I 77 T Er- - -- E a 4 �s 7 ® - OB NO. 3 �;, _ 409-2017 s a: DATE ° a 4/05/2017 a SHEET NO. l FIRST FLOOR�.O.S� z L T - - _ - - - - - - - FIRST FLOOR NO.S - - - - - 9.00' 9 9 ° -o- - T 9.00' J �.. ° • - e EXT. STAIR LANDING ° - - - - _ 5.90' _ A11111111111114sO IIIIII-III LEFT SIDE ELEVATION - VERIFY I-III-III-III-I � � I-III-III-I � � �-III-III-III= DIRECTION 1/4" = l'-O" W = - F - Q - z __ - 7 Z Q W _ O Z 1 O2 3 4 O5 6 O7 8 I � -- -- \ GARAGE 0 6 6 -- �+ y o+ 5 14.5 L6+ c� 4 I L-------------j io \ N \ N ___________ __ ______� r_-- ��J--------------- ------------------ -� -- J_N I V-CA)________TYP AT . . 6 Z AT HFX U ----- THISLINESD_y\ v' - ---------------------- --------------------� E -------------- - 6------- -------------------------------- -? Y ? ---- SD-2A 6 U Z = \ i itis s tiOGfs \ F � ~ Q I (� II S I ------------- \ _____________J i it i i \ W U m • i <SBDB)2 TYP ATZLLL______ _______ _ J----- � D_'�- SLCf� SLOPED GB _ �EV�cfCR i — � GB AT - — � w m d \ 4x6WSINPSCN DD 4 T =_____ ----- - 1 F-FXE3`ID \ 0) PBlk16ATB6f& + 5.5' _____ ----- - i \ Lu 0 � Z \ MCQVVFdUrATED SD 2 s / _ s l I D TYP I STR/WSATTCP KGs �; 18'THCKCCNCM4TSLABATI GIBE& SD-2 \ ___-- --- - C C zR2'SMDCAz215ML \ r-------r 1 1 L r�+ 5 VAFMEL6F" }2TH4TMEfSA5WE I \ -- ---- -- - 1745CLASSARCC�VM 4'THCKB4SE i \ y - I 1 1 I Cr 1/Z'Cf2 LAFSGE2 CLEAN PGC�4TE N \ h' Z MIDAOCNCMXDESI(3NV\, ICHVMLL ADC7FESS BLE3�INC�SFRWACG.AND I 7 q CLF4JNGVV�2'OCEA4CHVVAYT88 i \ 1' AA \ SD-3 I \ L------1 EE .7j J%, Z"FI i N \ W --- \ U C,4I Z Cfl \ I ------- 4x6VVS \ W N j I 1 I 1 ABL)16ATBC3TTB6L& I FCC D\AA: DTATED 0 Z U \ # J-------------------------------------------y�G i A TYP i STR�WSATTCP \ (n 1 I 6 s �6�- s�. \ z ., • . i SOG SD 2 60� bo y�s ----� O I _ __ - ----------------- - - ------------- --- L------------- � L---- Z !V 115' 1 • • • • 1' I N \ LL OO ---------_ ________ - ------- ----------___ ____ __� O LPFdZ3Y L W r ---------------__ _ ________________ '� A � NMTYP �l 15' 8 _� / �l \ �G ,TYP / V J m ~ Z \ SD-2UJ tt jATHD — — — — — — — — — — — — — — — — — — A SIM TYP SEE LL O SD 2A NOTE 8 BELOW z w I � z C� 1 O2 O3 4 O5 6 O7 8 E O un Li IJJ 1 1 3 FOUNDATION PLAN PROJECT W w v E SCALE: 1/4"= V-0" NORTH ~ Q I- u v u O � c c Z o - V Q ESS/ TryJ PLAN KD Eom3 �s e12 QpY 1- FCR0N43ISICNSN0TSHalVV, SE£AF H[ E7-T�DPAVMNGS -- INDIC4TESTYPECF•SI-�VMTHCPB\JNGS 