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Home My WebLink About02_14 Beacon Bay Coastal Development Permit_PA2017-106COMMUNITY DEVELOPMENT DEPARTMENT PLANNING DIVISION 100 Civic Center Drive, P.O. Box 1768, Newport Beach, CA 92658-8915 949-644-3200 www.newi)ortbeachca.gov CITY OF NEWPORT BEACH ZONING ADMINISTRATOR STAFF REPORT August 24, 2017 Agenda Item No. 2 SUBJECT: 14 Beacon Bay Coastal Development Permit (PA2017-106) SITE LOCATION: 14 Beacon Bay Coastal Development Permit No. CD2017-051 APPLICANT: Brandon Architects, Inc. OWNER: James and Cindy Helfrich PLANNER: Liz Westmoreland, Assistant Planner 949-644-3234, Iwestmoreland(a)newportbeachca.gov GENERAL PLAN/ZONING DISTRICT • General Plan: (RT) Two -Unit Residential • Zoning District: (R-2) Two Unit Residential • Coastal Land Use Category: (RT -C) Two Unit Residential — (10.0 — 19.9 DU/AC) • Coastal Zoning District: (R-2) Two -Unit Residential PROJECT SUMMARY A Coastal Development Permit to demolish a 2 -story, single-family residence and garage and construct a new 3,991 -square -foot, 3 -story, single-family residence with attached 662 -square -foot, 3 -car garage. The design includes hardscape, walls, drainage facilities, and approximately 386 square feet of landscaping. The project complies with all applicable development standards and no deviations are requested. RECOMMENDATION 1) Conduct a public hearing; 2) Find this project exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, because it has no potential to have a significant effect on the environment; and 3) Adopt Draft Zoning Administrator Resolution No. _ approving Coastal Development Permit No. CD2017-051 (Attachment No. ZA 1). 1 14 Beacon Bay CDP Zoning Administrator, August 24, 2017 Page 2 Land Use and Development Standards The subject property is located in the R-2 Coastal Zoning District, which provides for single -unit and two -unit residential development. This designation is consistent with the City's Coastal Land Use Plan, General Plan and Zoning Code. A coastal development permit is required and the property is not eligible for a waiver for de minimis development because the property is located in the Coastal Commission Appeal Area. The property consists of a legal lot developed with a single-family residence. 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 project complies with and is consistent with applicable development standards. The proposed single-family dwelling and accessory structures conform to all applicable development standards, including floor area limit, setbacks, height, and off-street parking as evidenced by the project plans and illustrated in Table 1 below. TmpIC 01/17/17 Table 1 — Development Standard Development Standard Standard Proposed Setbacks minimum Front Beacon Ba 3 feet 3 feet Front Shelter Cove 16 feet 16 feet Front Ocean 15 feet 15 feet Side 4 feet 4 feet Allowable Floor Area 4,920 square feet 4,601 square feet Allowable 3'd Floor Area 369 square feet 369 square feet Open Space 369 square feet 369 square feet Parkin 2 -car garage 3 -car garage Height 24 feet flat roof 29 feet sloped roof 24 feet flat roof 29 feet sloped roof TmpIC 01/17/17 14 Beacon Bay CDP Zoning Administrator, August 24, 2017 Page 3 TF. RMrom • The proposed development is located on the shoreline. An off-site sandy beach separates the project site from Newport Bay. The project site is not protected by a bulkhead or other form of shoreline protection. • A Coastal Hazards Analysis was prepared by Geosoils Inc. to analyze potential hazards at the project site including wave run-up and sea level rise. The proposed finished floor is 9.11 feet (NAVD 88) which is higher than the 9.00 feet (NAVD 88) standard. Additional waterproofing will be provided to an approximate elevation of 11.7 feet (NAVD 88) when and if it becomes necessary in the future. The Coastal Hazards Analysis concludes that the proposed development is reasonably safe from coastal hazards for the next 75 years including shoreline movement, waves and wave runup, and flooding with moderate future sea level rise projections. • Pursuant to NBMC Section 21.30.015(E)(5), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. • The property is located in an area known for the potential of seismic activity and liquefaction. All projects are required to comply with the California Building Code (CBC) and Building Division standards and policies. Geotechnical investigations specifically addressing liquefaction are required to be reviewed and approved prior to the issuance of building permits. Permit issuance is also contingent on the inclusion of design mitigation identified in the investigations. Construction plans are reviewed for compliance with approved investigations and CBC prior to building permit issuance. Water Quality • The property is located within 100 feet of coastal waters. Pursuant to Municipal Code Section 21.35.030, 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. Construction plans and activities will be required to adhere to the approved CPPP. Tmp1[: 01/17/17 3 14 Beacon Bay CDP Zoning Administrator, August 24, 2017 Page 4 • 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 polluted runoff and hydrologic site characterizations, a sizing standard for BMPs, use of an LID approach to retain the storm runoff volume onsite, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to the building permit issuance. Public Access • The project site is located between the nearest public road and the sea or shoreline, but redevelopment will not affect public recreation, access or views because development is consistent with applicable development standards including building height and setbacks and construction will be limited to the project site. • Vertical access to the public beach is available directly adjacent to the site along Shelter Cove. The property is also not located near public view points or coastal view roads, as designated in the Coastal Land Use Plan, and will therefore not impact public coastal views. ENVIRONMENTAL REVIEW This project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15303 under Class 3 (New Construction or Conversion of Small Structures) of the CEQA Guidelines, California Code of Regulations, Title 14, Chapter 3, because it has no potential to have a significant effect on the environment. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the demolition of one single-family residence and the construction of a new 3,991 -square - foot single-family residence and 662 -square -foot 3 -car garage. PUBLIC NOTICE Notice of this public hearing was published in the Daily Pilot, mailed to all owners and residential occupants of property within 300 feet of the boundaries of the site (excluding intervening rights-of-way and waterways), including the applicant, and posted on the subject property at least 10 days before the scheduled hearing, consistent with the provisions of the Municipal Code. Additionally, the item appeared on the agenda for this meeting, which was posted at City Hall and on the City website. Tmp1[: 01/17/17 4 14 Beacon Bay CDP Zoning Administrator, August 24, 2017 Page 5 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. For additional information on filing an appeal, contact the Planning Division at 949-644-3200. Prepared by: Liz fstmoreland, Assistant Planner Jc/law Attachments: ZA 1 Draft Resolution ZA 2 Vicinity Map ZA 3 Project Plans Tmpl[: 01/12/17 Attachment No. ZA 1 Draft Resolution 0 RESOLUTION NO. ZA2017-### A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH APPROVING COASTAL DEVELOPMENT PERMIT NO. CD2017-051 TO DEMOLISH AN EXISTING SINGLE-FAMILY RESIDENCE AND CONSTRUCT A NEW SINGLE-FAMILY RESIDENCE AND ATTACHED 3 -CAR GARAGE LOCATED AT 14 BEACON BAY (PA2017-106) 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., with respect to property located at 14 Beacon Bay, requesting approval of a Coastal Development Permit. 2. The lot at 14 Beacon Bay is legally described Lot 14 of Record of Survey 2010-1095 in Book 251 Page 46 of Record of Surveys, in the office of the County Recorder of Said County. 3. The applicant proposes to demolish a 2 -story single-family residence and 2 -car garage and construct a new 3,991 -square -foot, 3 -story, single-family residence with attached 662 -square -foot, 3 -car garage. The design includes hardscape, walls, drainage facilities, and approximately 386 square feet of landscaping. The project complies with all applicable development standards and no deviations are requested. 4. The subject property is located within the (R-2) Two Unit Residential Zoning District and the General Plan Land Use Element category is (RT) Two -Unit Residential. 5. The subject properties are located within the coastal zone. The Coastal Land Use Plan category is (RT -C) Two Unit Residential — (10.0 — 19.9 DU/AC). 6. A public hearing was held on August 24, 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 meeting 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 meeting. SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION. 1. This project is categorically exempt pursuant to Title 14 of the California Code of Regulations Section 15303, Article 19 of Chapter 3, Guidelines for Implementation of the California Environmental Quality Act (CEQA) under Class 3 (New Construction or Conversion of Small Structures). 2. Class 3 exempts the demolition of up to three single-family residences and additions of up to 10,000 square feet to existing structures. The proposed project consists of the 7 Zoning Administrator Resolution No. ### Paqe 2 of 7 demolition of one single-family residence and the construction of a new 3,991 -square - foot, 3 -story, single-family residence with attached 662 -square -foot, 3 -car garage. SECTION 3. REQUIRED FINDINGS. In accordance with Section 21.52.015 (Coastal Development Permits, Findings and Decision) of the Newport Beach Municipal Code, the following findings and facts in support of such findings are set forth: Finding: A. Conforms to all applicable sections of the certified Local Coastal Program. Facts in Support of Finding: 1. The proposed development complies with applicable residential development standards including, but not limited to, floor area limitation, setbacks, height, and parking as evidenced by the project plans. a. The maximum floor area limitation is 4,920 square feet and the proposed floor area is 4,601 square feet. b. The proposed development provides the minimum required setbacks, which are 3 feet along Beacon Bay, 15 feet along the property line abutting the beach, 4 feet on the side, and 16 feet along Shelter Cove. c. The highest guardrail and other flat elements are no more than 24 feet from established grade (9.86 feet NAVD88) and the highest ridge is no more than 29 feet from established grade, which complies with the maximum height requirements. d. The project includes garage parking for a total of three vehicles, complying with the minimum two -car garage parking requirement for single-family residences with less than 4,000 square feet of habitable floor area. 2. The neighborhood is predominantly developed with two- and three-story single-family residences. The proposed design, bulk, and scale of the development is consistent with the existing neighborhood pattern of development and expected future development. 3. The development fronts the Newport Bay with a sandy beach separating the project site and the water. A Coastal Hazards Analysis was prepared by Geosoils, Inc. The report concludes that the proposed project is reasonably safe from coastal hazards for the next 75 years including shoreline movement, waves and wave runup, and flooding with moderate future sea level rise projections. The project site is not protected by a bulkhead or other form of shoreline protection. The proposed finished floor is 9.11 feet (NAVD 88) which is higher than the 9.00 feet (NAVD 88) standard. Additional waterproofing will be provided to an approximate elevation of 11.7 feet (NAVD 88) when and if it becomes necessary in the future. 06-02-2017 8 Zoning Administrator Resolution No. #### Paqe 3 of 7 4. Pursuant to NBMC Section 21.30.015(E)(5), the property owner will be required to enter into an agreement with the City waiving any potential right to protection to address situations in the future in which the development is threatened with damage or destruction by coastal hazards (e.g., waves, erosion, and sea level rise). The property owner will also be required to acknowledge any hazards present at the site and unconditionally waive any claim to damage or liability against the decision authority, consistent with NBMC Section 21.30.015(D)(3)(c). Both requirements are included as conditions of approval that will need to be satisfied prior to the issuance of building permits for construction. 5. 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 Municipal Code Section 21.35.030, 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. Construction plans and activities will be required to adhere to the approved CPPP. 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 characterizations, a sizing standard for BMPs, use of an LID approach to retain the storm runoff volume onsite, and documentation of the expected effectiveness of the proposed BMPs. Construction plans will be reviewed for compliance with the approved WQHP prior to the building permit issuance. 8. Proposed landscaping complies with the Implementation Plan Section 21.30.075. A condition of approval is included that requires drought -tolerant, and prohibits invasive, species. Final landscape plans will be reviewed to verify invasive species are not planted. 9. The project site is located between the nearest public road and the sea or shoreline, but redevelopment will not affect public recreation, access or views because development is consistent with applicable development standards including building height and setbacks, and construction will be limited to the project site. Vertical access to the public beach is available directly adjacent to the site along Shelter Cove. The property is also not located near public view points or coastal view roads, as designated in the Coastal Land Use Plan, and will therefore not impact public coastal views. 06-02-2017 9 Zoning Administrator Resolution No. ### Paqe 4 of 7 Finding: B. Conforms with the public access and public recreation policies of Chapter 3 of the Coastal Act if the project is located between the nearest public road and the sea or shoreline of any body of water located within the coastal zone. Fact in Support of Finding: 1. The proposed project is located between the nearest public road and the sea or shoreline. SECTION 4. DECISION. NOW, THEREFORE, BE IT RESOLVED: 1. The Zoning Administrator of the City of Newport Beach hereby approves Coastal Development Permit No. CD2017-051, 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 24TH DAY OF AUGUST, 2017. Patrick J. Alford, Zoning Administrator 06-02-2017 -T Zoning Administrator Resolution No. ### Paqe 5 of 7 EXHIBIT "A" CONDITIONS OF APPROVAL (Project specific conditions are italicized.) 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. 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. Prior to the 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. 6. Coastal Development Permit No. CD2017-051 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. 7. The project is subject to all applicable City ordinances, policies, and standards, unless specifically waived or modified by the conditions of approval. 06-02-2017 22 Zoning Administrator Resolution No. ### Paqe 6 of 7 8. 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 improvement in the vicinity or if the property is operated or maintained so as to constitute a public nuisance. 9. Prior to the issuance of 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. 10. Prior to the issuance of a building permit, the applicant shall pay any unpaid administrative costs associated with the processing of this application to the Planning Division. 11. Prior to the 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. 12. Prior to the issuance of building permits, the applicant shall submit a final construction erosion control plan. The plan shall be subject to the review and approval by the Building Division. 13. Prior to the issuance of building permits, the applicant shall submit a final drainage and grading plan. The plan shall be subject to the review and approval by the Building Division. 14. Prior to the issuance of building permits, the applicant shall submit a final landscape and irrigation plan consistent with Implementation Plan Section 21.30.075. These plans shall incorporate drought tolerant planting, non-invasive plant species and water efficient irrigation design. The plans shall be approved by the Planning Division. 