2- FCR NCDTPS&ITICNNOTSHCMCNTHSSIEf, SEESHSfSao- % VMTHMN4>dDCE>f&1CR2FGIDOJUVSATEACH E3\D * ; 3- FcR CENERAL Noms, sG-®ILED&LEC$\L76 SEESal &Sa1A &Fa LURID MNMJV1 TOTAL LBVGTH(Lt)& U 4. FCRSEOCF� RJCCRFRNANGPLANSE3=S2 �� • EFFECTIVELBVGTH(Le)PEP�� B F 0 5. FCR F47CF FRAIVINC SEE SHAT S 3 C L 6. FCRSI-EARAALLATVCD GRBCLTSs SE£SCFEC LEEYSDD. t L SD-0 7. FCRVVJCDSRJDVVAILASSB VELY, SEEVVa1LELE\/ATICNGSD?A 0023117 8. INSTALLSTPAPSATALLVMN X3/\6At�ODCCR.SC�ATSFEARV\PL S - IN71C4TESTYFECFSFEPRJ�LLVUII IMN4>d C6T&1 IN VMTHDETAIL/VSa2A UVSSSLCNC$2STPAPSFWVEBEEP4 CR2FC1:�Aj B\DAIDF�UPID O ¢ Y O nSFECHEDCNFLAN B w lo� 2 M 9- R76TSATBAD CFSI EAF?t�SI WLLBEFULL I EJOfTTYPICALU-NO 3 SD-0 W W rN 3: i o L -- - INJICATES\SsE D3-S,M,, ' CSTFWTYPEA�DLBH OLS _EPEi2 0 0 a s g IN71CAMS STEP CXD\, N'SIAB DEFf;ESSlCN LEGEND TITLE REPORT/EASEMENT NOTES BENCHMARK INFORMATION NORTH409 N BAY FRONT gAY FRONT o - - BLOCK WALL NEWPORT BEACH, CA 92662 BENCHMARK NO: NB3-15-70 CONCRETE SURFACE -D-D-0- - WROUGHT IRON FENCE (WIF) a APN: 050-031-02 DESCRIBED BY OCS 2002 - FOUND 3 3\4" NCS SITE ( ) ALUMINUM BENCHMARK DISK STAMPED "N133-1570", ALLEY BBQ - BARBECUE SET IN THE EASTERLY END OF A CONCRETE LLLL NO TITLE REPORT PROVIDED SEAWALL. MONUMENT IS LOCATED IN THE P - CENTERLINE LLLL - TILE SURFACE SOUTHWEST CORNER OF THE INTERSECTION OF FF - FINISH FLOOR PARK AVENUE AND SOUTH BAY FRONT, 15 FT. FFG - FINISH FLOOR GARAGE SOUTHERLY OF THE CENTERLINE OF PARK AVENUE Q P�� ui AND 6 FT. WESTERLY OF PEDESTRIAN WALKWAY. FL - FLOW LINE LEGAL DESCRIPTION MONUMENT IS SET LEVEL WITH THE TOP OF THE FS - FINISHED SURFACE SEAWALL. REAL PROPERTY SITUATED IN THE CITY OF NEWPORT BEACH, GM - GAS METER COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED �P J� SCO - SEWER CLEAN OUT AS FOLLOWS: ELEVATION: 7.986 FEET (NAVD88), YEAR LEVELED 1992 P 4Q WIF - WROUGHT IRON FENCE BLOCKLOT 5 OF RESUBDIVISION SECTION WM - WATER METER BAALBOA ISLAND, AS PER MAP RECORDED N BOOK 6, PAGES 30 OF ( ) - EXISTING ELEVATION MISCELLANEOUS MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. P Q - SEARCHED, FOUND NOTHING, SET NOTHING BASIS OF BEARINGS BEARINGS SHOWN HEREON ARE BASED ON THE � - FOUND LEAD AND TAG STAMPED 'LS 4749' CENTERLINE OF THE ALLEY PER R.S.B. 231/11-12, �P BEING N75°00'29"W. F J� T.B.M. - TEMPORARY BENCHMARK P N SET ON A LEAD