15. All landscape materials and irrigation systems shall be maintained in accordance with the approved landscape plan. All landscaped areas shall be maintained in a healthy and growing condition and shall receive regular pruning, fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation systems shall be kept operable, including adjustments, replacements, repairs, and cleaning as a part of regular maintenance. 16. 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. 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 06-02-2017 12 Zoning Administrator Resolution No. ### Paqe 7 of 7 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 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. 20. 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. 21. Best Management Practices (BMPs) and Good Housekeeping Practices (GNP's) shall be implemented prior to and throughout the duration of construction activity as designated in the CPPP. 22. 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. 23. 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 14 Beacon Bay Coastal Development Permit including, but not limited to, Coastal Development Permit No. CD2017-051 (PA2017-106). 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, attomeys' fees, and damages, which City incurs in enforcing the indemnification provisions set forth in this condition. The applicant shall pay to the City upon demand any amount owed to the City pursuant to the indemnification requirements prescribed in this condition. 06-02-2017 i3 Attachment No. ZA 2 Vicinity Map 14 VICINITY MAP I in ' y,, Subject Property L'. Coastal Development Permit No. CD2017-051 (PA2017-106) 14 Beacon Bay 15 Attachment No. ZA 3 Project Plans 1( _.. _.. PROJECT NAME SHEETHELFRICH RESIDENCE _.. _.. # DRAWING TITLE STATUS AIC - �o -. .... .... ........ ........ ............. ................ ....... _ _ ARCHITECTURAL SITE PLAN EXHIBIT &G RADE PLANE LU ... ..A-0.0- . _ AP -1 BUILDING AREA PLANS = N U o0 v a c — m L-1 PLANTING PLAN Q 3 C2 PRECISE GRADING PLAN p �Q o� A-1.0 3-DIMENSIONAL VIEWS ...... Y m I � A-2.0 FIRST FLOOR PLAN � ®� A-2.1111 S€COND FLOOR PLAN THIRD FLOOR PLAN LLLL�LL-L W J -LJ L ' I I J III�AM 1L'_uJ�L-- I WJJ-L-LWLW � W_.WWIIWWI II - 11J 11 � W -WW A-4.0 EXTERIOR ELEVATIONS& MATERIAL SCHEDULE. ' W�- I- __, - - f _ _ LI-�- A-4.1 EXTERIOR ELEVATIONS - -ILLILdLLWI L �WW�WWIL - II III --L1_ J Wl1J1WJ W_ A-5.0 BUILDING SECTIONS . " 11 Il 2 U -WL - o= S-2 FOUNDATION. PLAN W_W LWWW J 1 .LL Q w � =m IWWW TT___I.,_j WL -I I , - _ IIII I IIII IIII IIII 111 J - Z SUR TOPOGRAPHIC SURVEY �_L l I ,. . WJJWLI ® u ® �1llWW® II � J -r L I_ �I - , WWWWW_l CLW_ 1L W f m IL 1111 El= I -, - e ❑LLLL � - I! -IJ_ WLW L� 11 - � - W — �0 ® o m -- - r o ............... --- .... ........... ............ LU ZZ U UQ Uj LU} W _ _.... .. ......_ - . .. _ . LL Z ........ .. ......... .... .......... _. - J ..... ......... . ..... ........ _ _ _ ....... ....... W _ .. ... _ HELFRICH _ ... - DOCUMENT VALID UPON . 14 BEACON BAY DR. NEWPORT BEACH, CA 92660 - .. - -..... ALUMINUM 1, REF. STRUCT. FOR STRUCTURAL OBSERVATIONS BY ENGINEER OF RECORD, SLIT. SON .(STRUCTURAL OBSERVATION REQ'D.) - DIG ALERT: _. 1.800.227.2600 ARCHITECT'. BRANDON ARCHITECTS, INC. OWNER: JIM 8 CINDY RICH - -.. 2. FIELD TEST SOUND SUPPRESSING RECESSED CAN LIGHTS SPECIFIED IN DTL 4/AD-2 STC TO BE 45 OR GREATER BETWEEN UNITS, AFTER INSTALLATION.. ......... SOUTHERN CALIFORNIA EDISON: ...1.714.895.0246' CHRISTOPHER BRANDON, AIA - ..151 KALMUS DR., STE G-1 __. 14 BEACON BAYAY DR.- NEWPORT BEACH, CA 92660 _ ... _ _ _ _ ..._ ..... .... .. ............... ..... .... .__. -_ - '. < . �.. -12/AD-25TC CONCRETE 3. FIELD TEST FLOOR/CEILING ASSEMBLY FOR SOUND TRANSMISSION AS SPECIFIED IN DTL" TO BE 450R GREATER BETWEEN UNITS, AFTER INSTALLATION, PER CBC - SOUTHERN CALIFORNIA GAS: 1.800.427.2000 ..... COSTA MESA CA 92626 _ P'. 714.754.4040 F: 714.754.4004 �.B�a�do�A«mt�cs�on ---.. - - ,.. ............. - . - 207 ORIGINAL SIGNATURECITY & OBSERV'S WATER & SEWER: 1.949.644.3011CERTIFICATIONS V PROFESSIONAL ENGINEER CIVIL ENGINEER ZEARTH C p PACIFIC BELL TELEPHONE: ...1.800,750,2355 FMH ENGINEERING, INC. �.......... FADY HAKIM, PE LIC #75736 FORKERT ENGINEERING &SURVEYING, INC. THOMAS RUIZ o `o c « Z c -O TLZ .; - - GYPSUM - PLASTER 1. LANDSCAPE PLAN; BBQ; FIRE PIT; ACCESSORY STRUCTURES, MASONRY OR CONCRETE WALLS/FENCES; RETAINING WALLS OVER 4 FT. HIGH FROM THE BOTTOM OF THE FOUNDATION TO CITY OF NEWPORT BEACH PUBLIC WORKS DEPT.: 410 GODDARD, STE 200 IRVINE, CA 92618 22311 BROOKHURST ST., STE. 203 HUNTINGTON BEACH, CALIFORNIA 92646-8498 Q� c O N @�,��mm p)C m THE TOP OF WALL; UNDER SEPERATE SUBMITTAL (FOR H.O A PURPOSES). P: 1,949,644,3311 P 949245.8000 P: (714) 963-6793 F: (714) 963-7296 A TQ 2'N a : m _ 2. POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES REQUIRE SEPARATE REVIEWS AND PERMITS. F: 1.949.644.3318 a 3 Q m y moa s s m m Q N L. - -- - INSULATION -RIGID 3. SUBMIT SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT PER ARI STD. 275. SOUND LEVEL Q CITY OF NEWPORT BEACH PLANNING DEPT.: h m C m O r o `- E as T .. o U >_ GENERAL CONTRACTOR: G O OR LANDSCAPE DESIGNER:U LA DSCAd WITH TIMER AND NEIGHBORS CONSENT). NOT TI EXCEED ASUR MEET WITH TIMER ADJACENT 'LOCATION OF MEASUREMENT TO BEAT ADJACENT PROPERTY PATIO OR OPENING. General Information Line: (949)644-3200 Zoning Information Line:(949)644-3204 WINK LE CUSTOM HOMES - DAVE S - - - w w zz o o 2.E HaS o,�N `O Lk—SITE MASONRY - BRICK 4. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN SAND FOR SHORING AND - - JAKE W. WINKLE 33971 #110 DANA POINT SW '20271 SW ACACIA ST., NEWPORT BEACH, CA 92660 2DPLA 9 - - � m w o W of m o. N fO > ° ~ `o Q �, r � `p- o �� UNDERPINNING. CONTRACTOR TO PROVIDE A COPY OF OSHA PERMIT. - - - - CITY O F NEWPORT BEACH BUILDING DEPT.: - -0A 92629 949.873.3125 - LAVE .. DAVE@OPLANDSCAPE.COM -_ . Z p c m U 10 --i.. -- MASONRY -CONCRETE BLOCK .. 5. FIRE SPRINKLERS REQUIRED, CONSTRACTOR TO SUBMIT FIRE SPRINKLER DRAWINGS FOR ARCHITECTS APPROVAL PRIOR TO SUBMITTING TO CITY. OBTAIN FIRE SPRINKLER PERMIT PRIOR (949) 644-3275 General Administration (949) 644-3288 Permit Counter JAKEW INKLE@GMAILCOM .. - _ - -- _ - - _ _ - - a Q — z m = « m ... TO CALLING FOR ROOF SHEATHING INSPECTION. - (949) 644-3255 Inspection Requests Z Q M m c m o m a mr o .. .. - - SURVEYOR: OILS ENGINEER: .« ';E PLYWOOD / GLU-LAM TIMBER NEWPORT BEACH FIRE DEPARTMENT: - 100 Civic Center Dr. New o t Beach CA 92660 P " - APEX LAND SURVEYING, INC. PAUL CRAFT, LIQ NO. 8516 "' _S COAST GEOTECHNICAL, INC. ' MING IRAN .NWE. ... W. COMMONW - < o. m o o d t r a m E ; « « � c — o � .. .. ........... ... ...... ........... P: 949.644.3106 ... ..... HUNTINGTON BEACH, CA 92646 P: 71a 488.5006 F. 714.333.4440 1200 EALTH FULLERTON, CA P. 714 870 1211 ... - « m � ° m o " - _ ° ° a TS] �� C N CLS O n nm ,,, SAND ORANGE COUNTY HEALTH SERVICES: .. W.O. # 524316-01, DATE JAN. 10, 2017 .... _ � 5 E -0= a r w -ma v o o E g 2c9 NOTE: DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR TO SUBMITTAL TO LOCAL AGENCY FOR REVIEW, .... . .. .. . PO BOX 355 SANTA ANA, CA 92702 LLI w+mL >. m T y `o 'p m _ a 12 ..... .INTERIOR ..... ..... i s+ p C.N.B. NOTE: CHRISTOPHER BRANDON, ARCHITECT IS THE DESIGN PROFESSIONAL IN RESPONSIBLE P: 714.834.3882... '- DESIGNER: NUTT DESIGN---- m a 2 0 w a .L° t o c `p-'« d m '0 �0 oFo i STEEL --- --- - _.CHARGE OF THE PROJECT, RESPONSIBLE FOR REVIEWING AND COORDINATING SUBMITTAL DOCUMENTS PREPARED BY OTHERS, INCLUDING PHASED AND DEFERRED SUBMITTAL ITEMS, FOR --- -- -- --- - --- -- -KELLY 3195 RED HILL AVE, STE E COSTA MESA, CA 92626 --------.. - - - - - - - - - - - - - - - - - V / o.= ? o :� 0 3 c COMPATIBILITY WITH THE DESIGN OF THE BUILDING(NBMC 15 02.010) P 562.882.1274 w V 0 a o?� WOOD 1 U— U o S.owo Nd _ F NCC o.0 S]"20N MATERIAL LEGEND9 DEFERRED SUBMITTALS 7 AGENCIES & PUBLIC SERVICES 4 PROJECT DIRECTORY 2 REVISIONS �� DE NBMC NEWPORT BEACH MUNICIPAL CODE) S' NO.REVISION . DATE r ' _ NORTH ARROW R SC BUILDING AREA SCHEDULE LEGAL DESCRIPTION:. CALIFORNIA CODES: 2016 CBC, 2016 CFC, 2016 CEC, 2016 CPC, AND 2016 CMC, 2016 CAL GREEN Name AREA.. COMMENTS LOT 14 BOOK 251 PAGE 46 COUNTY RECORDER - OCCUPANTLOAD -17 , N 90 00'00" E PROPERTY LINE TAG FIRST FLOOR 1672 SF '.050-222-12.. .. APN. - OCCUPANCY CLASSIFICATION R-2 / U ... ... Distance 1 SIM'' SECTION INDICATOR SECOND FLOOR 1897 SF THIRD FLOOR 369 SF -�-. � � LOT INFORMATION: OCCUPANCY SEPARATIONS (GARAGE) . 1 -HR. J 1 / A101 / -TOTAL LIVING 3939 SF 3 -CAR GARAGE 662 SF R-2 SITESITE AREA -"5,000 S.F. BUILDABLE AREA: 2460 S.F. TOTAL ALLOWABLE AREA: 2.0x 2460S.F.= 4920S.F. FLOOR & FLOOR -CEILINGS N/A TYPE OF CONSTRUCTION V -B - SPRK'R. PROJECT DESCRIPTION. Room name TOTAL GARAGE 662 SF REQ'D. OPEN VOLUME= 2460x 15= 369 S.F (T-6" HT. MIN ) OPEN VOLUME PROVIDED =369+S.F. FIRE SPRINKLER: YES ROOM TAG (NAME / AREA) GRAND TOTAL 4601 SF TOTAL ALOWABLE THIRD FLOOR AREA 369SF - HEIGHT 3 STORY SUBJECT PROPERTY LOCATED IN NEWPORT BEACH, CA IN AN AREA ALONG THE HARBOR KNOWN AS 150 SF .....-.. TOT .ALLANDSCAPE AREA: 386SOFT BEACON BAY. THE LOT IS APPR. 50' WIDE BY 100' DEEP, ZONED R-2 AND APPROX. 5,000 SF. THE PROPERTY % i ` SIM CALL -OUT TAG FLOOR AREA REF. 81T-1.0 INCLUDES AN EXISTING TWO STORY HOME AND GARAGE TO BE DEMOLISHED. CLIENT PROPOSES TO BUILD A101 I ALLOWABLE BLDG. AREA N/A A NEW 3 STORY SINGLE FAMILY RESIDENCE OF APPRX. 3,991 SQFT AND 662 SF. GARAGE TO BE WOOD (PER CBC TBL. 503) FRAMED WITH A SLAB FOUNDATION. THE PROGRAM INCLUDES: LARGE EAT -IN KITCHEN WITH ISLAND, NOOK Name ELEVATION INDICATOR OUTDOOR AREA SCHEDULE EXISTING BUILDING INFORMATION: AND PANTRY, GREAT ROOM WITH FIREPLACE, DINING ROOM, ELEVATOR, POWDER AND MUSIC ROOM. THE Elevation EXISTING SINGLE FAMILY W1 GARAGE TO BE DEMOLISHED SECOND FLOOR CONSISTS OF A MASTER SUITE, LAUNDRY ROOM, OFFICE AND 2 SECONDARY BEDROOMS � '. .. REVISION FLAG NAME AREA COMMENTS EXISTING S.F. 3613 S. F. AND THE THIRD FLOOR HAS AN ADDITIONAL POWDER AND DEN CONNECTING TO THE ROOF TOP DECK. A , 20R@ 71/2° STAIR TAG (NO. OF RISER & HEIGHT) EXT. STAIR 30 SF UNCOVERED OPEN SPACE 227 SF UNCOVERED ZONING INFORMATION JOB NO 2017-14 THREE CAR GARAGE WILL BE ATTACHED OFF BEACON BAY. THE MAIN LIVING SPACES WILL BE DESIGNED AROUND THE HARBOR VIEW WITH OPEN INDOOR/OUTDOOR LIVING. THE PROJECT IS OF <1i> WINDOW WALL TAG OUTDOOR 74 SF PARTIALLY COVERED OPEN 40 SF COVERED TOTAL BUILDING AREA= 4,691 S.F. DATE 07/13/2017 TRADITIONAL/TRANSITIONAL CAPE COD DESIGN WITH EXTERIOR MATERIALS OF RICH QUALITY AND HIGHLY GRAND TOTAL 372 SF FRONS SETBACK: iS FT, SHEET NO. DURABLE PRODUCTS. THESE INCLUDE BUT ARE NOT LIMITED TO NATURAL WOOD SHINGLES, BRICK 01 DOOR TAG ftEAft SETBACK.3 Fr. LEFT SETBACK4F VENEER, DECORATIVE WOOD CARPENTRY AND TRIM, WITH ACCENTS OF COPPER METAL ROOFING AND �J - - - - - RIGHT SETBACK,6 FT. GUTTERS. 11 .......... WINDOW TAG KEYNOTETAG ---_ ....... --- - --- -- --- Tiiiiiiiiiil 00 VICINITY MAP/ PROJECT DESCRIPTION 11 ANNOTATION LEGEND 10 PROJECT STATISTICS 8 SITE INFORMATION 5 CODE REVIEW 3 1 SHEET LIST 1 s7 000❑o 000❑❑❑o ff 0-'� 00 U El ❑❑0❑0❑❑❑11 �o❑ opo ❑ 8'-1118" OPEN e 40 SF J 16'-03/8° m m D� -1118" G A M "v 21'-6 1' - 5 7/8" 12'- 71/7' � 3 -CAR A GE 11'- 7 7/8" 66 F ST FLOOR 92 D 1672 SF H � T / i r 5'-113/4" E N S. w 27'-3118" 21'-6" S� _�c5'-113/4" � 5' 81/8'. ❑ � ��❑❑❑�❑ FIRST FLOOR (T.O.S. 1/8'1 = 1'-0" wl SECOND FLOOR 1/8" = 1'-0" O.S. THIRD FLOOR (T.O.S. 1/8" = 1'-0" LOT INFORMATION: ZONED: R-1 SITE AREA: 8,640S.F. BUILDABLEAREA:5,174 S.F. TOTAL ALLOWABLE AREA: 1.5 x 5,174 S.F. = 7,761 S.F. HOA TOTAL ALLOWABLE AREA:.5 x 8,640 S.F. = 4,320 S.F. REO'D. OPEN VOLUME= 5,174 x.15 = 776 S.F. (7'-6" HT. MIN.) OPEN VOLUME PROVIDED= S.F. )JECT NAME HELFRICH RESIDENCE SUS AIC r /'� o E V J N p � U N UO� Y 1672 SF U � O T O L S m m v Lu 1897 SF m F o 0 H t N 1 — � U 369 SF f0 f0 VyZmocmmv h C o0 U U a 5 c m m Z ¢ m L N C N m c 3 -CAR GARAGE Q c� 3 z 3 3 CD � M�a �o z 0 0 N� 6 C v r U N � Ove C c- T v � E � 4601 SF Y mmx m�mo y" m %- 0 m �2 W r w Z W 0 W w V LL J W CV QU m z = OU Q Lu m m� �O a w z DOCUMENT VALID UPON ORIGINAL SIGNATURE o BUILDING AREA SCHEDULE -mm �2z maZ9 Name AREA COMMENTS R m O c ' FIRST FLOOR 1672 SF O T O L S m m v SECOND FLOOR 1897 SF m F o 0 U:;L m am umi �v THIRD FLOOR 369 SF z VyZmocmmv Q¢ z m m 3939 SF 5 c m m Z ¢ m L N C N m 3 -CAR GARAGE 662 SF m=3E o.ma to-sa 3 w p v p J C J� v y N U C m m 662 SF 0 C m C L ty T CO 'mmo a� LL a��E� o o m m E m; c Q 6 C v r U N � Ove C c- T GRAND TOTAL 4601 SF z mmx m�mo y" m %- 0 m OUTDOOR AREA SCHEDULE ,2Zm o 0 O E 'o J`o = Q v m aFF-� o�m—O¢0 N c'C GU a a U m U U NAME AREA COMMENTS z L _ EXT. STAIR 30 SF UNCOVERED Q I j >- Q OPEN SPACE 227 SF UNCOVERED < = m w OUTDOOR 2 74 SF PARTIALLY COVERED a� z m OPEN 40 SF COVERED 0 Orr GRAND TOTAL 372 SF U 06 W d o LU co o Lu Co z M w Z W 0 W w V LL J W CV QU m z = OU Q Lu m m� �O a w z DOCUMENT VALID UPON ORIGINAL SIGNATURE o 1 NO. I REVISION I DATE 1 JOB NO, 2017-14 DATE 07/13/2017 SHEET NO AP -1 -Z c 'Moo -mm �2z maZ9 c c50 m m R m O c m� �Z drnm �o a3¢ wmoat O T O L S m m v a U cwEm'�oc a6 m F o 0 U:;L m am umi �v U) w'�N W'E�'U z VyZmocmmv Q¢ z m m 5 c m m Z ¢ m L N C N m m=3E o.ma to-sa 3 w p v p J C J� v y N U C m m N 0 C m C L ty T CO 'mmo a� LL a��E� o o m m E m; c Q 6 C v r U N � Ove C c- T C•^1 V um1 —d "'m v d cc W 2 .. mC 2, ms z mmx m�mo y" m %- 0 m ,2Zm o 0 O E 'o J`o 0 m o c U- U v m aFF-� o�m—O¢0 N c'C GU a a U m an-'OQ h SQ 0 REVISIONS 1 NO. I REVISION I DATE 1 JOB NO, 2017-14 DATE 07/13/2017 SHEET NO AP -1 ).30) AC T I 1111111RAMN SHELTER COVE 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 22 1 I I I I ENCHROACHMENT PERMIT 11 AGREEMENT IS REQ'D. FOR ANY WORK w PROPOSED IN THE PUBLIC R.O.W. ALL HOA GRASS PER LAND. DWGS HOA GRASS PER LAND. DWGS 13 NON-STANDARD IMPROVEMENTS o SHALL COMPLY WITH CITY. 8' MAX. PER HOA F14 I LL I 0 � I � I 2 11.32' (N.) TP. l 9.95' (N.) TW. 11.32' (N.) TP. 11:32' (N.) TP. 10.16' (N.) TW. 11.32' (N.) TP. 10.16' (N.) TW. 10.16' (N.) TW. 11.32'(N.) TP. (E.) 9.55' N.G. ` J 19 (E.) 9.89' N.G, 17 (E.) 9.89' N.G. (EJ 9.59' N.G. NOW OOH OO•,E 17 1 OO.00, (E.) 9.43' N.G. (E.) 9.27' N.G. 19 (E.) 9.28' N.G. 17 (E.) 9.94' N.G. (E.) 9.94' N.G. PLANTED AREA NEW ENTRY GATE 12 ❑ 10.(E 19(9N4, N G 40'-61/2" 2a I PLANTED AREA • 80 40 ❑ - Q CLR. ❑ 35 ❑ j 34 El �. tEl - - - - - - 32 STEP PER CIVIL � Z. L ENCHROACHMENT PERMIT f N AGREEMENT IS REQ'D. FOR �� DRIVE o u- a m ❑ O ❑ o u a ANY WORK PROPOSED IN THE `� - - - q -- o - - T > o LLo O p ❑ 33 o F.P. 25 PUBLIC R.O.W. ALL NON- STANDARD STANDARD IMPROVEMENTS �( _ wnrER ❑ SHALL COMPLY WITH CITY. �� ❑ ❑ �� ❑ ❑ GATE J ❑ FOUNTAIN ❑ Li Li - ❑ �� -❑ - PLANTED AREA 10.16' (N.) TW.. 36 PLANTED AREA - L r L ----(E.) 9.89'N.G. _13'-73/4" 4'-81/2" --- -- - ---- - --....- - --- ----- ---- ----� -__ _________________ _____ ______ 28 18'-41/4° 20'-3° ENTRY P.L. TO STREET C.L. CLR. 747 P-0121 15-0 F.Y.S.B. 0 T -0„i - • 15'-01/2" W RY.S.B. 43 18 16 15'-0„ O * �_--- O I I I I I ,--- ,, MUSIC ROOM DINING ROOM GREAT ROOM F.O.F. I III �T4 o C) I zs FOYER 4 91r T.os. COVERED PORCH I z O I � SLOPE PER CIVIL NOTE: MINIMUM 6" RAISED CURB AROUND BLDG. FOOTPRINT (10' TC) TO o J = BE WATERPROOFED AS A LIST - PREVENTATIVE MEASURE FOR WATER 18 I 'ry r28 INFILTRATION. REF. TO COASTAL ` Z o 1 27 HAZARDOUS ANALVIS AND SHEET S-1. 43 3 -CAR GARAGE I1 1 up 0 9.11' T.O.S 16 I L � 10.36' T.O.S. I 28' 9" SLOPE PER CIVIL UP In N I _ i 28 --- -- TAIRCAS s ELEV. --- - - L= ❑ PWDR. 27 C. SII ; 43 ---- - KITCHEN 18 --- a I PANTRY l 3'-01/2" 'l I II II II II I 20'-3° 11 11 EQUIP. NJ ❑ UP II II II 16' CLR. TRASH LOCI. LL 38 III II II N N O 3,-6„L 15 LL c m m en a 44 - n ❑❑------- =1 n FTr2 F.O.F. GATE o o C6 N F n n❑ m 35 LL:o o a o v o ' o OUTDOOR R v v 12.61' (N.) TW. 15.93'(N.) TW. N2 LL N00° 00' 00"E 100.00' (E.) 9.93 FS. I (E.) 9.93 FS O LL ° O � LL ' I r - EXISTING STRUCTURE- NOT A PART (9.67)AC / > 'WM > > > > > > ERTY (10.07)T INE (9.57)AG 5)H P.89) TALL 9.59)> Wq\ /(Nc� N00° 0'00">E 10000' ?) �O❑❑ -1 F ❑❑ ❑ FS (9.55) ❑�❑❑❑�❑❑❑�❑❑❑ ❑❑❑ EE m E:]❑❑o� 71)0❑❑o❑❑n PT. 1 -9.71 FS N �I❑❑❑9 ❑EEl FS (9.41) _ AC OEDGE OF-- 32.59 PAVEMENT AC PAVEMENT T 14- W ¢ ((g,� /AC 3) ELI I (9.21) j x(8.73) NG FS > (9.47 > Aii (AN NC4 (NC'28) 1.5�WAL�. G TALL 9) WIN / (8.60) / NG ❑❑ ° moo' 0El ❑ ❑❑ 9.74 ❑ o ❑D 0 oEl I El Lls Nr 9. • IIR rely E `•1 X469.1 I • •tb0- \_ ■ ■ ■ ■I- 1=■L�r. � IowILI PROPERTY - LINE Ill■rr ._L. 1_� WM PT. 2 - 9.93 FS F (9.71 FS x(9.52)\(9.92) AC FS (9.69 JFS FS I°) FS 93) T TALL PLASTIC FENCE FS \ \\\\ \ FS FF °�mun�nluma e� ■ .. 1101111 I10 FS IOU IJ 0 EXISTING BUILDING POLE > (9.49) > 4 � NG �"j 4Eq1 PT. 3 - 9.79 FS 141:118111=rC•]J 9.11 (10.09) FF N 0 0 to 0 0 � O - Z ry X8.66) NG (8.66) NG NE SAND (8.51)_ NG U) z �( Qp W r - m LU LL Ooo U) o Q o CO M z U.S.BULKHEA1 LIKE 63 AK III I < (9.81)G _. F {"FS �] LI II I1 n `� ((s8 82 ) (9.FS PT. 4 -10.00 FSI ! /NG N00°00'00"W 28.00' (9'69) PROPERTY FS LINE -(8.59) NG NG 9) NG (27.29) ROOF jII15.93'(N.)TW.12.61' (N.)1 LL (E.) 10.00' NG. (E.) 10.00' NG. m O 41 ' LL • �I PT. 1 - 9.71 F.S. PT. 2 - 9.93 F.S. PT. 3 - 9.79 F.S. PT. 4 - 10.00 F.S. TOTAL - 39.43/4 = 9.86 (E.) 9.81' NG. 2 GRADE PLANE EXHIBIT 1/8 _=V-0. ARCHITECTURAL SITE PLAN 6if=1 0 DOCUMENT VALID UPON TRUE NORTH PROJECT NORTH NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). PER GUIDELINES, NO PATIO SHALL BE DECORATED WITH PLANTINGS, SCREENS, OR FURNISHINGS THAT APPRECIABLY INTERFERE WITH THE NEIGHBOR'S VIEW OF THE BAY. DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE ORIGINAL SIGNATURE (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. r � " mzz oo C.N.B. NOTES: 9 c L z a- z 9 1.1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT EE o o . RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS,m M z d mm o CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE 06 t m 9 r ; d PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED z a � o L EC BY THIS PERMIT. Q 0 s °� 0 aE m E 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN J '6 � LOU 5 a 0 a `o H N=> 'A d 0 ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS a v ; v m `o." „ DEPARTMENT. �' `0 4 ar a H oa 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR LIJ - cz � z o SHORING AND UNDERPINNING. ~ m az ,� IF `m $ LANDSCAPE NOTES: = z ¢ M_Ey � y o 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W.x o d m a r o 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING J¢ o o H AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. Q w m c°- E ; °a _0 L m Q� LIJ py NU -C l°N._ T � CO '�O C N C L ty z ami°5mE-o�t dw J N - 1. FIELD VERIFY PRIOR TO PROCEEDINGIW ITHOCONSTRUCTION. ELEVATIONS. IF ANY DISCREPANCIES ARE ENCOUNTERED, NOTIFY THE ARCHITECT Q o r o m n 6 9 U N 0 L 2. LAW REQUIRES DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE IS VALID. TOLL FREE J ^ C N L 70 4n 1.800.227.2600 TWO WORKING DAYS BEFORE YOU DIG. LLI LL � � d o � � :? y 5 Z6 ---E 11°ooE 3. MAINTAIN A MINIMUM OF 2 % POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. L: LLI N u - m x - 15 0 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CODES OF THE GOVERNING AUTHORITY AND SPECIAL REQUIREMENTS OF THE = Q E r - i5 F - � F v BUILDING PERMIT. 25 N v p E -' o W o W d 5. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANV W ORK. N !1/ Q.a mum: 6 _ -6 6. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' CUT VERTICALLY AND FOR SHORING & UNDERPINNING. L•L LL O a 0) ( ) r E m0�=�E I, CONTRACTOR TO PROVIDE CITY W/./ COPY OF PERMIT. < �-/ H $ ¢ o 7. VERIFY LOCATION OF WATER METERS, ELECTRIC METERS AND GAS METERS INDICATED ON PLANS ARE IN ACCORDANCE WITH REVISIONS SERVICING UTILITY COMPANY REQUIREMENTS PRIOR TO PLACEMENT, REPORT ANY CONFLICTS TO ARCHITECT IMMEDIATELY. 8. ALL SUBSURFACE DRAINS SHALL BE SCHEDULE 40 OR SDR 35 ABS 4" MIN. NO. REVISION DATE 9. CERTIFICATION OF SUITABLE FILL (INCLUDING TRENCHES, BACKFILLS, RETAINING WALLS, PAD/ROUGH GRADE, ETC.) AND ITS SATISFACTORY PLACEMENT SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE BUILDING DEPARTMENT. 10, ALL UTILITY TRENCH BACKFILL SHOULD BE PLACED TO THE FOLLOWING STANDARDS: 90 OF THE LABORATORY STANDARD IF NATIVE OR SAND MATERIALS ARE USED AS BACKFILL. 11. EXTERIOR TRENCHES PARALLELING A FOOTING AND EXTENDING BELOW A 1:1 PLACE PROJECTED FROM THE OUTSIDE BOTTOM EDGE OF THE FOOTING SHALL BE COMPACTED TO 90 % OF THE LABORATORY STANDARD. SAND BACKFILL SHOULD NOT BE ALLOWED IN THESE TRENCH BACKFILL AREAS. DENSITY TESTING ALONG WITH PROVING SHALL BE ACCOMPLISHED TO VERIFY THE DESIRED RESULTS. 12. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. 13. PROVIDE PEDESTRIAN PROTECTION ADJACENTTO PUBLIC WAYS AS FOLLOWS: )JECT NAME KEYNOTE LEGEND 1 PROPERTY LINE 2 (E.) FIRE HYDRANT PROTECT IN PLACE 3 (E.) WATER VALUE LOCATION 4 (E.) WATER METER LOCATION TO BE REMOVED (REF. SURVEY& CIVIL DWGS.) 5 SIDE YARD SETBACK fi REAR YARD SETBACK 7 (E.) STREET TREE TO REMAIN -PROTECT IN PLACE 8 CENTERLINE OF STREET 9 (E.) WATER METER LOCATION 10 (E.) CARRIAGE WALK TO BE REMOVED 11 (N.) CARRIAGE WALK, PERMEABLE SURFACE, COORD. W/. LAND. DESIGNER 12 (E.) ON SITE FLAG POLE TO REMAIN AS IS - PROTECT IN PLACE 13 14 15 T6 17 18 19 20 (E.) SITE WALLS TO REMAIN AS IS -PROTECT IN PLACE PARKWAY PROVIDE (N) GRASS AS NEEDED PER HOA GUIDELINES & LAND. DWGS. MAIN SERVICE PANEL 600 AMP MAX (MAINTAIN 36 CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) -TURN STINGS AS SELECTED (N.) 24 HIGH BRICK LANDSCAPE PILASTER PER. LANDSCAPE DESIGNER." -24" MAX. ABV. N.G. OUTLINE OF EXISTING STRUCTURE TO BE REMOVED (N.) 22 HIGH LANDSCAPE WALL WHITE WASHED BRICKTO MATCH HOUSE. PER. LANDSCAPE DESIGNER. -24" MAX. ABV. N.G. FIREPLACE- PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.50B-20141 CSA2.22B-2014 COMPLIANT IDTL. 22/AD-1I (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 21 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S.(CRC R1005) 22 (E.) IRRIGATION CONTROL BOX LOCATION 23 (E.) STORM DRAIN MAN HOLE LOCATION 24 (N.) LANDSCAPE WATER FOUNTAIN, REF. LANDSCAPE DWGS. -24" MAX. ABV. N.G. 25 LOC'N. OF FUTURE FIRE PIT, REF. LANDSCAPE DWG's. -24" MAX. ABV. N.G. 26 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS 27 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 28 LINE OF OVERHANGS ABOVE 29 DRAIN LINE- IN WALUFROM ABV. (REF. CIVIL DWGS. & DETAILS) 30 OVERFLOW DRAINLINE- IN WALU FROM ABOVE(TERMINATE ABV. EXT. FLATWORK 31 ROOF EAVES ABV. 6" MAX ENCROACHMENT PER CNB. VA 342 32 EDGE OF HARDSCAPE 33 (N.) STONES SET PER LANDSCAPE DWGS. 34 (N.) 22" HIGH WHITE PICKET WOOD FENCE. PER LANDSCAPE DWGS. 35 (N.) 6' WOOD GATE, PAINT TO MATCH HOUSE. PER LANDSCAPE DWGS. 36 (E.) ELECTRICAL PULL BOX LOCATION 37 WATER HEATER - TANK-LESS(ON DEMAND) WALL-MOUNT+44"MIN.,'TAKAGI'OR EQUIV.- VERIFY SIZE REQ'D. WI. MFGR.(PROVIDE ADEQUATE N.G. CONN.) 38 EXTERIOR STAIRS - MAX. 7.75' RISE, MIN. 10" RUN, VERIFY WITH ARCH. PRIOR TO FABRICATION 39 CURB- REPAIR AND REPLACE AS NEEDED. 40 GUTTER 41 EXISTING STRUCTURE -NOTA PART 42 (E.) PROPERTY LINE WALL TO REMAIN - PROTECT IN PLACE 43 1 CAR LIFT TO BE DESIGNED BY SEPARATE GROUP 44 1-112" MAX. STEP AT OUTSW ING DOORS R311.3.1 ARCHITECTURAL SITE PLAN 6if=1 0 DOCUMENT VALID UPON TRUE NORTH PROJECT NORTH NOTE: SEE SHEET A-3.0 FOR ROOF PLAN INFORMATION NOT SHOWN ON THIS SHEET (INCLUDING EAVE DETAILS AND PROJECTION DISTANCES). PER GUIDELINES, NO PATIO SHALL BE DECORATED WITH PLANTINGS, SCREENS, OR FURNISHINGS THAT APPRECIABLY INTERFERE WITH THE NEIGHBOR'S VIEW OF THE BAY. DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE ORIGINAL SIGNATURE (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. r � " mzz oo C.N.B. NOTES: 9 c L z a- z 9 1.1. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT EE o o . RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS,m M z d mm o CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE 06 t m 9 r ; d PROPERTY OR TO OBTAIN PLANS YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED z a � o L EC BY THIS PERMIT. Q 0 s °� 0 aE m E 2. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN J '6 � LOU 5 a 0 a `o H N=> 'A d 0 ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS a v ; v m `o." „ DEPARTMENT. �' `0 4 ar a H oa 3. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' AND FOR LIJ - cz � z o SHORING AND UNDERPINNING. ~ m az ,� IF `m $ LANDSCAPE NOTES: = z ¢ M_Ey � y o 1. ENCOARCHMENT PERMIT REQ'D. FOR ANY WORK PROPOSED IN THE PUBLIC R.O.W.x o d m a r o 2. IF APPLICABLE, REF. PRELIMINARY LANSCAPE PLAN, FOR ALL HARDSCAPE & PLANTING J¢ o o H AREAS WITH REPECTIVE HEIGHTS AND MATERIALS. Q w m c°- E ; °a _0 L m Q� LIJ py NU -C l°N._ T � CO '�O C N C L ty z ami°5mE-o�t dw J N - 1. FIELD VERIFY PRIOR TO PROCEEDINGIW ITHOCONSTRUCTION. ELEVATIONS. IF ANY DISCREPANCIES ARE ENCOUNTERED, NOTIFY THE ARCHITECT Q o r o m n 6 9 U N 0 L 2. LAW REQUIRES DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE IS VALID. TOLL FREE J ^ C N L 70 4n 1.800.227.2600 TWO WORKING DAYS BEFORE YOU DIG. LLI LL � � d o � � :? y 5 Z6 ---E 11°ooE 3. MAINTAIN A MINIMUM OF 2 % POSITIVE DRAINAGE AWAY FROM THE STRUCTURE. L: LLI N u - m x - 15 0 4. ALL WORK SHALL BE IN ACCORDANCE WITH THE CODES OF THE GOVERNING AUTHORITY AND SPECIAL REQUIREMENTS OF THE = Q E r - i5 F - � F v BUILDING PERMIT. 25 N v p E -' o W o W d 5. VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO COMMENCEMENT OF ANV W ORK. N !1/ Q.a mum: 6 _ -6 6. A CAL -OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5' CUT VERTICALLY AND FOR SHORING & UNDERPINNING. L•L LL O a 0) ( ) r E m0�=�E I, CONTRACTOR TO PROVIDE CITY W/./ COPY OF PERMIT. < �-/ H $ ¢ o 7. VERIFY LOCATION OF WATER METERS, ELECTRIC METERS AND GAS METERS INDICATED ON PLANS ARE IN ACCORDANCE WITH REVISIONS SERVICING UTILITY COMPANY REQUIREMENTS PRIOR TO PLACEMENT, REPORT ANY CONFLICTS TO ARCHITECT IMMEDIATELY. 8. ALL SUBSURFACE DRAINS SHALL BE SCHEDULE 40 OR SDR 35 ABS 4" MIN. NO. REVISION DATE 9. CERTIFICATION OF SUITABLE FILL (INCLUDING TRENCHES, BACKFILLS, RETAINING WALLS, PAD/ROUGH GRADE, ETC.) AND ITS SATISFACTORY PLACEMENT SHALL BE SUBMITTED BY THE SOILS ENGINEER TO THE BUILDING DEPARTMENT. 10, ALL UTILITY TRENCH BACKFILL SHOULD BE PLACED TO THE FOLLOWING STANDARDS: 90 OF THE LABORATORY STANDARD IF NATIVE OR SAND MATERIALS ARE USED AS BACKFILL. 11. EXTERIOR TRENCHES PARALLELING A FOOTING AND EXTENDING BELOW A 1:1 PLACE PROJECTED FROM THE OUTSIDE BOTTOM EDGE OF THE FOOTING SHALL BE COMPACTED TO 90 % OF THE LABORATORY STANDARD. SAND BACKFILL SHOULD NOT BE ALLOWED IN THESE TRENCH BACKFILL AREAS. DENSITY TESTING ALONG WITH PROVING SHALL BE ACCOMPLISHED TO VERIFY THE DESIRED RESULTS. 12. FIELD INSPECTORS TO REVIEW AND APPROVE UNDERGROUND SERVICE REQUIREMENTS PRIOR TO CONCRETE PLACEMENT. 13. PROVIDE PEDESTRIAN PROTECTION ADJACENTTO PUBLIC WAYS AS FOLLOWS: )JECT NAME TABLE 3306.1 PROTECTION OF PEDESTRIANS HELFRICH RESIDENCE SUS DISTANCE FROM CONSTRUCTION TO LOT LINE AIC r /1 o E V J N p � U N U Ox Y Less than 5 feet Barrier and covered walkway ° LU More than 8 feet 5 feet or more, but between one-lourth and one-half the height of consbuebon H t a� U None h c o 0 U v a D c� 3 z -3 3 C � 0 �a z 0 0 N� E � Y !;2 a 2 Q U U ow�U Q = m LU :5 CID Ir z oZU� LU o LU 06 Z co w iJ o � I z rn W U z W 0 U) LU LL J LU CD mU_ z OU �Q 00 W M LLI W �O LLIz When required, fence barrier and walkway cover to be constructed per CBC 3306.5, 3306.6 and 3306.7. A SITE PLAN NOTES JOB NO. 2017-14 DATE 07/13/2017 SHEET NO A-0.01 19 TABLE 3306.1 PROTECTION OF PEDESTRIANS HEIGHT OF CONSTRUCTION DISTANCE FROM CONSTRUCTION TO LOT LINE TYPE OF PROTECTION REQUIRED Less than 5 feet Construction railings 8 feet or less 5 feet or more None Less than 5 feet Barrier and covered walkway 5 feet or more. but not more than onefourth the height of construction Banner and covered walkway More than 8 feet 5 feet or more, but between one-lourth and one-half the height of consbuebon Barrier 5 feet or more. but exceeding one-half the height of construction None When required, fence barrier and walkway cover to be constructed per CBC 3306.5, 3306.6 and 3306.7. A SITE PLAN NOTES JOB NO. 2017-14 DATE 07/13/2017 SHEET NO A-0.01 19 TM IL LANDSCAPINGN W PERIVIAXL25% r� N ]CLEALONcLINE Beacon Bay was laid out to provide each lot with a view. This represents one of the assets of each leaseholder and shall be protected against encroachment No shrubs, trees or hedges H a � o shall be planted or be permitted to grow so as to impair/block the view from any lot. D U Turf area does not exceed 25 /o of landscape planting area (prohibited on slope areas U) ALUMINUM LANDSCAPE EDGING andarkwa s less than 10 feet wide ~ °0 °� PERMALOC CORPORATION, 13505 BARRY STREET HOLLAND, M1,49424 p Y ) The determination of Whether' or not a given plant does in fact impair/block such view shall be made by the Association. If the complaint against the planting is deemed reasonable, LI) Q ap O U (800) 356-9660 PHONE: (616) 399-9600 fax: (616) 399-9770 WWW.PERMALOCCOM and upon notice from the Board, homeowner shall have thirty (30) days to correct. If not corrected, the Association shall trim, prune, cutback or remove any landscaping material at V m N N LU o the owner's expense. The following rules shall serve as a guideline in making this determination. 75 /o of landscape area must be plated with climate adapted plants with an average p g g g a �-" 1-- 0 cc im C) W UCOLS plant factor of 0.3. A. Common Areas: Estradas (Lots B, D and F) a O °�' [L h ARCHITECT NOTE: CHECK OFF APPLICABLE SIZE &FINISH DESIRED 1. Trees NLU J K LU SIZE: Compost at a rate of four cubic yards per 1,000 square feet to a depth of six inches Estrada lots may have two (2) trees planted per lot facing Estrada (not in Common Area) provided that the trees present only a bare trunk without limbs or foliage below a height of N Z H Lai U ❑ 3/16„X 5" (3.2MM X 127MM), 0.116" (2.95MM) THICK seven (7) feet, and provided that the trees are trimmed to give a reasonable "window" to the bay from second stories. Waterfront Estrada lots may have up to three (3) trees within w/ 0.25 (6.35MM) EXPOSED TOP LIP ❑MF ❑BL ❑GR ❑BR setback area with the limitations provided for views of the bay as above. No Common Area planting allowed. Intent is to keep the Common Area clear of plantings and trees. 3/16„ 6" (3.2MM X 152AMM), 0.116" (2.95MM)THICK o 3 -inch mulch layer applied to all planting areas (excluding turf areas) Common Area on the Estrada is defined as from center of sidewalk in towards the home twenty (20) feet. Q D w/0.2"(6.35MM) EXPOSED TOP LIP []MF [-]BL ❑GR []BR „y�% Automatic irrigation controllers with manual shut-off valves LU 3/16„ 8" (3.2MMX203MM), 0.116" (2.95MM) THICK 2. Shrubs and Other Landscaping L1w/ 0.25X " (6.35MM) EXPOSEDTOP LIP„ No landscaping shall impair//block view of neighboring homes. No solid hedges or dense planting shall exceed 3 feet. All landscaping must be approved by the ARC. []MF❑BL DGR ❑BR Statement, I agree to comply with the requirements of the prescriptive compliance option B. Beach and Setback Areas Bordering Them (Lot 1) Q ® 3/16 12" (3.2MMX305MM), 0.116" (2.95MM) THICK to the MEW)." 1. Trees w/0.25"(6.35MM) EXPOSEDTOPLIP [:]BLL ❑GR ❑BR U ❑MF STAKE - No trees shall be planted on the beach or in the setback areas bordering the beach and estradas. **PRE -MANUFACTURED CORNERS AVAILABLE UPON REQUEST** ISOMETRICVIEW 2. Shrubs Q � No shrubs in excess of two (2) feet in height measured froln sand level shall be installed or maintained within the restricted building area fronting the beach or in excess of three (3) FINISH LEGEND: NTS feet in the restricted building areas (side yards) bordering the beach. (MF) MILL FINISH -NATURAL ALUMINUM (BL) BLACK DURAFLEX-MEETS AAMA 2603 (GR) GREEN DURAFLEX-MEETS AAMA 2603 (BR) BRONZE DURAFLEX-MEETS AAMA 2603_j NOTES: THE FOLLOWING ISA COMPUTERIZED COUNT OF ALL SHRUBS. 1. INSTALL PER MANUFACTURER'S PERMALOC CONTRACTOR SHALL VERIFY THE FOLLOWING PUNT TOTALS AND "INSTALLATION GUIDELINES" CLEANLINE XL NOTIFY THE LANDSCAPE ARGHITEGT OF ANY D15GREPANCIES 2. 