AND TAG STAMPED ' LS 4749' QPM O ELEVATION = 5.76 FEET O N VICINITY MAP NO SCALE z 0 a= Of U N W cm � \ z \ t0 ko (7.78)BH V A V A A �- N 1�1 5 6.75 SAND A A V A A -' � � 5.85 V A V A A \ QM Z \ EXISTING O� \ FS \ \ \ \ \ rn BUILDING \ \ \ \ \ \ Z It ❑ (5.84) \ (6.09 25.54 30.01 (5.76) BULKHEAD \ \ \ \ \ 0Y U FL \ FS ROOF CHIMNEY TOP 6 23 \ FS 5 g7 LINE \\ \\ \\ \ \ \ LL Q J m FS 2' TALL Fs \ \ \ \ \ GRAPHIC SCALE • _j x Q 6.30 PROPERTY M FS LIN N36°01'59"E 91.03' WALL 5.74 \ \ \ \\ \ \ 4 LL - - FS \ \ \ \ \ 4 4 8 1,6 6.08 5.95 6.04 6. 15 7.09 F \ \ Q 2 ❑ FS (6 .80) 6.58 \ \ J \ FS 6.9Fs FS 6.78 FS ` \ \ \\ \ \ \ ( IN FEET ) U ❑ Z (5.83) V 33.86) FL \ \ \ \ 1 INCH = 8 FT. Q to - c FS \ \ \ \ \ W N \ \ RIDGE LOT 5 ` � \ \ \ m W J Z 5.97 6.80 (6:76) \ \ \ \ \ Z W DRIVEWAY EXISTING cr 0 � \ \ \ \ \ ❑ 1 IL o FFG BUILDING nno Co-) FS FS Q � (7.79)BH \\ \ \ \ \ \ F- - Q � �� (6.03) �/� � n n (�n0 0 6:60 \� ; N � 6.75 SAND \ \� \\ \\ \\ \\ Z 5.68 \ (5.84) �`z FS UUl L \L� O LRS�U IJ D V �U O IJ�J O FS \ �J \ \ F Z FL SCO w 6.39 0� \\ \V A A A Z ❑ 6.01 �107 Q)H Q)H E o IL D ��^ ��IH ID PROPERTY S �' BULKHEAD \ \\ \v` L 1� I d N PROPERTY FS 7.23 LINE o LINE �J \ \ N N 5.72 \ LINE M o N❑ `0o D0O (34.61 ) FF \ \ CO \ WM (5.8 G CHIMNEY TOP B \ \ \ N t1 NG 6.81 �Q\ \ m 5.71 FS O (6:39) \ \ U U EfJGM WOOD 6. 15 6.25 FS (5.87) \ \ Z o\/F-L -- FS (5.59) STAIRS FS F5, \ 0- G� 8.26 6.21 6 2 1. 8. 11 N PROPERTY 6.00 a \ 5.76 FS FS FS 8.07 5.75 J (7.79)BH TBM LINE FS FS \ FS 7.02 SAND co SCO (34.47) p (5:52) \ CHIMNEY TOP N = U FL 5.88 EXISTING00 \ FS BUILDING \ \ N Q II 3 Q w o X 00 N U � \ (35.35) \ \ (32.36)- CHIMNEY TOP O4 \ \ RIDGE ' \ \ SURVEYOR'S NOTES 1. SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY \ CORNERS OR OFFSETS BEFORE STARTING GRADING. PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. co w co > N \ D z Q N AGATE � � o A VENUE '� Iz o 10c awLO opmo 0 z z O o0Q w Na `SG z C) 0 4/03/2017 m a a` No.8516 ° PA L D. AFT, P.L.S. 8516 DATE Exp.12/31/18 LICENSE-RENEWAL DATE 12/31/18 OF CA`\F�Q��P NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE J PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINIONLLJ LO ~ v REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THEw o 0 CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, EITHER EXPRESSED OR IMPLIED. N SHEET NO. Z U 1 OF 1 w