8'4" (2.44 M) SECTIONS TO ALUMINUM EDGING BETWEEN THE NUMBER OF PUNTS SHOWN ON THE PUN AND THE INCLUDE (3) 18" (457 MM) w/ XLR ADAPTOR TOTALS LISTED HERE ON. SHRUBS ALUMINUM STAKES AND SYMBOL (3) XLR ADAPTORS AZA -SIN 4 BER -COR 3 3, 16-0" (4.88 M) SECTIONSTO TOP OF EDGING TO 3 GRA-MUL '0 FEU -SEL INCLUDE (5) 18" (457 MM) BE MAXIMUM OF 1 HEL-ARB 1 HYD -LAC ALUMINUM STAKES AND 1/2 (1 2.7MM) ABOVE 22 LAV -OTT 4 NAN-HAR (3) XLR ADAPTORS SURFACE MATERIAL '0= 0° 0 0 = 13 4. CORNERS - CUT BASE EDGING ROS -ICE 0 ° ° 0° O 7 GRASSUL.A MLJL71CAVA UP HALFWAY AND BED MEDIA OR ° O"p0cY.0 FEJ-SEL FORM A CONTINUOUS CORNER. AGGREGATE O 0 s 0° O° 5 OBYNEXLAS FUG -GAR o ovov0°4 FIVE GAL. WOODY PERENNIAL SHRUB. FOLIAGE IS RED BRONZE WITH ORANGE BRIGK-RED BLOSSOMS. MANUFACTURED '0 COMPACT GRADES HEL-ARB HELIOTROPIUM X'MARINE HELIOTROPE FIVE GAL. PERMALOC CORPORATION, HYD -LAG HYDRANGEA 'MARIESSI VARIEGATA LACE CAP HYDRANGEA HOLLAND MI. ADJACENTTO IMP -SPE IMPATIENSE SPECIES (800) 356-9660, EDGING TO AVOID ASSORTED COLORS, EVERGREEN PERENNIAL TO 30", COLOR ALL YEAR. LAV -OTT (616) 399-9600 SETTLING FIVE GAL. OR FOLIAGE PERENNIAL TO 2-3 PT. SHOWY PURPLE BRACKS EA. TOPPED W/ TUFT OF LARGER PURPLE PETAL LIKE BRAGKS 6. CONTRACTOR'S NOTE: NANDINA D. HARBOR DWF. DWF. NANDINA FIVE GAL. FEATHERY FOLIAGE LOW GROWING GROUND GOVER TO 18" SPREADS BY RUNNERS. FOR PRODUCT AND 18" (457MM) PENTAS LANGEOLATA STAR CLUSTERS PENTAS FIVE GAL. EVERGREEN SHRUB TO 30'. GREEN FOLIAGE, STAR-SHAPED RUBY RED FLOWER GLUSTER. PURCHASING INFORMATION ALUMINUM STAKES ROS-EDE ROSA'EDEN' PINK CLIMBER FIVE GAL. VISIT:WWW.PERMALOC.COM TO LOCK INTO ROS-DOU ROSA'DOUBLE DELIGHT DOUBLE DELIGHT HYBRID TEA FIVE GAL. XLR ADAPTOR RCS -ICE ROSA ICEBERG (GLIIMBER WHEN SPECT.) �z ALUMINUM LANDSCAPE BED EDGING PROFUSE WHITE BLOOMING ROSE, EXCELENT ON FENCES. (CLIMBING WHERE SPECIFIED) SCA-AEM SGAEVOLA AEMUL.A BLUE WONDER ONE GAL. SPRAWLING SHRUB / GROUND COVER W/ SMALL LIGHT GREEN LEAVES AND ABUNDENT BLUE FLOWERS. SYMBOL QUANTITY AZA -SIN 4 BER -COR 3 BUX-MIC 3 GAM-JAP 3 GRA-MUL '0 FEU -SEL 2 FUG -GAR 1 HEL-ARB 1 HYD -LAC 2 IMP -SPE 22 LAV -OTT 4 NAN-HAR 3 PEN -LAN 1 ROS-EDE 13 R05-DOU 13 ROS -ICE 14 SGA -AE." 7 SYMBOL BOTANICAL NAME COMMON NAME SIZE DESCRIPTION AZA -PIN AZALEA S.I. PINK LACE PINK LACE SOUTHERN AZALEA FIVE GAL. PROFUSE PINK FLOWER ON MEDIUM SIZE SHRUB WITH SMALLER LEAVES THAN MOST AZALEAS. BER -GOR BERGENIA GORDIFOLIA HEART LEAF BERGENIA ONE GAL. PERENNIAL TO 14" W/ PINK FLOWER SPIKES, GOOD EDGING PLANT OR GROUND COVER IN SHADE. - BUX-MIG BUXUS MICROPHYLLA JAPONICA JAPANESE BOXWOOD FIVE GAL. UPRIGHT DENSE SHURB WITH ERECT BRANCHING 5TRUGTURE TO BE MAINTAINED AS PRUNED HEDGE. GAM-JAP CAMELLIA JAPONIGA CAMELLIA 15 GAL. SLOW-GROWING EVERGREEN SHRUB AGID SOIL, PREFERS SHADE, 6 TO 10 FT. CRA-MUL GRASSUL.A MLJL71CAVA FAIRY GRASSULA ONE GAL. COMPACT LOW -GROWING SHADE LOVING SUCCULENT W/ GLOSSY, ROUND LEAVES IN OPPOSITE PARIRS. PITITE STAR SHAPED FLOWERS ABOVE LEAVES. FEJ-SEL FEIJOA SELLOWIANA PINEAPPLE GUAVA 24" BOX FAST GROWING EVERGREEN SHRUB / TREE W/ WHITE FLOWERS AND GRAY -GREEN FOLIAGE, EDIBLE FRUIT (MULTI TRUNK). FUG -GAR FUGH5IA'GARTENMEISTER BONSTEDT HONEYSUCKLE FUGHSIA FIVE GAL. WOODY PERENNIAL SHRUB. FOLIAGE IS RED BRONZE WITH ORANGE BRIGK-RED BLOSSOMS. HEL-ARB HELIOTROPIUM X'MARINE HELIOTROPE FIVE GAL. SUB -TROPICAL EVERGREEN SHRUB TO 30" W/ DEEP DARK GREEN LEAVES W/ COBALT BLUE FLOWERS. HYD -LAG HYDRANGEA 'MARIESSI VARIEGATA LACE CAP HYDRANGEA FIVE GAL. LARGE LEAVED SEMI-DEGIDUOUS SHRUB TO 4 FT. LARGE FLAT CLUSTERS OF SMALLER BLOSSOMS. VARIEGATED LEAF EDGE. IMP -SPE IMPATIENSE SPECIES IMPATIENSE ONE GAL. ASSORTED COLORS, EVERGREEN PERENNIAL TO 30", COLOR ALL YEAR. LAV -OTT LAVANDUL.A STOECHAS 'OTTO QUAST SPANISH LAVENDER FIVE GAL. OR FOLIAGE PERENNIAL TO 2-3 PT. SHOWY PURPLE BRACKS EA. TOPPED W/ TUFT OF LARGER PURPLE PETAL LIKE BRAGKS NAN-HAR NANDINA D. HARBOR DWF. DWF. NANDINA FIVE GAL. FEATHERY FOLIAGE LOW GROWING GROUND GOVER TO 18" SPREADS BY RUNNERS. PEN -LAN PENTAS LANGEOLATA STAR CLUSTERS PENTAS FIVE GAL. EVERGREEN SHRUB TO 30'. GREEN FOLIAGE, STAR-SHAPED RUBY RED FLOWER GLUSTER. O ROS-EDE ROSA'EDEN' PINK CLIMBER FIVE GAL. PROFUSE LARGE PINK BLOOMING CLIMBING ROSE TO 10 FT. (TIE TO WALL) ROS-DOU ROSA'DOUBLE DELIGHT DOUBLE DELIGHT HYBRID TEA FIVE GAL. PROFUSE PINK -YELLOW -WHITE 1l: RED LOW GROWING HYBRID TEA ROSE. RCS -ICE ROSA ICEBERG (GLIIMBER WHEN SPECT.) ICEBERG ROSE FIVE GAL PROFUSE WHITE BLOOMING ROSE, EXCELENT ON FENCES. (CLIMBING WHERE SPECIFIED) SCA-AEM SGAEVOLA AEMUL.A BLUE WONDER ONE GAL. SPRAWLING SHRUB / GROUND COVER W/ SMALL LIGHT GREEN LEAVES AND ABUNDENT BLUE FLOWERS. SCALE: 2"=V-0" GROUND COVER SYMBOL BOTANICAL NAME COMMON NAME SPACING DESCRIPTIONTL EO DY" -MAR DYMONDIA MARGARET/AE DYMONDA 4'0.C. TIGH- MAT TO 3" W/ YELLOW=_OWERS. FOLP.GE LOOKS LIKE A MINIATURE GAZANIA. U NOTE: ALL PLANT MATERIAL SHALL BE MAINTAINED NOT TO EXCEED 3 FT. IN HEIGHT. a Q U O LL = SHELTER COVE W O @j 1. CLINCH TIE OR EQUAL (4 REQ -D) _ _ _ _J" EDGEOFOF PLANTING_7_/� _ _T O � W I � / O / \ r� / V / � / 1 23O.C. L 1 I 2. 10' LODGE POLE STAKES, STAKE 1� _- gQ __A1_� SPACING REPAIR ALL � U >- O _ I SHALL CLEAR ROOT BALL BY 2' \ \ \\ \ \ / \ / \ / \ 111 1 2 TREATED W/ COPPER NAPTHAJNATE, I REMOVE AND REPLACE CONSTRUCTION W PLAGE AT RIGHT ANGLES TO L J DAMAGE WITH OLD WALK WITH ST. ��°1' AUGUSTINE GRASS �STINE GRASS PREVAILING WINDS. I/ \ / \ / \ / \ / \ 3 = 3. VENTILATED TRUNK GUARD v O IN TURF AREAS Imo" -`a" - 1 V• 4 '/ / \ / \ / \ / \ \ y 0}j ROS -ICE: LAV -OTT U Q O U 4. TOP OF ROOT BALL TO BE _-{ Y LAV -OTT HEL- R NN ` 5 11/2°ABOVE FINISH GRADE. -- _-1 -- L-- _-1 _ __1 _ J O r 4- wo- BUX-YIC ROS -ICE CRA-MUL ROS-DQU �( - -_� = 5. 4" HIGH WATERING BERM. EQUA ,Pati 1011E1t1Ef1.1:1&i -MIS ROS -ICE `l lfl Qj UX -1111 III IIII I- =11 IIII III NOTE: ALL MASS PLANTED SHRUBS AND GROUND w i w w 6 -IIII IIII III �' IIII COVER SHALL BE PLANTED AT EQUAL SPACING - � Z TL E (TRIANGULAR) UNLESS OTHERWISE INDIGATED ON DYM-MAR ,�( 6. 2' THICK MULCH LAYER. PER SPEC. PLANS. SEE LEGEND FOR SPACING REQUIREMENTS. ❑ ❑ ❑❑� ❑ ❑ ,,_" V O a (rl, _ U� �7 � III - � MULCH ALL PLANTING AREAS PER SPEC. ROS-DOU ❑ ❑ � ❑ � � � � C7 III 7. PLANTING TABS (SEE SPECS.) � ❑ ❑ � ❑ ❑ RI�,i- a ❑ 1111 � ❑ ❑ ❑ ❑ S S` -' .. ❑ ❑ YM -MA NAN-HAR � „ 8 ❑� ❑� ❑U❑ o ❑ R GRA-MUL ❑❑ GRA-MUL �<;' TWICE ROOT 8. ROUGHEN SURFACE OF ROOT BALL � O ❑ ❑ ❑ . �� .. ❑❑ ❑❑ BALL WIDTH PRIOR TO PLANTING. ❑ ❑ ❑ GROUND DOVER AND PEN -LAN -\:z❑ p 7 � l .._LAWr TREE PLANTING DETAIL SHRUB SPACING - R S-EDE GAM-JAP CR�,_"L HYD -LAG FUG -GAR " , FEJ-SEL ROS-EDE AZA -PIN M MUSIC ROOM ROS-EDE �DINING ROOM GREAT ROOM 4 �O z Z 2 O a 1 Q 1. GROWN OF PLANT TO BE ry 3 2 a 1" ABOVE FIN15H GRADE v 5 2. 4• HIGH TEMPORARY BASIN. Z 3 3. 2" THICK SHREDDED MULCH DO NOT TAIRCAS E L E V A T 1 O N W USE BARK CHIPS HERE PLAN CALLS W ��,. , PwDR. ELEv. �. Z 11 FOR MULCH GOVER �... KITCHEN 4 II I' LEGEND O\� 4. FERTILIZER ANDMYGORRHIZAE� 1. WALL 5 ,�' III TABS (SEE SPECS.) 0 R LAI 17 PANTRY I` 2. EYEBOLTS: 3/8' DIA. EYEBOLTS IN LEAD SHIELDS. �' - PROVIDE 6. � IIII IIII III 5. BACKFILL MIX (SEE SPECS.) � 0. DIG HOLE A MIN. OF 11/2 X THE DEPTH 3. FINISH GRADE 6 = - DATE: 7-27-17 =1111 OF THE PLANT CONTAINER :� ❑ ❑ ❑ D 4.12 GA GALV. WIRE SECURE VINE TO WIRE WfFH II=IIIIIIII-III( NURSERYMAN'S TAPE. 7 2 x 7. COMPACTED BACKFILL PER SPEC. �., DRAWN BY: D.P. 5. ANGLE TRUNK OF VINE BACK TO WALL AND BALL REMOVE STAKE $ -IE DA NOTE: WHEN PLANTING SEVERAL VINES ON ONE WALL, \_ S HE ET N O. WIRE TRELLIS SHALL BE CONTINUOUS. NOTE: UNTANGLE MATTED ROOTS BY LOOSENING ALL ROOTS AT EDGE OF ROOT BALL WITH WATER FROM HOSE. DO NOT GRACK ROOT BALL.. SHRUB PLANTING DETAIL NORTH L-IIIIIIIIIII VINE DETAIL SGAI-E: v8° = 1'-0" NON ADHERING TYPE O 8 16 24 32 40 48 GRAPHIC SCALE OF 20 GENERAL NOTES: 1. PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED. AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE ARE DEEMED SUBSTANDARD, A NEW 1 -INCH WATER SERVICE, WATER METER BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER (MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE PUBLIC WORKS INSPECTOR. 2. SEPARATE PERMIT FOR FENCES AND WALLS SHALL BE OBTAINED AT THE SAME TIME AS THE BUILDING PERMIT. 3. ALL WORK RELATED TO WASTEWATER IN THE PUBLIC RIGHT -OF- WAY SHALL BE PERFORMED BY A C-42 LICENSED SANITATION SEWER CONTRACTOR OR AN A LICENSED GENERAL ENGINEERING CONTRACTOR. 4. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6. 5. ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY THIS PERMIT 6. PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 7. AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON- STANDARD IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY COUNCIL POLICY L-6 AND L-18." CONSTRUCTION NOTES: O CONSTRUCT 5" MIN CONCRETE DRIVEWAY O CONSTRUCT 4" MIN CONCRETE HARDSCAPE. OINSTALL QROFESSI() �p S M 7 o R �2 C*lT G c 0 h r m NO. 58627 m * EXP. 12-31-18 * sT9�OF CI 3" WIDE CHANNEL DRAIN ® INSTALL 4" FLAT AREA DRAIN 5DNSTALL PERFORATED DRAIN/TRENCH PER DETAIL, SHEET C2 © INSTALL 4" PVC SDR 35 DRAIN LINE, S=0.01 MIN 0INSTALL 8" CATCH BASIN WITH FILTER INSERT BY REM INC. ®INSTALL CHCK'D: TR 4" ATRIUM GRATE DRAIN O9 INSTALL NEW SEWER CLEANOUT PER STD -406—L ON EXISTING SEWER LATERAL. N0. FIELD VERIFY R E V I S 10 N S REMOVE EXIST WALL & PLASTERS 6" TOPSOIL MIN M--_ •' DRAIN • • C BOTTOM •- •• CLOTH OP PERFORATED-• TRENCH DETAIL NTS CATCH BASIN WITH FILTER INSERT NTS COMMUNITY REMOVE (9.47) PARK Y EXISTING HARDSCAPE 100.00' 10.16 TW ��---o--- o�� o n $-------F----� ABBREVIATIONS AD CONC DWY EP FD FL FF FH FP FS FG GB GFF GFP HH HP I.P. IE OG PA PL PROP L&T MON. NTG R/W SDWK S.F.N. T.B.M. TC TF TG TOC TW WM WV y'J lal Z N W W �............. Q 00 O, t0 N O ¢ NO '9.52 1 n_4i 9.92 Ot N p rn m,9 O ao rn 3 9.69 ro ro FS of of (9.89) / 0 b _. _. , co OI W 00 OD ro n OD " 4 0 W r 4 FS r ------ 4----------- 4 ---------------- 6 ADJACENT RESIDENCE � 6 L------- ------------------ I I 10.11 TW 7 J AREA DRAIN CONCRETE DRIVEWAY EDGE OF PAVEMENT FOUND FLOW LINE FINISH FLOOR FIRE HYDRANT FINISH PAD FINISH SURFACE FINISH GRADE GRADE BREAK GARAGE FINISH FLOOR GARAGE FINISH PAD HANDHOLE HIGH POINT IRON PIPE INVERT ELEVATION ORIGINAL GROUND PLANTER AREA PORPERTY LINE PROPOSED LEAD AND TACK MONUMENT NOTHING RIGHT OF WAY SIDE WALK SEARCHED FOUND NOTHING TEMPORARY BENCHMARK TOP OF CURB TOP OF FOOTING TOP OF GRATE TOP OF CONCRETE TOP OF WALL WATER METER WATER VALVE 7[7 10.16 TW SAND 14" DRAIN N LINE S=.01 MIN �. I I 9.81 I 8.82 I G (8.79 N 21 DESIGNED: ARCHITECT: BRANDON ARCHITECTS 3001 RED HILL AVE BUILDING 1, SUITE 102 COSTA MESA, CA 92626 (714)754-4040 OWNER/DEVELOPER: JIM AND CINDY HELFRICH 14 BEACON BAY, NEWPORT BEACH, CA 92662 PREPARED BY: FORKERT ENGINEERING &SURVEYING, INC. 22311 BROOKHURST ST, STE 203 HUNTINGTON BEACH, CA 92646 (714) 963-6793 JN 9322 QROFESSI() �p S M 7 o R �2 C*lT G c 0 h r m NO. 58627 m * EXP. 12-31-18 * sT9�OF CI SOILS ENGINEER/GEOLOGIST: COAST GEOTECHNICAL, INC. 14747 ARTESIA BLVD, SUITEI-D LAMIRADA, CA90638 PH: (714)521-0169 W.0.524316-01 DATE: JANUARY 10, 2017 BENCHMARK: BENCHMARK NO: NB4-39-77 ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED: 2011 LEGAL DESCRIPTION: LOT 14 OF RECORD OF SURVEY 2010-1095 RECORDED IN BOOK 251 PAGE 46 OF RECORD OF SURVEYS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY PRECISE GRADING PLAN 14 BEACON BAY NEWPORT BEACH, CALIFORNIA SHEET: C2 DRAWN: MJ CHCK'D: TR DATE: 7/14/17 N0. DATE R E V I S 10 N S 21 PROJECT NAME HELFRICH RESIDENCE STATUS AIC r /1 o E V J N p � U N U< w U U N L N — � U 2 r N y C U o0 U L _ J C ' - a Q E v I / MN\ m V J LIHj \ i V � I F // LuJ c ILL z_ O W � vLu 06 wao co LUco kM 111111=i ISI � I 4, I / / Lu i] // z Lu1 � 1 0 \ N jamv /I, ISI v Imov III i ISI Q /i/I m U W Z 00 I I�� I til I ISI i I� Q UQ w i m m� AXONOMETRIC -SOUTHWEST n AXONOMETRIC -NORTHWEST 0 I L � L.L 7w LL Z J W DOCUMENT VALID UPON \ ORIGINAL SIGNATURE C @ O 01 m UB m a R. oz 11 ✓ d i oa m o. 2-oZnoo IBM �m@a °Tc act `m ujz a@ t m c w m I'@ E x 2uII n m \ J 3 L O N �S Z A C m m N N \ C l / oI m \ i \ X' 3 @ -Voo co mtl�–S�° @s cow o aw -O @ \� ' �i � ... - , , r / � .. ,, ,, . // - � � - � � - ' � I ✓ // yam. `--' U d in 0 @otos<m o REVISION v \ NO. DATE I I I 4 / I � I I I V — � I I I /I I \ I I / / I I Iv o� � I v I I / /I v I /I I JOB No. 2017-14 �w ISI / DATE 07/13/2017 SHEET NO. n AXONOMETRIC -NORTHEAST �I AXONOMETRIC - SOUTHEAST A-1.0 22 2 1 1 2 1 A-5.1 A-5.1 A-5.2 A 4 0 A-5.0 A-5.0 1 I I I I I I I I � p I o T p I 3'-01/2" 81'-11" 15'-01/2" 21'-6" 14'-10" 8'-0" 16'-1" T-5" 6'-6" T-5" 13'-71/2" 6" 111/8" 4'-0" 1 6'-81/2" 6'-81/2" 4'-1" 1'-57/8"2'-21/8" 1'-3" 2'-9" 1'-6" 1'-3" 4'-5" 4'-0" 4'-0" 3'-2" 5'-6" 5'-6" 1 1'-11" 4'-23/8" T-25/8" T_4" 3'-4" 1 S-25/8" 4'-23/8" 22 I AD -1 I I16 N ;1' 2" T-4" 1'-2" ----- -Q------------- �2 -------------------- 16 9O 10 - - - t- -------- ----- - - *3' --------------------4 ---- 5 --- 6 - - - 7 -- 5 -- 0N N-- --- T2o'-3" �♦ 151T I cLR z7�11 � 1z 137AD1 - 4.. 4 - - s'-91/4" - - - - 9'-91/4" ri, 12 27 • � 13 ��unu�lfdulll�l'L1yli01ulllliluutl111 1,�, 1 I _ 25' _ 8� T-0' - MUSIC ROOM Z i2� DINING ROOM R.Y.S.B 1 Q 8 \ I I I \ I 1 I I II I I I II I I I I I � A 3 Y SLOPE PER ENIL FOYER 6 A-5.2 -5.2 J I 15'_0.. s A4.1 2 I C --J 2 A4.0 - , F.Y.S.B. 1 2R@0'-71/2" 15 a o 4 10"I 9.11'_ T.O.S. 18 iI �3-CAR GARAGE 11 TVP. ;� fl P 707 2'-41/8" U S'-0114" 4�2'-91/2" 6'-81/8" 2'-8" 4'-0118" 3'-115/8" 4'-153/8" 3'-95/8" 2'-2" 1 113/4' 3 I NOTE. PROVIDE MIN. 5/8" TYPE �� _ u� h FACE 13 12 "x" GYPSUMSHTG_roINs1DE j 24 ------ -- -_ 10.36' I o zo 17 - u' -- .J.. - 12 �,R @0'-71/2" I 12 F�.. fSLOPE PER CIVIL 5'-0" 1 DP STAIIRCASE zs za 21 13 `--T 23'-11718.1-�� ✓. 21 �I E25 - d -T- 13g ,�PWDR.14 _ __� ��-------- o o I3 A-5.0 7 -� ELEV. ---4' 0--- 16 C C., - III m a r-- AD -1 3'-p^ A --CLR._-- A -1 __* L 13 25 12 13 29 26 CLR. 12 _�___- 11518" ;� I ---- _ -----! - ,, PANTRY KITCHEN I 2P v - -- - -- - - )� 11 13 12 10 17 25 LNG 12 u u 21 26 13 12 Lb �12UP v O II II� II jl ELEV. EQUIP. DWF�BENCH CLR. [�D ---- - - - I C' D 23 © � � J 14 g I 13 20 19 I 1 15 4 5 16 AD 1 15 0 "v } v 16'-113/8" 4'-65/8" 6'-47/8" 5'-3" 11'-113/4" 2'-4" 4'-35/8" 3'-6" 6'-11/2" 17'-17/8" 3'-43/8" 13'-71/2" 6" 21'-6" 1V-77/8" 48'-91/8" 1 2 1 1 A-4.1 2 1 A-5.1 A-5.1 A-5.2 A-5.0 A-5.0 MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE - BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE= 100 CFM (PART OF W HOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,991 S.F. (0.03)3,991 S.F.+[7.5 CFM x OCC. (BED. +1)] _ 119.73 CFM +(7.5x4)= 149.73 CFM REQ'D. )JECT NAME HELFRICH RESIDENCE KEYNOTE LEGEND 1 STAIRS- MAX. 7.79' RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3IAD-1 2 MAIN SERVICE PANEL, 600 AMP MAX. (MAINTAIN 36" CLEAR FROM FACE OF PANEL TO ANY OBSTRUCTION) 3 4 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS 1-318" MIN. SOLID CORE DOOR, SELF CLOSING & SELF LATCHING (R302.5.1) 5 1-1/2" MAX. STEP AT OUTSWING DOORS (R311.3.1) 8 LINE OF ROOF ABOVE 7 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 8 FURNISHINGS - AS SELECTED 9 CUSTOM BUILT DINING TABLE & KITCHEN ISLAND PER OWNER & ARCH. 10 RANGE- VERIFY APPLIANCE W/.OWNER - PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY Wl. MFGR) 11 REFRIGERATOR- VERIFY APPLIANCE W/. OWNER 12 COUNTERTOP -AS SELECTED 13 U 14 INTERIOR STAIR MOUNTED HANDRAILL-34"-38" ABV. NOSING, (36' TYP. U.N.O.), REF. DTLS. 4, 91AD-1 15 HOSE BIB -RECESSED BRASS, VERIFY LOC'N. & FIXTURE W/. OWNER 16 DOWNSPOUT -COOPER- AS SEL. (ARCH. TO APPV.) 17 KITCHEN EXHAUST HOOD - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. 18 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 19 OVERFLOW DRAINLINE - IN WAW FROM ABOVE (TERMINATE ABV. EXT. FLATWORK 20 DRAIN LINE- IN WALL/FROM ABV. (REF. CIVIL DWGS. & DETAILS) 21 SINK -AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 22 TOILET- MI N. 24" CUR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 23 EXTERIOR STAIRS -MAX. 7.75" RISE, MIN. 10" RUN, VERIFY WITH ARCH. PRIOR TO FABRICATION 24 PROVIDE POWER FOR BUILT-IN APPLIANCE/EQUIPMENT 25 UPPER CABINET - BUILT-IN, FINISH AS SEL. 26 DISHWASHER -AS SELECTED 27 WATER HEATER -TANK -LESS (ON DEMAND) WALL -MOUNT -44" MIN., TAKAGI'OR EQUIV.- VERIFY SIZE REQ'D. W/. MFGR. (PROVIDE ADEQUATE N.G. CONN.) 28 WINE RACKS -AS SELECTED- PROVIDE SHOP DWGS. TO ARCH &OWNER 29 KITCHEN SINK -AS SELECTED 30 RESIDENTIAL ELEVATOR -'CALIFORNIA CUSTOM LIFT INC.'OR EQUIV. SHAFT BIZE=59"xfi0"CLEAR-PROVIDE SHOP DWGS.TO ARCH. PRIOR TO PURCHASE 8 INSTALLATION 31 32 FIREPLACE -PREFABRICATED, GAS ONLY; BOX INSERT'DAVINCI CUSTOM FIREPLACES'ANSI Z27.SOB-2014/CSA 2.228-2014 COMPLIANT [DTL. 22/AD-1J (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFGR. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) IELEV. DOOR, VERIFY SIZE W/. ELEV. MFGR. )JECT NAME HELFRICH RESIDENCE SUS AIC ° �g 0 = E N 2 m o ° = � O W N U U OI r ¢ N=(n O)O N=N o. E>. �H- U V cn mU d F o 0 N L aI Z= �a m m 2 w c o0 U U v Z ¢ N L N C N N c 0 7 Q 3 z �3 3 C ) ti Q m > o e z 0 0 N� Nav� U N =1 E T 0 � N 2 m C- d v O J N c N_ C W.a v d= 2_52L' = Y N l0 % 12 V tC O O E r � Y N % o 0 Er" 10y ��mv Oc F F 'o w Q U U z L _ o w>_U =mLULU O Z z UQU LU W G LU O Z rn w v cz c o0 U ° �g 0 Z 2 m o ° = W o N=(n O)O N=N o. E>. �H- co N cn mU d F o 0 W � Z= �a QLLI m 0 L m ¢ Z c y m m$ Z Z ¢ N L N C N N 0 J z 'lou w U O `- O N E ¢ = O N = LLI FIRST FLOOR PLAN LL z 1/4 - 1 0 J Lu TRUE NORTH PROJECT NORTH DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR DOCUMENT VALID UPON ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 1 -HR. & SOUND RATED FLR./CLN'G. REF. DTL. 7/AD-1 0 INTERIOR FIRE RATED PARTITION REF. DTL.7/AD-1 © EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 D NEW WALL - 2 x 6 STUDS @ 16" O.C. o NEW WALL - 2 x 4 STUDS @ 16" O.C. ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL - REF. STRUCTURAL ® CONCRETE MASONRY WALL - 6" CMU U.N.O. WINDOW - REFERENCE SCHEDULE DOOR - REFERENCE SCHEDULE I I CABINET - BUILT IN CASEWORK L_ 13 ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY OFIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS A PLAN LEGEND ORIGINAL SIGNATURE JOB NO, 2017-14 DATE 07/13/2017 SHEET NO A-2.0 v cz c o0 -__ Z a ; .- ==;o ° �g 0 2 m o ° = L l0 Cm.L. N =�ry a3¢ wmoat N=(n O)O N=N o. E>. �H- Ti U�wmccccbwmE d F o 0 U:aU m am voimv U m Z M O c m m y ¢ Z c y m m$ Z Z ¢ N L N C N N Od0_ T=AN O NF J z 'lou w U O `- O N E ¢ = O N = m a3E o.oa�La 3-�vv p N = o 2 O '=O C N =Lty O= _ m Nav� U N =1 E T 0 � N 2 m C- d v O J N c N_ C W.a v d= 2_52L' = LI_ N l0 % 12 V tC O O E Y N % o 0 Er" 10y ��mv Oc F F 'o w m o U U _ _ � O IL O `W d "O lC _ E- D F- - 00 N c C O i 2 d LL Lan'o<hSQ� REVISIONS NO. I REVISION I DATE JOB NO, 2017-14 DATE 07/13/2017 SHEET NO A-2.0 2 1 1 2 1 A-4.0 A-5.1 A-5.1 A-5.2 A-5.0 1 I I I I I I � I � o I F I 4'-01/2' 80'-11" 15'-012" I 19'-6" 1 15'-10" 8'4" 16'-1" T-5" 6'-8" T-5" I3'-111/2" 1 2'-51/4" T-33/4" L, 5'-9" 4'-01/2" 1'-103/8"1'-91/8" 4'-6" 4'-6" T-212" 4'-0" 4'-0" 4'-51/2" 6-6" 4'-87/8" 451" 4'-23/8" 1 T-25/8" 6-8" T-25/8" 1, 4'-23/8" I 2 I o_ - - - - - 27 - 28 N 16 17 18 ABV. 19 � � - - - N N Io 29 - 15CN 11 CN o M ( 12:12 F 30" MIN. 20 N N s, 7 CLR. b _ "M� �°I° I v � _ v 21 3 22 / 24 25 26 z I 1 0" 31 0 - tO N 12'- 114" r -10 71a" 23 29 CLR. 25 o BEDROOM #2 20 z8 M a w BATH #2 _ 17 1412"o a'-oltz" 18 17 ABV. 15 I A5.2 41 3 - 22 � 21.51'T.O.S.. OFFICE o BV.IBELOW) FLOORDRAIN 18 47 15.12bio �� 1211 1s 7 LAUNDRYMASTER SUITE21 8 1730 10 34 C35) 2LA-4 29 M 22 30 2'-0" 3'-3" 3'-3" AD -1 v 0 12:12 12 > - 28 o 5 4 29 `v _ --- -- 10" 4'-05/8" 6-3" 4'-05/8" 1'-53/4" T-11/4" v 3'-113/4" 36 8'-41/8" '-6" T-6" O rn I N 3' - 0 5/8" 0 Sl8" I O 32 N gED o I - v NP. rn A-5.1 v 5 30 s g 18 17 0 L 3 17 24 18 20 19 o M 2 up M I A-5.1 23 1 AD -1 10 NEN 6' 0„ u o 1 • - t)^ O 3 R @ 0, _ 5„ 33 " 15 R @ 0' - 73/4 " @ N N _ -CLR. sEA7 37 i - e 22 1 \ f1a R o'-7 vz° 1 x/30" MIN. 0 5 12 r'n 8'-101/4" 4'-9" 1'-0'T-101/4" 5'-11/4" 9518" 1'-43/8 '-3518" 5'-71/2" UP DN. ---- m ' U' CLR. 14 F - I 7r 11 9 C BEDROOM #3 z1 0 L -- -__ STAIRCASE --- ---- - - - - - - STEAM HWR. 2s to W 7 C N16 qp U 38 31 I I 3 - (OPEN TO ABV./BELOW) A-5.0 I MillCLR. - =4'-0=- - Li o" - MASTER W.LC. ° MASTER BATH CLR.- -- / _ ih U 32 o 8 725:)BAT #3 26 C _ z3 DN. -- ---CLR.--- 24 18 M 39 n o I o U 30' MIN. 8� M - j ° 21 17 18 21 17, 18 21 17 CLR. N m E N io III 25 N 33 _ W.C. 131 12:12 - CLR. 2 e - --- - T - CLR. I in fn �I ,I li o o U 3'-5„ � I v I ' I 6•. 2. 6„ 2,_6„ 16- SI II------�--- �',. 110 m \ SEAT CLR. v i 2 39 38 37 11 36 35 34 6"I, 0 0 I2'-35/8" 8'-6" 2'-31/8" 4'-95/8" 1'41/8" T-31/4" 4'-35/8" 5'-11/2" 14'-33/4" 6'-95/8" 7'-31/8" 4'-05/8" 2'-41/8" 10'-812 2'53/8" - - -- - - - -� L 1770- ' - 0" 22'- 8 3/4" 7 1 9' - 5 118" 47' -11 1/8" J V - 0 1/2" 80' -1" 15'- 10 12" 1 1 2 1 1 2 A-5.1 A-5.2 A-4.1 A-5.0 A-5.0 A-5.1 MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE - BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM -1). VENTILATION TO BE PROVIDED BY EXHAUSTAIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,991 S.F. (0.03)3,991 S.F.+ ITS CFM x OCC. (BED. *1)] _ 119.73 CFM + (7.5 x4) = 149.73 CFM REQ'D. SECOND FLOOR PLAN Ll1 /4" _=l'-0" DTRUE NORTH PROJECT NORTH DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 1 -HR. & SOUND RATED FLR./CLN'G. REF. DTL. 7/AD-1 0 INTERIOR FIRE RATED PARTITION REF. DTL.7/AD-1 © EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 D NEW WALL - 2 x 6 STUDS @ 16" O.C. o NEW WALL - 2 x 4 STUDS @ 16" O.C. ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL - REF. STRUCTURAL ® CONCRETE MASONRY WALL - 6" CMU U.N.O. WINDOW - REFERENCE SCHEDULE DOOR - REFERENCE SCHEDULE I I CABINET - BUILT IN CASEWORK L- 13 ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY OFIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS PLAN LEGEND )JECT NAME KEYNOTE LEGEND 1 STAIRS- MAX. 7.75" RISE, MIN. 10" RUN, PROVIDE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE (CBC 1205.4) REF. DTL. 3/AD-1 2 WINDOW TO MEET EGRESS REQ'TS.- REF. WINDOW NOTE #4 ON SCHEDULE 3 1-1/2" MAX. STEP AT OUTSWING DOORS (R311.3.1) 4 FIREPLACE- PREFABRICATED, GAS ONLY, BOX INSERT DAVINCI CUSTOM FIREPLACES' ANSI 221.506-2014 /CSA 2.228-2014 COMPLIANT IDTL. 2ZAD-1] (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) 5 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR•S. INSTR'S. (CRC R1005) 6 WASHER -PROVIDE HOOK-UPS & POWER 7 DRYER - DRYER VENT 14' MAX. LENGTH (CMC 504.3.2) PROVIDE GAS STUB -OUT & POWER 8 FURNISHINGS -AS SELECTED 9 INTERIOR STAIR MOUNTED HANDRAILL - 34"-38" ABV. NOSING, (36" TYP. U.N.O.), REF. DTLS. 4, 9/AD-1 10 INTERIOR GUARDRAIL - MIN. 42" HIGH - 4" MAX. SPHERE OPENING, REF. DTLS. 2, 4, 91AD-1 11 EXTERIOR GUARDRAIL- AVIPROTEK, ACID -ETCHED 112" TEMP. & LAMINATED - MIN. 42" HEIGHT- 4" MAX. SPHERE OPENINGS, REF. DTLS. 4, 13, 17/AD-1 12 SHELF AND POLE- BUILT IN, FINISH AS SEL. 13 DECO. WD.CORBEL-VERIFY SIZE& LOC'N. WI. ARCH. 14 STEAM SHOWER- PROVIDE STEAM UNIT AND ACCESS PANEL 15 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 16 RESIDENTIAL ELEVATOR -CALIFORNIA CUSTOM LIFT, INC.'OR EQUIV., SHAFT SIZE =59"X60'CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 17 COUNTERTOP -AS SELECTED 18 BASE CABINET - BUILT-IN, FINISH AS SEL. 19 PROVIDE POWER FOR BUILT-IN APPLIANCEIEQUIPMENT 20 UPPER CABINET - BUILT-IN, FINISH AS SEL. 21 SINK- AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/.OWNER) 22 BASE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 23 EXTERIOR STAIRS - MAX. 7.75" RISE, MIN. 10" RUN, VERIFY WITH ARCH. PRIOR TO FABRICATION 24 CLOSET ISLAND - CUSTOM PER INTERIOR DESIGNER 25 TOILET - MIN. 24" CLR. IN FRONT, MIN. 30•• CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 26 BATHTUB - AS SELECTED (VERIFY LOC'N. OF FIXTURES W/.OWNER) 27 SHOWER - HOT -MOP PAN, PROVIDE TILE W/. CEMENT BACKING MIN. 72" HIGH: NET AREA 7.1 S.F. MIN.; 30" DIA. CIRCLE MIN., REF. DTL. 19/AD-1 28 OT. 29 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 30 ELEV. DOOR, VERIFY SIZE W/. ELEV. MFGR. SECOND FLOOR PLAN Ll1 /4" _=l'-0" DTRUE NORTH PROJECT NORTH DIMENSION NOTE: ALL DIMENSIONS ARE TO FACE OF SHEATHING (EXT. WALLS) OR FACE OF STRUCTURE (F.O.S.) TYP. U.N.O. ROUNDED TO THE NEAREST 1/8" - CONTACT ARCHITECT IN WRITING FOR ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. STAIRWAY NOTE: ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 FOOT CANDLE PER CRC R303.6 ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD *HERS VERIFICATION REQUIRED- REFERENCE T-24.1 1 -HR. & SOUND RATED FLR./CLN'G. REF. DTL. 7/AD-1 0 INTERIOR FIRE RATED PARTITION REF. DTL.7/AD-1 © EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 D NEW WALL - 2 x 6 STUDS @ 16" O.C. o NEW WALL - 2 x 4 STUDS @ 16" O.C. ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. CONCRETE RETAINING WALL - REF. STRUCTURAL ® CONCRETE MASONRY WALL - 6" CMU U.N.O. WINDOW - REFERENCE SCHEDULE DOOR - REFERENCE SCHEDULE I I CABINET - BUILT IN CASEWORK L- 13 ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY OFIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) PLUMBING FIXTURE - TOILET (AS SELECTED) LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS PLAN LEGEND )JECT NAME HELFRICH RESIDENCE SUS AIC r /'� o E V J N p � U N Urn Y U � Lu H r m 1 - � U Ti U cwm ocamE y y c o0 U U a H U:aL) m am v0a.0oi �v c - m W O K N_ M 0 U Q c� 3 z -3 3 Cm � Q > o v z 0 0 =3 LL Y z dma.=r:: �2 C = Q U U z LL _ O w}U Q = m LU } m UQO W Z m wCO N rn w 0 z w w LL J w (D CD cT\I Vl �< U W "- z = OU UQ W m M LLI W 100_1_ LLI z DOCUMENT VALID UPON ORIGINAL SIGNATURE v JOB NO, 2017-14 DATE 07/13/2017 SHEET NO. A-2.1 � z c O0 �.tZ maZ9 v ==;o g"2 C=Z drnm2o TM T y d d L l0 C m .L.d a3¢ wmoat O T ON N �H-o. 0.0 E>. Ti U cwm ocamE d o 0 H U:aL) m am v0a.0oi �v W O K N_ M 0 U M O c m m v Q U m Z J^ ¢mZ O9 T p N O N F d 5 LL z dma.=r:: ¢ = O N = L m�°E o.oa rota Ov�E3_»v p y NU - C O N 2 =O '�O C N =Lty OT. 0 v J v'm c E � � 2 6= v r U N O7 T N N O v C -_ N c d 0 Qv z Y N d K O 2Z N U O O Z (n --CS fUv U 1 O~ w S 1- N U a�:F 0P w o - o- GU D U N ��//J �� / IL-an-'S o¢hQ� REVISIONS NO. I REVISION I DATE JOB NO, 2017-14 DATE 07/13/2017 SHEET NO. A-2.1 PROJECT NAME HELFRICH RESIDENCE MECHANICAL VENTILATION NOTE: STATUS 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER Alli ASHRAE STANDARD 62.2-2013 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT AN �/\ t0 E ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES \./ J "0 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE - BUILDING HOLE -BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 pp m CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR _ FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). U VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR m COMBINED EXHAUST AND SUPPLY AIR. W H r 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO 1 � U OUTDOORS WITH RATE= 100 CFM (PART OFWHOLE-BUILDING VENTILATION REQUIREMENT). T y y C U o 0 v a c - m D CALCULATIONS: 3 2 1 1 2 1- UNIT: 3,991 S.F. 3 (0.03)3,991 S.F.+[7.5 CFM xOCC. (BED. +1)]= .= 3 A-5.1 A-5.1 A-5.2 A 4 0 A-5.0 A-5.0 119.73 GEM +(7,5 X4) = 149.73 CFM REQ'D. O n m Q > o D 0 E v Y MC W � r r I I I I I I I I I I I U U 22'-9" 40'-4318" 36'-105/8" 5'-8112" 6'-5" 17'-0" 6'-5" 4'-9718" 8'-111/4" 4'-4" 21 O L M } LU 4 2'-23/8" T-6118" 3'-2112" T-21/2" 4'-5112" 8'-1" 3'-11/8" V -43/E,3'-21/2" T-21/2" AD -1 I Q = Co W � }Zm N O ZOQ' z VU0 I - 3:12 I � w d o 3 18 15 z °�coLuco w� ----- I 0 It c) 8:12 O ��Zrn A-3.0 12 11 113 o '� •- 13 8:12 8:12 �J 8:12 I 1 - - N 10 43 CN ��7:12 7:12 11 fl 9 w 2 m a 2 \ ^1 A-5.2 O \ / a I A-5.2 \ Q O 50 / I O I W c� MECH 22 J 27 21 OPEN O BELOW 41 s' -s Va" C !30 MIN. \ 47 MECH. / / \ \ 4?1815 :12 + 3 Q CV A 4.1 2 I 2'-61/4"11 L, 3'-3" CLQ C / \ 42 A-3.0 I 2 A 4.0 Q� T/ __ X /- 3'.1 / / \ 27 23 7 � Q CLR.4648 8 - F 9 - 7 3/4"21 I 7 16 0< , AD 1W193 MECH. 8 45 48 3 BA H#4 v U NOTE NO FACILITIES FOR FOOD A -S.1 1 I m 20 �� 28 15 R O@ 0'- 7 3/4" PREPARATION SHALL BE ALLOWED - U {JJ 6o ATTIC ' 44 !I 11131M Lu m �� o 4'- 0" y m VIEW DECK I m } 2a 46 LEV CLR, / ON. DEN •�41 40 a 00 MECH. WELL 17 C --- - STAIRC/KSE-- - 3 -- l I � - --- A-5.0 I 14 4 CLR./a --- (OPEN TO BELOW) -=4'-0--- 27 26 I �A5.01 W N �� 44 m NOTE: ALL ELEMENTS ON DECKS FIREPIT 6 25 BHALLNQTEXQEEDRAILING THIRD FLOOR PLAN - -CLR. - - - (PARAPET HT. OR 24' MAX. - i 1 -- \ BUILT-IN BUILT-IN a�'b ;� Lim 8.12 Lu s-11/4 - 52 SPA ° 13 I TRUE NORTH PROJECT NORTH I 8:12_ .n I I �I CI I I MECH. I I I I I ii I N m DIMENSION NOTE: 45 - -6- I 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 2'-8" T-10" 1'-10112" 7'-1 518" 6'-8518" 13'-03/4" r 10'-01/4" 11'-97/8" 15'-01/2" ANY CLARIFICATION OF NOTED DIMENSIONS, DO NOT SCALE PLANS. DOCUMENT VALID UPON L e'-41/2" 5'-0718" le 26' _ _ _ _ _ _ J FOOT CANDLE PER CRC RVE 6 ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1 STAIRWAY NOTE - - - - - - - - - - - - -- -- -- -- -- -- -- - - - - - - - -- -- -- ALL STAIRWAYS SHALL HAVE AN 22' - 9" 40'- 4 316" 36'- 10 5/8" ROUGH FRAMING: ALL EXTERIOR WALL TO BE FRAMED WITH 2 X 6 STUDS SECOND AND THIRD FLOOR PLYWOOD TO BE 1-1/8" ENTIRE EXTERIOR TO BE SHEATHED WITH 1/2" PLYWOOD 1 2 1 1 2 1 'HERS VERIFICATION REQUIRED- REFERENCE T-24.1 A-4.1 A-5.1 A-5.1 A-5.2 A-5.0 A-5.0 ORIGINAL SIGNATURE O � C p .O O Z m 1 -HR. & SOUND RATED FLR./CLN'G. REF. DTL. 7/AD-1 TL z a c m'0 m❑��m T C Z N mm C 0 INTERIOR FIRE RATED PARTITION REF. DTL.7/AD-1 6 3 Q m N L a s o.m0 v, (n C m o E= N o E cc E U:OW m1=c ac E Uj N F- O ® EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 ~ � _ m N U '0 U m `o. 0 m 0 a9i W 0_ m N? U = O Q U m O K aomo� 0 NEW WALL - 2 x 6 STUDS @ 16" O.C. Z Z a r O -o= T ,N o NF p d' N J a°°2 NE O NEW WALL - 2 x 4 STUDS @ 16" O.C. �Y m a E 3 li O O N U O C R U D m °5�E-o�aL O O U � C O L O ® WALL W/. STONE VENEER - 2 x 6 STUDS @ 16" O.C. Q � o JY N N s N -_ C N N 1 `, � � O t� L _F- LL 6 y C LL p.'A N N .O N � `0 x � � = o o E CONCRETE RETAINING WALL - REF. STRUCTURAL ¢- Q C S S N U U O O n/ ,25`01-�3,d CONCRETE MASONRY WALL - 6" CMU U.N.O. LIQ a m _ ° w ° W F r F 0 2 m nC aL) PU m ® WINDOW -REFERENCE SCHEDULE ate¢ N -a = REVISIONS NO. REVISION DATE DOOR - REFERENCE SCHEDULE CABINET - BUILT IN CASEWORK L_ n ® COLUMN - WOOD, STEEL, REF. STRUCTURAL DWGS. FURNITURE - FOR PRESENTATION PURPOSES ONLY OFIREPLACE - PREFAB GAS -ONLY APPLIANCE PLUMBING FIXTURE - SINK (AS SELECTED) JOB NO. 2017-14 DATE PLUMBING FIXTURE - TOILET (AS SELECTED) 07/13/2017 SHEET NO. LIGHTING FIXTURE - REFERENCE ELECTRICAL PLANS A-2.2 PLAN LEGEND KEYNOTE LEGEND i INTERIOR STAIR MOUNTED HANDRAILL-34"-38" ABV. NOSING, (36" TYP. U.N.O.), REF. DTLS. 4, 9/A0.1 2 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/A0.1 3 LOGIN. OF FUTURE FIRE PR, REF. LANDSCAPE DWGS. - 24" MAX. ABV. N.G. 4 FURNISHINGS -AS SELECTED 5 1-1/2" MAX. STEP AT OUTSWING DOORS (R311.3.7) 6 EXTERIOR GLASS RAILING All. HANDRAIL -MIN. 42" HEIGHT, REF. DTLS. 2,4/AD-1 7 COUNTERTOP -AS SELECTED 8 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FILu 04 XTURESWI.OWNER) 9 STANDING SEAM METAL ROOFING, 3:12 MIN: REF. MATERIAL SCHEDULE 10 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE it ROOF FASCIA- EAVE AS DIMENSIONED (REF. ROOF PLAN 8 RCP FOR DETAILS) 12 COOPER GUTTER -SHAPE AS SEL. - PROVIDE SHOP DWGS. TO ARCH. 13 OUTLINE OF EXISTING STRUCTURE TO BE REMOVED 14 A/C. CONDENSER UNIT - SIZE TBD PROVIDE POWER AND SOUND DAMPENING PAD AS REDID. SOUND ATT. REDID. BY C.N.B. 15 CHIMNEY CAP/SPARK ARRESTOR- [DTL. 21/ADI (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 76 INTERIOR GUARDRAIL -MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 2, 4, 9lAD-1 77 RESIDENTIAL ELEVATOR -'CALIFORNIA CUSTOM LIFT, INC.'OR EOUIV.,SHAFT SIZE=59"x60"CLEAR-PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE &INSTALLATION 18 CHIMNEY SHALL EMEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/M. 10', BUT SHALL NOT BE LESS THAN 3' ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 19 WATER HEATER -TANK-LESS (ON DEMAND) WALL -MOUNT +q4" MIN.,'TAKAGI' OR EOUN. -VERIFY SIZE REQ'D. WI. MFGR. (PROVIDE ADEQUATE N.G. CONN.) 20 BABE CABINET - SINK UNIT, BUILT-IN, FINISH AS SEL. 27 TOILET- MIN. 24" CLR. IN FRONT, MIN. 30" CLR. WIDTH, REF. CAL GREEN NOTES FOR FLOW RATE INFO. 22 SHOWER- HOT -MOP PAN, PROVIDE TILE WL CEMENT BACKING MIN. 72" HIGH; NET AREA 7.1 S.F. MIN.; 30" DIA CIRCLE MIN., REF. DTL. 19IAD-1 23 BABE CABINET- BUILT-IN, FINISH AS SEL. 24 FAU -PROVIDE GAB S.O., POWER, AND VENTING AS REO'D. BY MFGR. 25 PROVIDE POWER FOR POTENTIAL POOUSPA EQUIPMENT- G.C. TO VERIFY LOGIN. 28 DISPLAY SHELF - BUILT-IN, FINISH AS SEL. 27 CUSTOM MECH. ACCESS DOOR (MIN. 30" x 30") TO 215 BE PANELED ON INT. TO MATCH INT. FINISH (VERIFY W/. ARCH. & LD.) 28 ELEV. DOOR, VERIFY SIZE W/. ELEV. MFGR. INSULATION (PER PLANS) 2x ROOF RAFTER (PER STRUCT.) INTERIOR FINISH (PER PLANS, WHERE OCCURS) I VALLEY DETAIL 2 1 1 A-4.0 2 1 A-5.1 A-5.1 A-5.2 A-5.0 A-5.0 1 r- - -- -- -- -- - - -- -- - - - - - - - - - - - - -- - - - - - - - - - - - - II I I I I � I m m o � _ h K C � O N N N N si 21 AD -1 7 4 8 REAR ROOF PLATE SECOND FLOOR T.O.S. 4 4 5 40.47' TE 0' 6" HIGH R6'04 5/256" FRONT ROOF PLATE -m. g C14 m m m 2'-33/4" 8.3/4' I' _ _ - cO M INTEGRATED GUTTER ♦♦ .. M 4 of X8314" - I, - - - _ 2314„ 8 314" l:- 812. 4-- ----J 8:12 8:12- 3 3:12_. 1 A-3.0 3' -,3 3/4" 8 3/4" . .. .,Fill :B M M s 8:12 8 3/4" m I r"� N _ 37.47' SECOND FLOOR PLATE N Ni 4 " 83/4" --� 7:12 7:12 �i 8314" -- 6:12 " _8314" Ni 831 2 77 77 6 m 34.16' D -37.47- m r 37.47 8:12- 0 2 6 37.76' 812 8:12 36.20' 8:12 - 37 47' HIGH DORMERS PLATE HIGH ROOF PLATE HIGH DORMERS PLATE 37.47' 2 7/8" I 151- 105/8" . FLOOR T.O.S. w _ 2 41 2 THIRD A-5.2 2-63/4" 53/4" + 3 3 F �¢ A-5.2 f n 37.47 ro 04 • - - FRONT ROOF PLATE I 1 �icli 2 A-4.0 A-4.1 2 m N q 8:12 8:12 4 38.69' 38.69' io I 1.5:12 REAR ROOF PLATE HT. CERT. REQ'D. HT. CERT. REQ'D. - m 5 4 I � I 2'- 3 3/4" 8 314" :12 3:12 I 3:12 I 3:12 77 I',8:12,r 40.47'1 38 3/4" 33.16' 3 I 3 A-5.1 T-33/4' 83/4' ----- v ------ ---- A -5.L HIGH ROOF PLATE INTEGRATED77 ., GLITTER SYS.GUTTER SYS. 2 M 4 • . VH10 F PLATE38.64' A 3.0 23 8 10 .. 2oo (AD -1 38.66'" 3 34.16' i13 eE ow' I'.: o s 63141" RE CERT 10" 1 I 4 AD -1 6" 3 I I 3:12 3:12 • 3 2'-6314" 53/4" ..' ,.�, ' - �.. - M OO 9 49 50' 38.69' VIEW DECK I A -5.D A -5.D - - SEE A-2.2 FOR VIEW DECK 1 _ - HT. CERT. REQ'D. LJ -HIGH ROOF PLATE- � �- 3:12 +0'-10" A-3. N I� - 38.69' m - 3:12 3:12_ m 8:12. ' , M N I I .6:12 .. '.'. •'�� - w HT. REQ'D. - - - 2' - 3 314" 8 314" _ _ _ 65 °> E3 3:12 r - _ _ _ - - -8 3/4" 36'- 1 718" I' 37.76' + 38.69' FAU 63/4 " ,. c 4'-21/2" 10 BELOW 3:12 3:12_ 10112 15'-0" . ... HT. CERT. READ. 37.85' L -Eo 33.28' 33.28' n HIGH ROOF PLATE 4 HT. CERT. REQ,D. HT. CERT. REQ,D. _ 4 REAR ROOFPLATE o F11 - - - - - ro - - - - - - - -0' 0 3/16' - - - - - - - - - - - - A-3.0 m - HIGH ROOF PLATE - - - - - - - - - - - -- 4047- 0 - - L A-3.0 JII ATTIC VENT CALC.: 482.93 S.F. ATTIC SPACE 482.93/150 = 3.22 S.F. = 463.61 S.I. PROVIDE 4 DORMER VENTS = 4 X 150 S.I. 600 S.I. > 463.62 S.I. 1 2 1 1 A-4.1 2 1 A-5.1 A-5.1 A-5.2 A-5.0 A-5.0 12 SLOPE PER PLAN CONT. LOCK STRIP, SOLDERED CLEATS @ 18" O.C. MAX. DOUBLE FOLD 3/4" LOCK, ALT. METHOD rJ METAL ROOF DETAIL 1 1/2" = 1'-0" PRODUCT LISTING: ICC # ESR -2048, CB -150 STANDING SEAM METAL (COPPER OR EQUIV.) - REF. MAT. SCHED. A/A4.0, MIN. CLASS'B' COVERING FASTENERS PER MFGR. INSTRUCTIONS 15/32" CDX PLYW D. SHTG. MIN. (REF. STRUCT) MIN. 30# ROOF FELT- (2) LAYERS GAF VERSASHIELD UNDERLAYMENT 12"-16" c9 ARCH. TO APPV. EXTERIOR FINISH PER PLANS & MAT. SCHED. 4 RAKE DETAIL 3 EAVE DETAIL 2 SHINGLE ROOFING 1 1/2" = 1'-0" 1 1/2" = V-0" 1 1/2" = 1'-0" 12 SLOPE PER PLAN (MIN. 4:12 SHAKES) MIN. 3:12 SHINGLES 1/2" CDX PLYW D. SHTG. MIN. (REF. STRUCT) MIN, 2 LAYERS 15# ROOF FELT O/. CAP SHT. MIN. CAP SIFT. - REF. NOTE #5 ABV. WOOD SHINGLE NOTES: 'FSR TREATMENT, INC.' CLASS 'N ROOFING ASSY. ICC# ESR -1410 1. SHINGLES TO BE NO. 1 GRADE WESTERN RED CEDAR W/. A MAX. MOISTURE CONTENT OF 25% 2. SHINGLES TO BE INSTALLED ON SOLID SHTG. IN ACCORDANCE WITH CBC TABLE 1507.8 3. FASTENERS MUST BE HOT -DIPPED GALVANIZED W/. ZINC COATING WTS. IN ACC. Wt. ASTM A 153, OR S.S. 4. STARTER COURSES AT THE EAVE MUST BE DOUBLED, W/. FIRST COURSE BEING FULL-SIZE TREATED SHINGLES, SUPPLIED BY'CHEMCO, INC.' 15" OR 18" TREATED SHINGLES MAY BE USED FOR THE FINAL COURSE AT THE RIDGE. 5. PRODUCTS LISTED AS'CLASS B' SHINGLES MUST BE INSTALLED O/. SPACED OR SOLID SHTG. COVERED EITHER W/. ONE LAYER OF 1-1/4" DENS -DECK ROOF BOARD, MANUFACTURED BY GEORGIA PACIFIC CORP., OR W/. ONE LAYER MINERAL -SURFACED CAP SHEET COMPLYING W/. ASTM D 3909. WHERE UNDERLAYMENT IS REQI THE UNDERLAYMENT SHALL BE INSTALLED OVER THE DENS -DECK BOARD OR MINERAL -SURFACED CAP SHEET. FASTENER LENGTH FOR THE SHAKES MUST BE INCREASED FOR THE THICKNESS OF THE DENS -DECK BOARD OR CAP SHEET. THE DENS -DECK BOARDS MUST BE FASTENED TO SPACED OR SOLID SHT'G. USING A MIN. OF FOUR FASTENERS PER BOARD TO AVOID PANEL SHIFTING PRIOR TO INSTALLATION OF THE SHAKES. THE MINERAL -SURFACED CAP SHEET MUST BE INSTALLED WITH 2" OVERLAPS ON THE SIDES AND ENDS, AND ATTACHED W/. A SUFFICIENT NUMBER OF FASTENERS TO HOLD THE SHEET IN PLACE PRIOR TO INSTALLATION OF THE SHAKES. 6. AUTOMATIC SPRINKLERS TO BE INSTALLED THROUGHOUT & IN ATTIC AREAS IN ACCORDANCE WITH C.N.B. STANDARDS (PROVIDE SEPARATE APPLICATION, REF. 8/T-1) 7. EAVES TO BOXED 1 -HR. ASSEMBLY PER NBMC 15.04.220 MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT N ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE - BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,991 S.F. (0.03)3,991 S.F.+ [/,5 CFM x OCC. (BED. +1)] _ 119.73 CFM +(7.5x4)= 149.73 CFM REQ'D. OVERHANG PER PLANS MIN. 24" TO PL. 1 OVERHANG PER PLANS MIN. 24" TO PL. STANDING SEAM METAL ROOFING, 3:12 MIN.- REF. MATERIAL SCHEDULE 3 ROOFING ROOFING PER PLAN & MAT. 4 CHIMNEY CAP/SPARK ARRESTOR -(0 TL 21/AD-1 NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) FASTENERS PER NOTE #3 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10% BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF ROOFING MATERIAL (REF. PLANS) OUTLINE OF WALLS BELOW O/. ROOFING FELT (MIN. LENGTH TO BE DETERMINED BY 8 O/. 30# ROOF FELT & CDX PL 9 2 LAYERS 15#) UNDERLAYMENT LAYER, REF. FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. ROOF SHTG. (PER STRUCTL.) h C o 0 NOTE #5 v a c - m (2) PER SHINGLE/SHAKE Q c� 3 z ROOF SHTG PER STRUCT. Cm - - - - - - - - - - - EAVE FLASHING W/. DRIP (BY > o �a z 0 0 m� ROOFING MFGR.) TO MATCH ROOF 2x ROOF RAFTERS PER STRUCT. �2 C EXPOSURE & OVERLAP PER CBC TABLE 1507.8.6 CAULK & SEAL 2X SOLID BLK'G. BASE FLASHING COPPER DRIP EDGE (TVP.) x BLK'G. COPPER GUTTER AS SEL. CONT \ . BUILT-UP FASCIA & SHDW. BD. - ARCH. TO APPV. SIZE PRIOR TO CUTTING N ROOF RAFTERS `- "O CONT. BUILT-UP FASCIA 8 SHOW. BD. - ARCH TO APPV. CAULK&SEAL SIZE PRIOR TO CUTTING m ROOF RAFTERS 2x SOFFIT FRM'G. a I m m NP. REVEAL -COORD. ix SOFFIT O/. TYV OR EQUIV. W/. EAVES RATED . PAINTINT (ARCH. TO APPV)) I 3/4"S EXTERIOR FINISH -REF. PLANS11/2" 8 MAT. SCHED. 2X SOFFIT FRM'G INSULATION J (PER PLANS) - THERMAL BATT INSUL'N. 1x6 T&G SOFFIT PANELS - PAINT & SEAL (COLOR AS SEL.) 'TYVEK OR EQ. BLDG. WRAP PROVIDE VENTS FOR ATTIC 2x ROOF RAFTER (PER - VENTILATION PER CRC R806 STRUCT.) CDX PLYW D. SHTG. (PER STRUCTL.) AS NEEDED INTERIOR FINISH (PER PLANS, WHERE OCCURS) INTERIOR FINISH, PER PLAN I (WHEREOCCURS) EXTERIOR FINISH PER PLANS & MAT. SCHED. 4 RAKE DETAIL 3 EAVE DETAIL 2 SHINGLE ROOFING 1 1/2" = 1'-0" 1 1/2" = V-0" 1 1/2" = 1'-0" 12 SLOPE PER PLAN (MIN. 4:12 SHAKES) MIN. 3:12 SHINGLES 1/2" CDX PLYW D. SHTG. MIN. (REF. STRUCT) MIN, 2 LAYERS 15# ROOF FELT O/. CAP SHT. MIN. CAP SIFT. - REF. NOTE #5 ABV. WOOD SHINGLE NOTES: 'FSR TREATMENT, INC.' CLASS 'N ROOFING ASSY. ICC# ESR -1410 1. SHINGLES TO BE NO. 1 GRADE WESTERN RED CEDAR W/. A MAX. MOISTURE CONTENT OF 25% 2. SHINGLES TO BE INSTALLED ON SOLID SHTG. IN ACCORDANCE WITH CBC TABLE 1507.8 3. FASTENERS MUST BE HOT -DIPPED GALVANIZED W/. ZINC COATING WTS. IN ACC. Wt. ASTM A 153, OR S.S. 4. STARTER COURSES AT THE EAVE MUST BE DOUBLED, W/. FIRST COURSE BEING FULL-SIZE TREATED SHINGLES, SUPPLIED BY'CHEMCO, INC.' 15" OR 18" TREATED SHINGLES MAY BE USED FOR THE FINAL COURSE AT THE RIDGE. 5. PRODUCTS LISTED AS'CLASS B' SHINGLES MUST BE INSTALLED O/. SPACED OR SOLID SHTG. COVERED EITHER W/. ONE LAYER OF 1-1/4" DENS -DECK ROOF BOARD, MANUFACTURED BY GEORGIA PACIFIC CORP., OR W/. ONE LAYER MINERAL -SURFACED CAP SHEET COMPLYING W/. ASTM D 3909. WHERE UNDERLAYMENT IS REQI THE UNDERLAYMENT SHALL BE INSTALLED OVER THE DENS -DECK BOARD OR MINERAL -SURFACED CAP SHEET. FASTENER LENGTH FOR THE SHAKES MUST BE INCREASED FOR THE THICKNESS OF THE DENS -DECK BOARD OR CAP SHEET. THE DENS -DECK BOARDS MUST BE FASTENED TO SPACED OR SOLID SHT'G. USING A MIN. OF FOUR FASTENERS PER BOARD TO AVOID PANEL SHIFTING PRIOR TO INSTALLATION OF THE SHAKES. THE MINERAL -SURFACED CAP SHEET MUST BE INSTALLED WITH 2" OVERLAPS ON THE SIDES AND ENDS, AND ATTACHED W/. A SUFFICIENT NUMBER OF FASTENERS TO HOLD THE SHEET IN PLACE PRIOR TO INSTALLATION OF THE SHAKES. 6. AUTOMATIC SPRINKLERS TO BE INSTALLED THROUGHOUT & IN ATTIC AREAS IN ACCORDANCE WITH C.N.B. STANDARDS (PROVIDE SEPARATE APPLICATION, REF. 8/T-1) 7. EAVES TO BOXED 1 -HR. ASSEMBLY PER NBMC 15.04.220 MECHANICAL VENTILATION NOTE: 1. PROVIDE WHOLE BUILDING MECHANICAL VENTILATION PER ASHRAE STANDARD 62.2-2013 SECTION 4, WITH EXCEPTION THAT NATURAL VENTILATION THROUGH DOORS AND WINDOWS IS NOT N ACCEPTABLE ALTERNATIVE TO WHOLE -BUILDING VENTILATION (BEES 152(a), EXCEPTION 5 TO SECTION 152(a)). FOR CONTINUOUS WHOLE - BUILDING VENTILATION, MIN. REQUIRED RATE OF VENTILATION IS 1 CFM FOR EACH 100 S.F. OF CONDITIONED FLOOR AREA PLUS 7.5 CFM FOR EACH OCCUPANT (ONE OCCUPANT PER BEDROOM +1). VENTILATION TO BE PROVIDED BY EXHAUST AIR, SUPPLY AIR OR COMBINED EXHAUST AND SUPPLY AIR. 2. PROVIDE IN KITCHEN LOCAL EXHAUST SYSTEM VENTED TO OUTDOORS WITH RATE = 100 CFM (PART OF WHOLE -BUILDING VENTILATION REQUIREMENT). CALCULATIONS: UNIT: 3,991 S.F. (0.03)3,991 S.F.+ [/,5 CFM x OCC. (BED. +1)] _ 119.73 CFM +(7.5x4)= 149.73 CFM REQ'D. )JECT NAME HELFRICH RESIDENCE KEYNOTE LEGEND 1 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 2 STANDING SEAM METAL ROOFING, 3:12 MIN.- REF. MATERIAL SCHEDULE 3 CUSTOM SKYLIGHT- RIDGE FIXED CURB -MOUNTED SIZE PER WDW. SCHEDULE ARCH. TO APPV. SHOP DWGS.-'ACRALIGHT REF. DTL. 12/AD-1) ESR -2415 4 CHIMNEY CAP/SPARK ARRESTOR -(0 TL 21/AD-1 NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 5 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10% BUT SHALL NOT BE LESS THAN T ABV. THE HIGHEST POINT WHERE THE CHIMNEY PASSES THRU THE ROOF 6 OUTLINE OF WALLS BELOW 7 COOPER GUTTER -SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. 8 ROOF FASCIA- EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 9 ROOF MOUNTED AIR CONDITIONING UNITS MUST NOT EXCEED MAX. ROOF HEIGHT PERMITTED BY APPLICABLE CODES AND MUST BE SCREENED FROM VIEW FROM ALL RESIDENCES AND THE COMMON AREA AND MUST BE INSULATED FOR SOUND ATTENUATION. FUTURE SUBMITTAL FOR SOUND ATTENUATION SUBMITTAL. t0 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REQ'D. BY MFGR. )JECT NAME HELFRICH RESIDENCE SUS AIC r /'� o E V J N p � U N UO� Y U � Lu H r m 1 - � U f0 f0 h C o 0 U v a c - m Q c� 3 z -3 3 Cm � Q > o �a z 0 0 m� Y �2 C 2 Q U U z LL _ J >_ LU � = m2E co W LL LL ZU� LU 06LLUUao LU 06 co co W N O Z rn w U z w 0 w LL J w m 0 (D CD CV mU z = OU 0Q Qw m m �0 LLIz DOCUMENT VALID UPON ROOF PLAN 1 1/4" = 1'-0" TRUE NORTH PROJECT NORTH ORIGINAL SIGNATURE y > LN 'MTOM NOTE: ALL DIMS. ARE TO FACE OF STUD (F.O.S.) OR FACE OF SHTG. (F.O.S.) TYP. o 6 co c ° Z � U.N.O. EAVE DIMS. ARE FROM FACE OF SHTG. TO FACE OF FINISH FASCIA 5 o o 2 m z 2 S m`a 0m2 oc > > L. U N d N L l0 C m . N c 2 ry wmot N (q cO) O E_ O FILLED REGION INDICATES ATTIC SPACE- REF. ATTIC �� ° "s .E VENTILATION CALCS. W L0 a` F- H O W d y d> U F OQ >.L m aN O- U m Z m O c m m v a Z c y M M$ A ROOF PLAN LEGEND Od0 Tp N o „ p dw- r.: d z U 46 tw O.~ N E j, G. c O C L W p y o .N 0 c0- E g .ytea tc s a ROOF VENTILATION NOTES: (CRC R806) D `° " 9 U- T� CO '0 C N C L 1. ENCLOSED ATTICS AND ENCLOSED RAFTER SPACES FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF a o y E c ROOF RAFTERS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST z c r O m c. THE a 17 C- L T OPENINGS ANCE OF HAVING AAIN LEASTD DIW. MENSION VENTILATION OPENINGS AN 114GSHALL BE PROVIDED W/. CORROSION -RESISTANT WIRE CLOTHILATION Q y v c N y L SCREENING, HARDWARE CLOTH, OR SIMILAR MATERIAL WITH OPENINGS HAVING A LEAST DIM. OF 1/16" MIN. AND 1/4" MAX. J w OPENINGS IN ROOF FRAMING MEMBERS SHALL CONFORM TO THE REQ'TS. OF CRC R802.7. REQUIRED VENTILATION OPENINGS /^� m M x n p p E SHALL OPEN DIRECTLY TO THE OUTSIDE AIR. LL .. a; y x o C d M w o U 2. THE NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED. THE NET FREE LL E r Z - V) U $ N v VENTILATING AREA SHALL NOT BE LESS THAN 1/300 IF ONE OR MORE OF THE FOLLOWING ARE MET; 1. IN CLIMATE ZONES 14 & 16, u O ~ ~ A CLASS OR It VAPOR RETARDER IS INSTALLED ON THE WARM -IN -WINTER SIDE OF THE CEILING. 2. AT LEAST 40% AND MORE O o O o W O W N THAN 50% OF THE REQUIRED VENTILATING ARE IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR O a m ~ F- F. RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE 'u >= U a U O SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF TEH REQUIRED VANTILATION PROVIDED BY EAVE OR CORNICE VENTS. IV r c c) 52 N WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, LL I- a a- ¢ u� Q INSTALLATION MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST OF THE SPACE SHALL BE PERMITTED. 3. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF Al" REVISIONS SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHTG. AND AT THE LOCATION OF THE VENT. NO. I REVISION DATE 4. VENTILATORS SHALL BE INSTALLED IN ACCORDANCE WITH MFR'G.'S INSTALLATION INSTRUCTIONS. INSTALLATION OF VENTILATORS IN ROOF SYSTEMS SHALL BE IN ACCORDANCE W/. THE REaTS. OF SECTION R903. INSTALLATION OF VENTILATORS IN WALL SYSTEMS SHALL BE IN ACCORDANCE W/. THE REQ'TS. OF SECTION R703.1. 5. UNVENTED ATTIC ASSEMBLIES (SPACES BETWEEN THE CEILING JOISTS OF THE TOP STORY AND THE ROOF RAFTERS) AND UNVENTED ENCLOSED RAFTER ASSEMBLIES (SPACES BETWEEN CEILINGS THAT ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF FRAMING MEMBER/RAFTERS AND THE STRUCTURAL ROOF SHTG. AT THE TOP OF THE ROOF FRAMING MEMBERS/RAFTERS) SHALL BE PERMITTED IF ALL OF THE FOLLOWING CONDITIONS ARE MET: 1. THE UNVENTED ATTIC SPACE IS COMPLETELY CONTAINED WITHIN THE BUILDING THERMAL ENVELOPE. 2. NO INTERIOR CLASS I VAPOR RETARDERS ARE INSTALLED ON THE CEILING SIDE (ATTIC FLOOR) OF THE UNVENTED ATTIC ASSEMBLY OR ON THE CEILING SIDE OF THE UNVENTED ENCLOSED RAFTER ASEEMBLY. 3. WHERE WOOD SHINGLES OF SHAKES ARE USED, A MIN. 1/4" VENTED AIR SPACE SEPARATES THE SHINGLES OR SHAKES AND THE ROOFING UNDERLAYMENT ABOVE THE STRUCTURAL SHTG. 4. IN CALIFORNIA CLIMATE ZONES 14 & 16, ANY AIR - IMPERMEABLE INSULATION SHALL BE A CLASS II VAPOR RETARDER, OR SHALL HAVE A CLASS III VAPOR RETARDER COATING OR COVERING IN DIRECT CONTACT W/. THE UNDERSIDE OF THE INSULATION (SEE TITLE 24, PART 6, FIG. 100.1-A) 5. EITHER ITEMS 5.1, 5.2 OR 5.3 SHALL BE MET, DEPENDING ON THE AIR PERMEABILITY OF THE INSULATION DIRECTLY UNDER THE STRUCTURAL ROOF SHTG. (NO INSULATION SHALL BE REQ'D. WHEN ROOF TILES, WOOD SHINGLES OR WOOD SHAKES, OR ANY OTHER ROOFING SYSTEM USING BATTENS AND NO CONT. UNDERLAYMENT IS INSTALLED. A CONT. LAYER SHALL BE CONSIDERED TO EXIST IF SHTG., ROOFING PAPER OR ANY CONT. LAYER WHICH HAS A PERM RATE OF NO MORE THAN ONE PERM UNDER THE DRY CUP METHOD.); 5.1. AIR -IMPERMEABLE INSULATION ONLY. INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHTG. 5.2. AIR -PERMEABLE INSULATION ONLY. IN ADDITION TO THE AIR -PERMEABLE INSULATION INSTALLED DIRECTLY BELOW THE STRUCTURAL SHTG., RIDGE BOARD OR SHEET INSULATION W/. AN R -VALUE OR R-4 SHALL BE INSTALLED DIRECTLY ABOVE THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. 5.3. AIR -IMPERMEABLE AND AIR - PERMEABLE INSULATION. THE AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT W/. THE UNDERSIDE OF THE STRUCTURAL ROOF SHTG. FOR CONDENSATION CONTROL. THE AIR -PERMEABLE INSULATION SHALL BE INSTALLED DIRECTLY UNDER TH AIR -PERMEABLE INSULATION. 5.4. WHERE PREFORMED INSULATION BOARD IS USED AS THE AIROIMPERMEABLE INSULATION LAYER, IT SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE TO FORM A CONT. LAYER. JOB NO, 2017-14 DATE 07/13/2017 SHEET NO A-3.0 2 GARAGE LEVEL GRADE 38 MAX. RIDGE HEIGHT HT. CERT. REQ'o. -- ---. - -a1 ------ 38.86' HIGH ROOF PLATE 36.78" rh HIGH DORMERS 34.82'_ MHx rLAT HEIGHT ____ 33.86'---- ---- THIRD FLOOR(T.O.SL,_ - -MAX.-RIDGE HEIGHT 2 t 29,78 , 38.86' nFRONT ROOF PLATE 33 HIGH ROOF PLATE — FRONT ROOF PLATE — 36.78' — — . HIGH DORMERS X28.70' U/11 ................. 34.82' �. THIRD FLOOR PLATE ' 0 MAX FLAT HEIGHT 2 ' N 33.86' COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. N.. REAR ROOF PLATE x EXTERIOR GUARDRAIL-AVIPROTEK, ACID -ETCHED 1/2" TEMP. & LAMINATED- MIN. 42," HEIGHT -4" MAX. SPHERE OPENINGS; REF. DTLS. 4, 13, 17/AD-1 30.45' - 16 THIRD FLOOR (T.O.S.) -.... 17 ... - ... 29.78' ..... ..... .................. 19 THIRD FLOOR PLATE Q SECOND FLOOR PLATE --- 28.70' — 19.11' a � E � SECOND FLOOR PLATE 19.11 GRADE PLANE". GRADE PLANE. 9.86'' �2 9.66 FRONT ELEVATION - SOUTH FIRST FLOOR TL_.O.S.L_,_� _1117 ._GUEST SUITE FLOOR T_O U _ 21.45' "GUEST '" -"" --------- SUITE FLOOR PLATE 20.36' GARAGE LEVEL GRADE 38 MAX. RIDGE HEIGHT HT. CERT. REQ'o. -- ---. - -a1 ------ 38.86' HIGH ROOF PLATE 36.78" rh HIGH DORMERS 34.82'_ MHx rLAT HEIGHT ____ 33.86'---- ---- THIRD FLOOR(T.O.SL,_ - THIRD -LOO AT.O.S I n .. —_- .. .. J-� 2 t 29,78 , 3 nFRONT ROOF PLATE 33 32 X29.70' FRONT ROOF PLATE THIRD FLOOR PLATE. — — . 29.7. X28.70' U/11 9 �. THIRD FLOOR PLATE ' 0 2 2 ' N Q COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. N.. CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE x EXTERIOR GUARDRAIL-AVIPROTEK, ACID -ETCHED 1/2" TEMP. & LAMINATED- MIN. 42," HEIGHT -4" MAX. SPHERE OPENINGS; REF. DTLS. 4, 13, 17/AD-1 0 5 16 STANDING SEAM METAL ROOFING, 3:12 MIN.- REF. MATERIAL SCHEDULE 17 jIIII SECOND FLOOR (T.000�_ .... ........ ..... ..... .................. 19 M-/ 20,2' Q SECOND FLOOR PLATE --- — — 19.11' a � E � SECOND FLOOR PLATE 19.11 GRADE PLANE". GRADE PLANE. 9.86'' �2 9.66 FRONT ELEVATION - SOUTH FIRST FLOOR TL_.O.S.L_,_� _1117 _ U .1/4" W(n s.1r..... a = 1'-0" 2 A-5:2 ISI I I1 I IIIIIII- I ISI I I1 I I1 I I- I� „ I l i -III- �I I IIIIIII1 I II I iIIIIII1 I IIII-III i =� I_ �- 1 THIRD -LOO AT.O.S I n .. —_- .. .. J-� 2 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 3 B 33 32 31 FRONT ROOF PLATE 6 — — 7 29.7. 8 U/11 9 �. THIRD FLOOR PLATE ' 10 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 2 ' 2 A-5:2 ISI I I1 I IIIIIII- I ISI I I1 I I1 I I- I� „ I l i -III- �I I IIIIIII1 I II I iIIIIII1 I IIII-III i =� I_ �- T WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ' ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626, CONTACT: JOE YOUNAN PHONE: 949-872-3319 .. - FAX: 206-666-2150 .................. .. .................. ,EMAIL: JYOUNAN@ABSSOCALCOM WEB: W W W.ASSOCIATEDBUILDINGSUPPLY.COM . ALUMINUM CLAD WINDOWS & PATIO DOORS .MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION..... .......... . . ............................. ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-8843331 WEB: WWW.JELD-WEN.COM BI -FOLD DOORS (AS OCCURS) MANUFACTURER: LACANTINA DOORS, INC. PRODUCT: CUSTOM BI -FOLD DOOR SYSTEM . ADDRESS: 3817 OCEAN RANCH BLVD., STE. 114, OCEANSIDE, CA 92056 PHONE: 760.298.5030 " FAX: 760.734.1591' - WEB: WWW.LACANTINADOORS.COM ALUMINUM -WOOD LIFT.N.SLIDE DOORS - MANUFACTURER: PACIFIC ARCHITECTURAL MILLWORKS - PRODUCT' SLIDE & SEAL DOORS - ADDRESS: 1435 W. PIONEER ST. BREA, CA 92821 PHONE: 562.905.3200 FAX: 562.694.6794 - . WEB: WWW.PACMILLWORK.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS --. PRODUCT: SERIES 600 & STOREFRONT SYSTEMS _ ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 - - WEB: " WWW.WESTERNWINDOWSYSTEMS.COM WOOD SHINGLE SIDING: MANUFACTURER: (TBD) SPECIES: #1 WESTERN RED CEDAR SIZE: 18" RE -BUTTED & REJOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE .TREATMENT: PRE -STAINED W/. CABOT BLEACHING OIL (VERIFY W/. OWNER) . APPLICATION: PER DETAIL 5/AD-1. NO EDGE BOARDS, MITERED'SAWTOOTHCORNERS 16" SHINGLES WL 5.5" EXPOSED EXTERIOR BRICK VENEER PRODUCT: RECLAIMED BRICK SAWN VENEER - - . COLOR: LIME (WHITE) WASH OR STUCCO FOG ' APPLICATION: MODULAR BRICK COURSE PER ELEVATIONS -REF. DTL. 8/AD-1 THICKNESS: 1"-1.5"NOMINAL. ......... .. .......... WEIGHT: -8.5 LBS./S.F. WOOD SHINGLE ROOFING: ............... ... PRODUCT: #1 WESTERN RED CEDAR, WOOD SHINGLE -FIRE TREATED ...................... . MFGR:' FSR TREATMENT, INC. W W W.FIRESMARTROOFING.COM (OR EQUIV.) COLOR: NATURAL APPLICATION: 18" RE -BUTTED & RE -JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 51/2" EXPOSURE. CLOSED VALLEY Wl. MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING (REF. DTL.A/A-3.0) CODE: . CLASS A ASSEMBLY (ICC# ESR -1410) .... .. 'WEIGHT:', N/A' .. ...... . ' .... .. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM -GILT METALS . 13940 MAGNOLIA AVE. CHINO, CA 91710 ' P: 909.664 1500 ' .... ....... .. - - - .. _ _ PRODUCT: STANDING SEAM METAL ROOFING, CB -1 W (NON -REFLECTIVE) ....... - - COLOR: TBD ' _ . NOTES: USE CONTINUOUS 16" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) REF. DTL D/A-3.0.................. ................. WEIGHT: APPX. 2 PSF................... ... .................... 'CODE: ICC # ESR -2048, CB -150 WOOD PANELING: PRODUCT: MDX MANUFACTURER:TBD COLOR: WHITE. ARCH. TO APPROVE " GUTTERS: - MATERIAL: METAL -COPPER . SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) - GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS . W W W.RANCHHOUSEDOORS.COM " STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE.'" FONTANA, CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: - PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. .KEYNOTE LEGEND..... _. ' , ....... _. 1 THIRD -LOO AT.O.S I n .. —_- .. .. J-� 2 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 3 ....29.78' 4 BRICK VENEER- REF. DTL. S/AD-1 & MATERIAL SCHEDULE 5 FRONT ROOF PLATE 6 — — 7 29.7. 8 1 EXTERIOR GLASS RAILING W/. HANDRAIL- MIN. 42" HEIGHT, REF. DTLS. 2,4/AD-1 9 �. THIRD FLOOR PLATE ' 10 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 2 ' 0 f- 2 COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. N.. CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE .. .. EXTERIOR GUARDRAIL-AVIPROTEK, ACID -ETCHED 1/2" TEMP. & LAMINATED- MIN. 42," HEIGHT -4" MAX. SPHERE OPENINGS; REF. DTLS. 4, 13, 17/AD-1 15 DECO.WD%CORBEL- VERIFY SIZE &LOC'N. W/. ARCH. 16 STANDING SEAM METAL ROOFING, 3:12 MIN.- REF. MATERIAL SCHEDULE 17 DOWNSPOUT -COOPER - AS SEL:TARCH. TO APPV.) .... ........ ..... ..... .................. 19 WINDBREAKER. COVERED I/3 PATIO CLOSURE PER CODE VA352" Q ...... z SECOND FLOOR T.O.S.) i ... ....... ..... _ .................... 20.20' Z QN L N C N N .09w TO,N O of a � E � SECOND FLOOR PLATE 19.11 Y GRADE PLANE. W �2 9.66 FRONT ELEVATION - SOUTH _ _ _ FIRST FLOOR fT.O.S) U .1/4" W(n s.1r..... a = 1'-0" T WINDOWS & DOORS: AUTHORIZED DEALER (PRODUCTS LISTED BELOW) SUPPLIER: ASSOCIATED BUILDING SUPPLY ' ADDRESS: STONE MILL DESIGN CENTER 2915 RED HILL AVE., SUITE F104, COSTA MESA, CA 92626, CONTACT: JOE YOUNAN PHONE: 949-872-3319 .. - FAX: 206-666-2150 .................. .. .................. ,EMAIL: JYOUNAN@ABSSOCALCOM WEB: W W W.ASSOCIATEDBUILDINGSUPPLY.COM . ALUMINUM CLAD WINDOWS & PATIO DOORS .MANUFACTURER: JELD-WEN WINDOWS & DOORS PRODUCT: CUSTOM COLLECTION..... .......... . . ............................. ADDRESS: 3250 LAKEPORT BLVD. P.O. BOX 1329; KLAMATH FALLS, OREGON 97601 PHONE: 541-885-7412 OR 800-535-3936 FAX: 541-8843331 WEB: WWW.JELD-WEN.COM BI -FOLD DOORS (AS OCCURS) MANUFACTURER: LACANTINA DOORS, INC. PRODUCT: CUSTOM BI -FOLD DOOR SYSTEM . ADDRESS: 3817 OCEAN RANCH BLVD., STE. 114, OCEANSIDE, CA 92056 PHONE: 760.298.5030 " FAX: 760.734.1591' - WEB: WWW.LACANTINADOORS.COM ALUMINUM -WOOD LIFT.N.SLIDE DOORS - MANUFACTURER: PACIFIC ARCHITECTURAL MILLWORKS - PRODUCT' SLIDE & SEAL DOORS - ADDRESS: 1435 W. PIONEER ST. BREA, CA 92821 PHONE: 562.905.3200 FAX: 562.694.6794 - . WEB: WWW.PACMILLWORK.COM MULTI SLIDE DOORS & STOREFRONT MANUFACTURER: WESTERN WINDOW SYSTEMS --. PRODUCT: SERIES 600 & STOREFRONT SYSTEMS _ ADDRESS: 5621 S. 25TH ST., PHOENIX, AZ 85040 PHONE: 877.268.1300 - - WEB: " WWW.WESTERNWINDOWSYSTEMS.COM WOOD SHINGLE SIDING: MANUFACTURER: (TBD) SPECIES: #1 WESTERN RED CEDAR SIZE: 18" RE -BUTTED & REJOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 5 1/2" EXPOSURE .TREATMENT: PRE -STAINED W/. CABOT BLEACHING OIL (VERIFY W/. OWNER) . APPLICATION: PER DETAIL 5/AD-1. NO EDGE BOARDS, MITERED'SAWTOOTHCORNERS 16" SHINGLES WL 5.5" EXPOSED EXTERIOR BRICK VENEER PRODUCT: RECLAIMED BRICK SAWN VENEER - - . COLOR: LIME (WHITE) WASH OR STUCCO FOG ' APPLICATION: MODULAR BRICK COURSE PER ELEVATIONS -REF. DTL. 8/AD-1 THICKNESS: 1"-1.5"NOMINAL. ......... .. .......... WEIGHT: -8.5 LBS./S.F. WOOD SHINGLE ROOFING: ............... ... PRODUCT: #1 WESTERN RED CEDAR, WOOD SHINGLE -FIRE TREATED ...................... . MFGR:' FSR TREATMENT, INC. W W W.FIRESMARTROOFING.COM (OR EQUIV.) COLOR: NATURAL APPLICATION: 18" RE -BUTTED & RE -JOINED PERFECTION SHINGLES (100% EDGE GRAIN, 100% CLEAR) 51/2" EXPOSURE. CLOSED VALLEY Wl. MITERED HIP CUTS, 16 GAUGE COPPER FLASHING, STAGGERED COURSING (REF. DTL.A/A-3.0) CODE: . CLASS A ASSEMBLY (ICC# ESR -1410) .... .. 'WEIGHT:', N/A' .. ...... . ' .... .. METAL ROOFING: ( CLASS 'A' ) MANUFACTURER: CUSTOM -GILT METALS . 13940 MAGNOLIA AVE. CHINO, CA 91710 ' P: 909.664 1500 ' .... ....... .. - - - .. _ _ PRODUCT: STANDING SEAM METAL ROOFING, CB -1 W (NON -REFLECTIVE) ....... - - COLOR: TBD ' _ . NOTES: USE CONTINUOUS 16" PANS - VERIFY W/. ARCH. SIZE & LOC'N. OF SEAMS (NO TRANSVERSE SEAMS) REF. DTL D/A-3.0.................. ................. WEIGHT: APPX. 2 PSF................... ... .................... 'CODE: ICC # ESR -2048, CB -150 WOOD PANELING: PRODUCT: MDX MANUFACTURER:TBD COLOR: WHITE. ARCH. TO APPROVE " GUTTERS: - MATERIAL: METAL -COPPER . SHAPE: HALF ROUND/SQUARE (5") (VERIFY W/. ARCH.) - GARAGE DOORS: SUPPLIER: RANCH HOUSE DOORS . W W W.RANCHHOUSEDOORS.COM " STYLE: CUSTOM MATERIAL: CUSTOM BUILT, WOOD & GLASS WATERPROOF DECK MEMBRANE: TUFFLEX POLYMERS 10880 POPLAR AVE.'" FONTANA, CA P: 909.349.2016 W W W.TUFFLEXPOLYMERS.COM CODE: ICC # ESR -2505 FLASHING & WEATHERSTRIPPING: - PROVIDE MIN. 24 GUAGE METAL (16 OZ.) SHEETING (TO MATCH) FOR ALL EXTERIOR FLASHING & WEATHERSTRIPPING APPLICATIONS. VERIFY W/. ARCHITECT ANY UNCONVENTIONAL ENVELOPE WATERPROOFING AREAS PRIOR TO INSTALLATION. NOTE: FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS. A MATERIAL SCHEDULE NOTE: REF. ROOF PLAN (A-3.0) FOR ALL PLATE HTS. & RIDGE HTS. .KEYNOTE LEGEND..... _. ' , ....... _. 1 CHIMNEY.CAP./SPARK ARRESTOR- CTL. .21/ADAJ1 NOTE: DECORATIVE SHROUDS SHALL.NOT.BE INSTALLED AT THE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR INST. INSTRUCTIONS: CMC 8D2.4,2.4) 2 EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 3 WOOD SHINGLE SIDING PER DETAIL 5/AD--1"- ""..... 4 BRICK VENEER- REF. DTL. S/AD-1 & MATERIAL SCHEDULE 5 STRUCT.COLUMN - SIZE PER BTRUCT: DWGS: - ......... 6 DECO. WOOD TRIM'BELLYBAND' - PAINT GRADE, SMOOTH FINISH, ARCH. TO APPROVE PROFILE 7 DECO. WD: PANELING: PAINT' GRADE -COLOR AS SEL -' -' - -' -' -' - "'-' 8 1 EXTERIOR GLASS RAILING W/. HANDRAIL- MIN. 42" HEIGHT, REF. DTLS. 2,4/AD-1 9 ROOF FASCIA - EAVE AS DIMENSIONED (REF. ROOF PLAN & RCP FOR DETAILS) 10 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 11 EXTERIOR LIGHTING - TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 12 COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. 13 CROWN MOULDING, SEAL AND PAINT AS SEL. - ARCH. TO APPV. PROFILE 14 EXTERIOR GUARDRAIL-AVIPROTEK, ACID -ETCHED 1/2" TEMP. & LAMINATED- MIN. 42," HEIGHT -4" MAX. SPHERE OPENINGS; REF. DTLS. 4, 13, 17/AD-1 15 DECO.WD%CORBEL- VERIFY SIZE &LOC'N. W/. ARCH. 16 STANDING SEAM METAL ROOFING, 3:12 MIN.- REF. MATERIAL SCHEDULE 17 DOWNSPOUT -COOPER - AS SEL:TARCH. TO APPV.) 18 DECO. WOOD TRELLIS; PAINT AS SEL, ARCH. TO APPV. 19 WINDBREAKER. COVERED I/3 PATIO CLOSURE PER CODE VA352" )JECT NAME ORIGINAL SIGNATURE HELFRICH RESIDENCE SUS. ...,L.�.... .. TZ C... m yN w o O m AIC Z r /\ n E V J N O � U N U01 Y m U � W zv Q UW wco m> rn r m 1 — � U y y c o 0 U U a 111 Z c m WL) M d O Z Q cs 3 z -3 3 Om � Q � O e z 0 0 N� Z QN L N C N N .09w TO,N O of a � E � Q Y w..m W �2 r W ORIGINAL SIGNATURE Z O Q LL = -j C) W = m W ...,L.�.... .. TZ C... m yN w o O m . . . ''.. Z Z O w,. _._... ... ......... CO 0-1 LU U 1 o ............... . '�m�CD O W co ��Zrn W ORIGINAL SIGNATURE ...,L.�.... .. TZ C... m yN w o O m Z . co.o _ IO Z m.... va�Z'o W Q O �a c c m �TT m VJ.. U W zv Q UW wco m> V �O/� Ti U S W fc bag E EL. ... 111 Z WL) M d O Z = O Q ]. L w aw N O- . TW x DOCUMENT VALID UPON ORIGINAL SIGNATURE ...,L.�.... .. TZ C... m yN w o O m ... . co.o _ IO Z m.... va�Z'o O �a c c m MID c a Z rnm m c 2 2 0 4, yd d L l0 C m w N O N n3Q wmoat O T O a N m a y C(n O)O N_ d ' f0�oE>. Ti U S W fc bag E 06 "OOdN =O�O9 WL) M d O Z = O Q ]. L w aw N O- . x <r,z,M MM$ L r Z QN L N C N N .09w TO,N O of Q Q p dm a.cr:: d 5 ~ M- U E T w..m QZQ 0 `y-' a c.°1a a. w aQ E 3 4: O c O- I O L 9 J U r 0 0 a o a 0 W(n a—' m E I'm O Q `a NC yr NL'4 . me `o.�maaym x 12 a_ o o E LL x - c y d- N 0 O WW E 10m oma �8=°�w'�� LL r0 Q 1.- 2- m 6 W G do Caa 2K� H a ar h$ S -'o Q Q REVISIONS . NO. REVISION .. DATE 2I 16 LLLL�LJ 11 ��I IL��I l u 1 I� 14 o 1 P. _LLLuiLLlu�i LI II�IJJ� �I II III LI II 11 IJ 11 II !ZD Jllll LI L IJ IL_ L 5�� WJ I11 LI�LLI�I L�LU1 IL��J LLL LLLI LL Lu 6 Ill- ..GARAGE LEVEL T.O.S. ILIULI II�I�� --�I JIL. 10.36' I �L _ L -_ L o I GRADE PLANE 7 GRADE PLANE - - - - - - Q 9.86' 9.86',_— — — �Q �FIRSTFLOOR (T.O.S.)---- - - - 1 ------- N>-- - - --=9.11'V m— FIRST FLOOR v 9.1 T � � � 1 1 1-1 1 1-1 1 1� �AN—IN � � � � � � �� IIIA � �� I I i I i i t 1 L— III�III III III III—III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I II LEFT SIDE ELEVATION,- WEST jh REAR ROOF PLATE41 SUS. z O.j}U. AIC 30.45',' r /\ n E V J N O � U N UO� C > W � 3 �Zrn U � m U Lu o =. H t N 1 - � U V 13 h C o0 U v a LL c - m o g Q � GUEST SUITE FLOOR .O.S. = N LL %--'21.45' Q ..GARAGE LEVEL T.O.S. ILIULI II�I�� --�I JIL. 10.36' I �L _ L -_ L o I GRADE PLANE 7 GRADE PLANE - - - - - - Q 9.86' 9.86',_— — — �Q �FIRSTFLOOR (T.O.S.)---- - - - 1 ------- N>-- - - --=9.11'V m— FIRST FLOOR v 9.1 T � � � 1 1 1-1 1 1-1 1 1� �AN—IN � � � � � � �� IIIA � �� I I i I i i t 1 L— III�III III III III—III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III I II LEFT SIDE ELEVATION,- WEST jh REAR ROOF PLATE41 SUS. z O.j}U. AIC 30.45',' r /\ n E V J N O � U N UO� C > W � 3 �Zrn U � m U Lu o =. H t N 1 - � U V f0 f0 h C o0 U v a LL c - m o g Q � GUEST SUITE FLOOR .O.S. = N LL %--'21.45' Q �_ z _GUEST SUITE FLOOR PLATE— — — — — — 20.36' C M m P.L. o ... ..................... GARAGE LEVEL T.O.S. 10.36' - ADE PLANE6t t - - - 38.66' HT. CERT. R�EO'D. -------------- )JECT NAME HELFRICH RESIDENCE ' SUS. z O.j}U. AIC r /\ n E V J N O � U N UO� Y > W � 3 �Zrn U � m U Lu Z2 00 H t N 1 - � U V f0 f0 h C o0 U v a LL c - m z .J Q cs 3 z 3 3 Cm � Q > o e z 0 0 N� Y C M m W U...0 z O.j}U. LL. 2 W Q = m W . OZ�of z ................ V O Z O................ 06 m O O > W � 3 �Zrn W Z W o m U W Z2 00 T im UQ Qw m> V 'O li a. w LL z .J W _ ...... . KEYNOTE LEGEND 1 WOOD SHINGLE SIDING PER DETAIL 5IAD-1 2 DOWNSPOUT - COOPER -ASSEL. (ARCH.TOAPPV.) DOCUMENT VALID UPON 3 CROWN MOULDING, SEAL AND PAINT AS SEL. _ ARCH'. TO'APPV. PROFILE " 4 ROOF FASCIA- EAVE AS DIMENSIONED(REF, ROOF PLAN B. RCP. FOR DETAILS) 5' DECO. WD.CORBEL - VERIFY SIZE R LOp'N. W/: ARCH.' . 6 .. WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE 7. DECO. WD.PANELING - PAINT GRADE -COLOR AS SEI.. ..... ' 8 � EXTERIOR GLASS RAILING W/: HANDRAIL- MIN. 42" HEIGHT, R "EF. DTLS.2,4/AD-1 � ... .. .. _ _ 9 , STRUCT. COLUMN - SIZE PER STRUCT. DWGS..., , 10 " - DECO. WOOD TRIM'BELLVBAND'-,PAINT GRADE, SMOOTH FINISH, ARCH: TO APPROVE PROFILE - - .. 11MAIN SERVICE PANEL 600 AMP MAX. (MAINTAIN 36" CLEAR FROM PACE OF PANEL TO ANY OBSTRUCTION) - .. .. .. .. CHIMNEY 12 � CHIMNEY CAP/SPARK ARRESTOR [DTL. 21/AD-1] (NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED ATTHE TERMINATION OF -- FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BLT. CH EY - SYSTEM AND ARE INSTALLED IN ACCORDANCE MFGR. INST.'INSTRUCTIONS. CMC 602.4.2.4) _MAX_RI-DGE_HEIGHT_.&— ' ...... ._ F THE BUILDING WAN. IO, BUTSHA .LES V.TH .-...... ... .. .... .... 13 CHIMNEY SHALL EXTEND AT CHIMNEY PASSE THAN ANY.PORT.ION.O � LLNOT BE S.THAN 3' AB E. '----------------------- - - - - - - ��'' _ -�' HIGHEST POINT WHERE THE CHIMNEY PASSES'THRU THE ROOF 38.56' 14 STANDING SEAM METAL ROOFING, 3012 MIN_ REF. MATERIAL SCHEDULE 15 GABLE VENT- CUSTOM COPPER VENT,-APPX. 2" SLATS PAINT TO MATCH EXT. -PROVIDE WIRE MESH PER ATTIC VENT NOTE ON ATTIC SIDE - - - - _ 16 EXTERIOR STAIRS -MAX. 7.75". RISE, MIN. 10" RUN; VERIFY WITH ARCH. PRIOR TO FABRICATION ORIGINAL SIGNATURE "'-------- -' "' --- ---- - "' '- 11 EXTERIOR GUARDRAIL -AVIPROTEK, ACID -ETCHED I/2"TEMP.&LAMINATED-MIN. 42" HEIGHT -4" MAX SPHERE OPENINGS, REF, DTLS(4, - - - -- ..... �� '�� 13, 17IAD-t ' ........................................... .... .. .. _ O N h .------------------ - MAX FLAT HEIGHT to3moc aN2 ----- ma ScZ20 .86' �TQ£d Na 'ddU¢mwmm O T O L S N N S .. -- — — — — — — —//� — — — — = REAR ROOF PLAT3C45E . = o d N 9 0 . VJ . ' Z U .0 y Z m'6 c m m v .. O ¢m Z ....... ..... ............21 06 ......... ......... ..... ... .. ...... > M am m m a v O S ... ... ... ... ............ .. .. ......... W .. 0 5 w E a t N .. ....... .... .. 0 EO N N w 2Op ........ C ~ Ord _ '...... ........... ,. .... ............ ... ............. LOC _ _ a N.ONWO .ON 0 3 ............ OlL GUEST SUITE FLOOR(T_O.S. a , x-5 tN3 GUEST SUITE FLOOR PLATE _� �J J E 2 1 m o an d LI y L N U — — -- 20.36' vm,()- P.L. • ` dce nU , a a a a oi L5 U REVISION REVISIONS" 2 0 GARAGE LEVEL T.O.S.... .... 10 36' _ GRADE PLANE� 9.86' _ - n REAR ELEVATION =NORTH _ .. _.L-]_4JA11 _ 4- nn .... ............._ .. 2017-14 DATE 111.1 07/13/2017. SHEET NO... - A-4.1 221 MAX. RIDGE HEIGHT 38.86' --------------- HIGH ROOF PLATE 36.78' rh HIGH DORMERS 34.82' - - - rh IVIru FLAT HEIGHT 33.86' --------------- Ijbi THIRD FLOOR (T.O.S.) u 29.78' j/k THIRD FLOOR PLATE v 28.70- I SECOND FLOORT.O.S.1 - v 20.20' SECOND FLOOR PLATE 9.11 49RADE PLANE .86' - FIRST FLOOR (T.O.S.) 9.11' 3 3 2 A-5.0 A-5.1 A-5.2 L J L TRANSVERSE SECTION 1/411= 1'-0" 3 3 2 A-5.0 A-5.1 A-5.2 -12------- -------------------- 4 3:12_ 4 A-3.0 _ - r I � 4 MECH. DEN 4542 13 J, 17 ,2 MECH. ` f 120 •ul MASTER W.I.C. 60 ED 171 III LAUNDRY ❑ r19] ❑ ) PROJECT NAME HELFRICH RESIDENCE 1i 771 Y 1 r - - SECOND FLOOR PLATE L7 19.11' } m P1 P.L. / L O 177 L 0U- -- ---- Z Q IF 20 �U 14 LU 6LI z m CID. `1- LuN NT RY 11,\ o _3 1 z rn N / N a s ❑ ❑DININ LRQCM ❑❑ - -- u -- 10 GRADE PLANE 9.89.86' Li - 711 117FIRSTFLOOR(T.O.S.) L =11=11_ -IIIA-III III -III III1��rik 9. IIIIIIIIIIIIIIIIIIIIIIIIIIII 1-1111 I1 I1 I1 I I_IIIIIIIIIIII 1 I-1111 1 I 11 i i l III III -III III -III IIIA I I III -III IIIA I I III -III IIIA I I III -III III -III III -III III -III III JTRANSVERSE SECTION 2 1/411 = 1'-0" 2 STATUS 1 2 AIC 9 A-5.1 r /'� o E A-5.0 V J N 6 MAX. RIDGE HEIGHT � p UPPER CABINET- BUILT-IN, FINISH AS SEL. E N U -------------------------------------------------------------- 7 36.Bs' FIRE -BLOCKING & DRAFT -STOP NOTE U01 Y 12 WASHER -PROVIDE HOOK-UPS .&POWER U � FURNISHINGS -AS SELECTED z ? 3 15 DECO. WOOD TRELLIS, PAIN' AS SEL., ARCH. TO APPV. HIGH ROOF PLAT FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUTOFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND 17 H t N - 1 - � U E 36.76' HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND f0 f0 21 y h C COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. 23 o0 24 U v a BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES WI. OWNER) 26 c 1i 771 Y 1 r - - SECOND FLOOR PLATE L7 19.11' } m P1 P.L. / L O 177 L 0U- -- ---- Z Q IF 20 �U 14 LU 6LI z m CID. `1- LuN NT RY 11,\ o _3 1 z rn N / N a s ❑ ❑DININ LRQCM ❑❑ - -- u -- 10 GRADE PLANE 9.89.86' Li - 711 117FIRSTFLOOR(T.O.S.) L =11=11_ -IIIA-III III -III III1��rik 9. IIIIIIIIIIIIIIIIIIIIIIIIIIII 1-1111 I1 I1 I1 I I_IIIIIIIIIIII 1 I-1111 1 I 11 i i l III III -III III -III IIIA I I III -III IIIA I I III -III IIIA I I III -III III -III III -III III -III III JTRANSVERSE SECTION 2 1/411 = 1'-0" 2 1 1 2 LI 9 A-5.1 A-5.2 A-5.0 A-5.0 Q A/C. CONDENSER UNIT- SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) 6 MAX. RIDGE HEIGHT 7 UPPER CABINET- BUILT-IN, FINISH AS SEL. E cs 3 -------------------------------------------------------------- 7 36.Bs' FIRE -BLOCKING & DRAFT -STOP NOTE 11 SHELF AND POLE - BUILT IN, FINISH AS SEL. 12 WASHER -PROVIDE HOOK-UPS .&POWER 13 FURNISHINGS -AS SELECTED z ? 3 15 DECO. WOOD TRELLIS, PAIN' AS SEL., ARCH. TO APPV. HIGH ROOF PLAT FIREBLOCKING AND DRAFTSTOPPING SHALL BE INSTALLED TO CUTOFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND 17 O - ROOF RAFTERS - REF. STRUCT. 19 E 36.76' HORIZONTAL) AND SHALL FORM AN EFFECTIVE BARRIER BETWEEN FLOORS, BETWEEN A TOP STORY AND A ROOF OR ATTIC SPACE, AND DOWNSPOUT -COOPER- AS SEL. (ARCH. TO APPV.) 21 y 22 COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. 23 SHALL SUBDIVIDE ATTIC SPACES, CONCEALED ROOF SPACES AND FLOOR -CEILING ASSEMBLIES. THE INTEGRITY OF ALL FIRE BLOCKS AND 24 Q > BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES WI. OWNER) 26 EXHAUST FAN W/. DUCT -MIN. 50 CFM DRAFT STOPS SHALL BE MAINTAINED. WALL MOUNTED LIGHT FIXTURE, SCONCE 28 29 FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.5013-20141 CSA 2.228-2014 COMPLIANT (DTL. 221AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 30 ICEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED DORMERS FIRE BLOCKS, 32 Z y� CUSTOM BUILT DINING TABLE & KITCHEN ISLAND PER OWNER &ARCH. --_-----_----_HIGH 34.82 MAX FLAT H SHALL PROVIDED IN CONCEALED SPACES STUD WALLS AND PARTITIONS INCLUDING FURRED SPACES AT THE RANGE -VERIFY APPLIANCE W/.OWNER- PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY WI. MFGR.) 36 v E ' PROVIDE POWER FOR POTENTIAL POOL/SPA EQUIPMENT- G.C. TO VERIFY LOC'N. 313 8fi' CEILING AND F H CEILING AND FLOOR LEVELS AND AT 10 -FOOT INTERVALS BOTH VERTICAL AND HORIZONTAL. V 39 � Y r LOGIN. OF FUTURE FIRE PIT, REF. LANDSCAPE DWG'S. -24" MAX. ABV. N.G. J. I DECK FRAMING - REF. STRUCT. FIRE BLOCK CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF 2 INCHES NOMINAL LUMBER. FIRE BLOCKS MAY ALSO BE OF GYPSUM RESIDENTIAL ELEVATOR -'CALIFORNIA CUSTOM LIFT, INC.'OR EQUIV., SHAFT SIZE =59"x60"CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 43 v 44 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS 45 BOARD, CEMENT FIBER BOARD, BATTS OR BLANKETS OF MINERAL OR GLASS FIBER, OR OTHER APPROVED MATERIALS INSTALLED IN SUCH A 46 CEILING FRAMING - REF. STRUCT. In " - MANNER AS TO BE SECURELY RETAINED IN PLACE. LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED. WALLS HAVING PARALLEL OR STAGGERED STUDS FOR SOUND -TRANSMISSION CONTROL SHALL HAVE FIRE BLOCKS OF BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER APPROVED FLEXIBLE MATERIALS. - THIRD FLOOR T_ n DRAFT STOPS. - .S.) 29.78' THIRD FLOORPLATE DRAFTSTOPPING SHALL BE PROVIDED IN THE LOCATIONS SET FORTH IN THIS SECTION. 15-I 28.70' FLOOR -CEILING ASSEMBLIES. T DRAFT STOPS SHALL BE INSTALLED IN FLOOR -CEILING ASSEMBLIES OF THE BUILDING. SUCH DRAFT STOPS SHALL BE IN LINE WITH WALLS 20 I SEPARATING INDIVIDUAL DWELLING UNITS FROM EACH OTHER AND FROM OTHER AREAS. \ _ ` ATTICS. ILDRAFT STOPS SHALL BE INSTALLED IN THE ATTICS, MANSARDS, OVERHANGS, FALSE FRONTS SET OUT FROM WALLS AND SIMILAR CONCEALED SPACES OF THIS BUILDING. SUCH DRAFT STOPS SHALL BE ABOVE AND IN LINE WITH THE WALLS SEPARATING INDIVIDUAL " DWELLING UNITS FROM EACH OTHER AND FROM OTHER USES. DRAFT STOP CONSTRUCTION. DRAFTSTOPPING MATERIALS SHALL NOT BE LESS THAN CINCH GYPSUM BOARD, 3J9 -INCH WOOD STRUCTURAL PANEL, 3/8 -INCH TYPE 2-M X9'2 PARTICLEBOARD OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. _ 3 OPENINGS IN THE PARTITIONS SHALL BE PROTECTED BY SELF-CLOSING DOORS WITH AUTOMATIC LATCHES CONSTRUCTED AS REQUIRED 0 Q A-3.0 U FOR THE PARTITIONS. 'SECOND - - - - - FLOORAT.O.S.) n - - - - - z LL I -, 20.20' Q W Q Q0 1i 771 Y 1 r - - SECOND FLOOR PLATE L7 19.11' } m P1 P.L. / L O 177 L 0U- -- ---- Z Q IF 20 �U 14 LU 6LI z m CID. `1- LuN NT RY 11,\ o _3 1 z rn N / N a s ❑ ❑DININ LRQCM ❑❑ - -- u -- 10 GRADE PLANE 9.89.86' Li - 711 117FIRSTFLOOR(T.O.S.) L =11=11_ -IIIA-III III -III III1��rik 9. IIIIIIIIIIIIIIIIIIIIIIIIIIII 1-1111 I1 I1 I1 I I_IIIIIIIIIIII 1 I-1111 1 I 11 i i l III III -III III -III IIIA I I III -III IIIA I I III -III IIIA I I III -III III -III III -III III -III III JTRANSVERSE SECTION 2 1/411 = 1'-0" 2 1 1 2 1 A-5.1 A-5.1 A-5.2 A-5.0 A-5.0 I�_MAX. RIDGE HEIGHT _ 3-- --- ------------------ ----------------------- ---------------------------------- 12 3:1 3'.12- -3.12 ' 12 3.-12 -------- 38.86 --- 3. 2 3. �- " 12 f �s HIGH ROOF PLATE ��Lj --- 18 a �N� / �HIGHDORMERS - 18 / 31 Nl�fb FLAT HEIGHT , ATnc 5 =�-T1fq ------------- --------- ---- -- - 33.86T- ----------------- - -----o ---- ------ - -- - - - ------ _ DEN vu 46 43 1 -- - 21 46 4 , • � 44 - � ATTIC MECH. 41- � � Z LL 2 � oo u REAR ROOF PLATE N LL \ 30.45'' 3 7�4 - THIRD FLOORDO.S.� - - - - - - - - - - - - - - - - - - / 17 r MI 29.78' - _ rbL-THIRD FLOOR PLATE _ - - - - 28.70'- y M. -ILJ II 23 ,' 26 ss] 10 24 BE ROOM #3 o -J-LLL[ L[ 2 ❑ ❑ 000 22'ALL� STAIRCASE 1 II III 13 J ELEV. 1 MASTER W.I. 50 36 AST ;D 1 JI LI 42 GUEST SUITE FLOOR T.O. _ 5 _ 2145-- N � GOUE6ST SUITE FLOOR PLATE - _ _ - _' 45 -- ------------------------------------------------------------------------------MAX. RIDGE _HEIGHT c z N � 38.86' ------------------------------ -- --- - HIGH ROOF PLATE 13 36.78 � AD -1 ---- 8� _ = HIGH DOR 34 ER2� 36 - - ---- ------ ------ ------------------ - ----- MAX FLAT HEIunI 33.86' 13 40 Z LL 2 LL m THIRD FLOORT.O.S. � N 41 ¢ 29.78' I 3:12 _ _ _ _ _ FRONT ROOF PLATE � f -- - ------ ------ - THIRD FLOOR PLATE 28.70' BATH ❑ ❑ ❑ 37 25 ® ® ®I m r KITCHEN• IF 111 43, 1 11 1 NMI 1 I �36_I �=III �I 9.86'11 .� _ ��1 II �JI�JI .� I.J� ljk.aR DE PLANE FLOORFIR • ' COVERED PORCH 13 IN io KEYNOTE LEGEND 1 INTERIOR GUARDRAIL -MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 2,4,9/AD-1 2 INTERIOR STAIR MOUNTED HANDRAILL-34"-38" ABV. NOSING, (36" TYP. U.N.O.) REF. DTLS. 4, 9/AD-1 m 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 4 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REO'D. BY MFGR. 5 A/C. CONDENSER UNIT- SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) 6 BRICK VENEER- PER DTL. BAD -1 & MATERIAL SCHEDULE 7 UPPER CABINET- BUILT-IN, FINISH AS SEL. E UNDER CABINET FIXTURE- FLUORESCENT 9 N 10 11 SHELF AND POLE - BUILT IN, FINISH AS SEL. 12 WASHER -PROVIDE HOOK-UPS .&POWER 13 FURNISHINGS -AS SELECTED 14 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 w KEYNOTE LEGEND 1 INTERIOR GUARDRAIL -MIN. 42" HIGH -4" MAX. SPHERE OPENING, REF. DTLS. 2,4,9/AD-1 2 INTERIOR STAIR MOUNTED HANDRAILL-34"-38" ABV. NOSING, (36" TYP. U.N.O.) REF. DTLS. 4, 9/AD-1 3 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 4 FAU - PROVIDE GAS S.O., POWER, AND VENTING AS REO'D. BY MFGR. 5 A/C. CONDENSER UNIT- SIZE TBD - PROVIDE POWER AND SOUND DAMPENING PAD AS REQ'D. (SOUND ATT. REQ'D. BY C.N.B.) 6 BRICK VENEER- PER DTL. BAD -1 & MATERIAL SCHEDULE 7 UPPER CABINET- BUILT-IN, FINISH AS SEL. 8 UNDER CABINET FIXTURE- FLUORESCENT 9 Z= �a 10 11 SHELF AND POLE - BUILT IN, FINISH AS SEL. 12 WASHER -PROVIDE HOOK-UPS .&POWER 13 FURNISHINGS -AS SELECTED 14 EXTERIOR LIGHTING -TO BE HIGH EFFICIENCY, LOW EFFICIENCY MAY BE PROVIDED PER ELECTRICAL NOTE #33 15 DECO. WOOD TRELLIS, PAIN' AS SEL., ARCH. TO APPV. 16 CONCRETE SLAB ON GRADE- REF. STRUCT. & CIVIL DWGS. 17 FLOOR JOISTS - REF. STRUCT. 18 ROOF RAFTERS - REF. STRUCT. 19 DISPLAY SHELF - BUILT-IN, FINISH AS SEL. 20 DOWNSPOUT -COOPER- AS SEL. (ARCH. TO APPV.) 21 22 COOPER GUTTER - SHAPE AS SEL.- PROVIDE SHOP DWGS. TO ARCH. 23 CROWN MOULDING, SEAL AND PAINT AS SEL.- ARCH. TO APPV. PROFILE 24 SINK - AS SELECTED (VERIFY COUNTER OR WALL MOUNT FIXTURES W/. OWNER) 25 BATHTUB -AS SELECTED (VERIFY LOGIN. OF FIXTURES WI. OWNER) 26 EXHAUST FAN W/. DUCT -MIN. 50 CFM 27 WALL MOUNTED LIGHT FIXTURE, SCONCE 28 29 FIREPLACE - PREFABRICATED, GAS ONLY, BOX INSERT'DAVINCI CUSTOM FIREPLACES' ANSI Z21.5013-20141 CSA 2.228-2014 COMPLIANT (DTL. 221AD-11 (FACTORY BUILT FIREPLACES, CHIMNEYS AND ALL OF THEIR COMPONENTS SHALL BE LISTED AND INSTALLED IN ACCORDANCE W/. THEIR LISTING AND MFG'R. INSTALLATION INSTRUCTIONS. GASEOUS FUEL BURNING PAN MUST BE PERMANENTLY ANCHORED TO THE FIREBOX. FIREPLACE MUST COMPLY W/. THE CALIFORNIA ENERGY STANDARDS MANDATORY MEASURES.) EXTERIOR COMBUSTION AIR DUCTS SHALL BE LISTED COMPONENTS OF THE FIREPLACE, AND INSTALLED ACCORDING TO THE F.P. MFGR'S. INSTR'S. (CRC R1005) 30 ICEILING FAN - W/. INCANDESCENT FIXTURE, AS SELECTED 31 DECORATIVE PENDANT LIGHT FIXTURE 32 KITCHEN SINK - AS SELECTED 33 CUSTOM BUILT DINING TABLE & KITCHEN ISLAND PER OWNER &ARCH. 34 KITCHEN EXHAUST HOOD - PROVIDE MIN. RATE OF 100 CFM - INSTALL & PROVIDE POWER PER MFGR'S. INSTRS. 35 RANGE -VERIFY APPLIANCE W/.OWNER- PROVIDE HOOD CAPABLE OF 100 CFM MIN. (VERIFY WI. MFGR.) 36 EXTERIOR GLASS RAILING W/. HANDRAIL- MIN. 42" HEIGHT , REF. DTLS. 2,4/AD-1 37 PROVIDE POWER FOR POTENTIAL POOL/SPA EQUIPMENT- G.C. TO VERIFY LOC'N. 38 CHIMNEY CAP/SPARK ARRESTOR-(DTL 21/AD-1](NOTE: DECORATIVE SHROUDS SHALL NOT BE INSTALLED ATTHE TERMINATION OF FACTORY BUILT CHIMNEYS EXCEPT WHERE SUCH SHROUDS ARE LISTED AND LABELED FOR USE WITH THE SPECIFIC FAC. BUT. CHIMNEY SYSTEM AND ARE INSTALLED IN ACCORDANCE W/. MFGR. INST. INSTRUCTIONS. CMC 802.4.2.4) 39 CHIMNEY SHALL EXTEND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING W/IN. 10', BUT SHALL NOT BE LESS THAN 3 ABV. THE HIGHEST POINT W HERE THE CHIMNEY PASSES THRU THE ROOF 40 LOGIN. OF FUTURE FIRE PIT, REF. LANDSCAPE DWG'S. -24" MAX. ABV. N.G. 41 DECK FRAMING - REF. STRUCT. 42 RESIDENTIAL ELEVATOR -'CALIFORNIA CUSTOM LIFT, INC.'OR EQUIV., SHAFT SIZE =59"x60"CLEAR - PROVIDE SHOP DWGS. TO ARCH. PRIOR TO PURCHASE & INSTALLATION 43 DISHWASHER -AS SELECTED 44 VEHICLE- MINIMUM PARKING DIMENSIONS ON PLANS 45 LINEAR FLUORESCENT FIXTURE - CEILING MOUNT (ALT. RECESS) 46 CEILING FRAMING - REF. STRUCT. 47 WOOD SHINGLE ROOFING PER MATERIAL SCHEDULE w o Z c O� -UO maZ-2 Z -tZ W o CDN QMU W- a3¢m�moat W � Z= �a m o E U ML W Lu W V 0_ = 0 a ti 9 LL LLI Z J UmzmOc mmv w ¢�zc�y mm$ Z Z ¢ N L NC N N nr)CI IN4FNT \/AI in I IP(1N ORIGINAL SIGNATURE Tn c0 '00 C N cLty 5 SIM LLI O -Z E � 5nt N 1 SECTION INDICATOR17_ � ° " r U U N OIL T SECOND FLOOR (T_O.S.) / A101 r n m 1 o d ° c - M 20.20' V ` - -- SECOND FLOOR PLATE SIM z 19.11' cmv0 P.L. A1o1 CALL -OUT TAG Q F F v m o c U- U -tea :F 0 � H � Name ELEVATION INDICATOR Olt�0 T=c= = 2c=i ° Elevation m r = 0 REVISION FLAG REVISIONS a 20R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 6 101 DOOR TAG - REF. SHEET A-8 GRADE PLA' 1i WINDOW TAG - REF. SHEET A-8 n KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET FIRST FLOOR (T.O.S.) n 9.11' A ANNOTATION LEGEND IIIIIIIIIIIIIIIIII I- 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 LONGITUDINAL SECTION 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 LOT114- VV -0" 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. Joe NO, 2017-14 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 07/13/2017 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL AI,mm,500 B SEPARATION LEGEND o Z c O� -UO maZ-2 -tZ a3¢m�moat m o E O'OSw m' OC amE HI`I O N d O O = 0 a ti 9 W 0 0_ w d> V UmzmOc mmv ////�� VJ ¢�zc�y mm$ Z Z ¢ N L NC N N 0dw Tmw O0 a.j-Md5 O z p dm2 T N m w T EL _ ¢ U O O- .0 L r !r and ud4-: mD = 3.a m 5-o Mm v Tn c0 '00 C N cLty 5 SIM LLI O -Z E � 5nt N 1 SECTION INDICATOR17_ � ° " r U U N OIL T SECOND FLOOR (T_O.S.) / A101 r n m 1 o d ° c - M 20.20' V ` - -- SECOND FLOOR PLATE SIM z 19.11' cmv0 P.L. A1o1 CALL -OUT TAG Q F F v m o c U- U -tea :F 0 � H � Name ELEVATION INDICATOR Olt�0 T=c= = 2c=i ° Elevation m r = 0 REVISION FLAG REVISIONS a 20R@ 71/2" STAIR TAG (NO. OF RISER & HEIGHT) NO. REVISION DATE <1i> WALL TAG 6 101 DOOR TAG - REF. SHEET A-8 GRADE PLA' 1i WINDOW TAG - REF. SHEET A-8 n KEYNOTE TAG - REF. KEYNOTE LEGEND THIS SHEET FIRST FLOOR (T.O.S.) n 9.11' A ANNOTATION LEGEND IIIIIIIIIIIIIIIIII I- 1 HR. FLOOR SYSTEM REF. DTL. 7/AD-1 LONGITUDINAL SECTION 1 HR. FIRE RATED PARTITION REF. DTL. 7/AD-1 LOT114- VV -0" 0 EXTERIOR FIRE RATED PARTITION REF. DTL. 5/AD-1 INSULATED SYS. REF. INSULATION SCHEDULE THIS SHT. Joe NO, 2017-14 D NEW WALL - 2 x 6 STUDS @ 16" O.C. U.N.O. DATE 07/13/2017 O NEW WALL - 2 x 4 STUDS @ 16" O.C. U.N.O. SHEET NO. ® WALL W/. STONE VENEER - 2x STUDS @ 16" O.C. U.N.O. CONCRETE RETAINING WALL - REF. STRUCTURAL AI,mm,500 B SEPARATION LEGEND SITE ADDRESS: PC #: TO BE COMPLETED BY TIE DESIGN ENGINEER, AND INCLUDED ON THE CONSTRUCTION DRAWINGS. WED ON THE PROJECT SCOPE, PLEASE IDENTIFY THE ELEMENTS ANDIOR CONNECTIONS THAT REQUIRE STRUCTURAL OBSERVATION. SPECIFY THE VOERVA OR STAGE OF CONSTRUCTION WHEN THE STRUCTURAL OBSERVATION WRL BE PERFORMED. TYPE STRUCTURAL ELEMENTS ANO'OR CONNECTIONS TO BE OBSERVED SCHEDULED INTERVAL OR STAGE OF CONSTRUCTION INSPECTION IN FOOTINGS, SLAB FOUNDATION, ANCHORS BEFORE POURING CONCRETE STANDARD' 0 MAT FOUNDATION, PRESTRESSED CONC. SLAB 1. Inspection of reinforcing steel, including presiTesing tendons, and placement _ ❑ CAISSON, PEE, GRADE BEAM BEFORE POURING CONCRETE r 0 OTHER: w� w 0 CONCRETE 3 ❑MASONRY - uS ■ WOOD OR MANUFACTURED SHEAR PANELS BEFORE COVERNG WITHPAPER w 0 OTHER: ACI 318: 1908.5, 0 STEELMOMENTOR BRACEDFRAME 0 CONCRETEMOMFNT FRAME 1909.1 LL 0 MASONRY WALL FRAME ACT 318: 0 OTHER: 4. Inspection of anchors post -installed in hardened concrete membersa. - 0 CONCRETE 3.11.6,13.1-3, 1909.1 0 STEELDECK ■ WDDD BEFORE COVERING WITH PAPER 0 OTHER: FINAL IN FINAL OBSERVATION B REPORT 5. Verifying use of required design mix. FOUNDATION NOTES 1. ALL CONTINUOUSEXTERIOR FOOTINGS SHALL HAVE 518"DIAMETER X I P'A.B. S WITH 3"X3 "X 114" WASHERS, MIN. 7EMBEDMENT ONTO CONCRETE, AT 72" 0. C. UNLESS NOTED OTHERWISE ONPLANS. ONEANCHOR BOLT SHOULD BE LOCATED MAX 11" AWAYFROM THE END OF THE SILL PLATES. MIN. (2) A.B.'SPER SILL PLATE PER SHEAR PANEL. 1. ALL INTERIOR WALLS SHALL ILA VE HILTI-XU 7132"0X3112"@32" O.C. TO BE INSTALLED WITHICC NUMBER 2269. ACTUAL SLAB THICKNESS SHALL BE MINIMUM3-111" 3. ALL HOLDOWNSAND POSTANCHORS SHALL BE TNSTALLEDACCORDNG TO SIMPSON STRONG TIE SPECIFICATIONSAND REQUIREMENTS OFICCREPORT # 1330 AND SHALL BE TIED INPLACE PRIOR TO FOUNDATIONNSPECTION. q, MIN. CONCRETE WIDTHSHALL BE 8"FOR RECEIVING MPAs. AND HPAHD22s. VERIFY LOCATIONS OFHOLDOWNSAND ANCHOR BOLTS WITH ROUGHFPAMING TO ASSURE PROPER AND ACCURATE NSTALLATION PROJECT DESCRIPTION: ,I -THIS PROJECT IS A SINGLE FAMILY CUSTOM HOME TO BE BUILT USING MAINLY LIGHT FRAMED WOOD CONSTRUCTIONAND SOME STEEL MEMBERSASREQUIRED PER FINAL DESIGN. 2- THE STRUCTURE TO BE BUILT ON SHALLOW CONTINUOUS FOOTING / GRADE BEAMS AND SLAB ON GRADE. CONTINUOUS FOOTING TO BE MIN. 18" WIDE X 24"DEEP. 3- ALL EXTERIOR FOOTING TO HAVE MIN. 6" STEM WALL FOR WATER PROOFING I I I I I I P_7 IDI 1.101, A - - - �PROPERTYLINE - - - - - - - - - - - - - - - I I P_7 F - @SLABMIDHT. OVER I, ,I L'. '.'rI 1 A 7 2"SAND OVER 16 ^ 24" WIDE X24" DEEP GRADE I 15 MIL VAPOR BARRIER MEETING (ASTM 1745) I. I O @ ( ) DI OVER1"OFSAND ) BM. W14 #S TOP& 4 #5 OVER 4"THICKBASEOF 12 "OR LARGERAGGREGATE I '.I @ BOTT & # 3 TIES @ 12"O.C. FC'=4000 PSI SPECIAL INS. 5"THKCONCSLAB PEQ. I I' .I I�., sI @SLACBIMI0 HT. OVER rI •.:I�-1 16 ? I I! 1 2'SAND OYER 15 WL VAPOR BAWER EETING(ASTM 1745) RAND ' DI 3 OVER 4"THICKBASE OF I/2 OR LARGER AGGREGATE A. ., 5" THKSftf, CONC SLAB I{ 1 W/#4@I2 "OCEAWAY 5- TER CONC SLAB I @SLAB M/D ITT. OVER @S 12"OC E.A.WAY 2"SAND OVER ® 22SANDOVER ID HT TER I 1' 6" I 13 MIL VAPOROBVARRIER MESEG(ASTM 1745) /SAIL VAPOR BARRIER OF (.ASPM 1745) OVER 4"THICKBASE OF 1/2 "OR LARGER AGGREGATE AND OVER 2' OF SAND ." _I �i'.,' OVER 4"THICK8ASEOF 1/2 "OR LARGER AGGREGATE Dl DI I El 1 fl. l I �-- - 1 DI 10 N'ON. BR'G I I I r r: Ili I DI WALLS I� --l�-� w. T".1]QSA nEQMm'n VFAI ... Ann mSPE.. VERIFICATION AND REFERENCED INC INSPECTION CONTINUOUS PERIODIC STANDARD' REFERENCE 1. Inspection of reinforcing steel, including presiTesing tendons, and placement _ x ACT 318: 15, 1910.4 w� w 7.1-7.7 2. Inspection of minforcmg steel welding in accordance with Table 1705.2.2, Rem 2b. - - AWS DIA ACI 318: 3.52 - 3. Inspection of anchors east In concrete where allowable loads have been increased or wherestrength, design _ x ACI 318: 1908.5, Is used. 8.13, 21-" 1909.1 ACT 318: 4. Inspection of anchors post -installed in hardened concrete membersa. - X 3.11.6,13.1-3, 1909.1 21.2.8 ACI 318: Ch. 4, 19o4.Z, 5. Verifying use of required design mix. - % 5.2-5 4 19102, 1910.3 ASIN C 172 6. At the time fresh concrete's sampled to fabricate specimens for strength tests, perform slump and air IT - ASCI C 31 1910.10 content tests, and determine the temperature of the concrete. ACI 318: 5.6, 5.8 AC[ 318: S9,5-10 1910.6, 7. Inspection of concrete and sh�e placement for proper application tion chniques. X - 19103, 1910.8 8. Inspection for maintenance of specified curing temlasature and techniques. - x ACI 318: 5.11- 1910.9 5-13 9. Inspection of prestressed conorete: ACI 318: 1820 a.Appltcation of prestressing forces. % ]ICT 318: b.GrmMng of bonded prestressing tenons in the seismic fore rsi ft g system. x 18.18.4 _ 10. Erection of precast concrete members. - x ACE 318: CL. - 16 IL Verification of in-sito concrete strength, prior be strewing of tendons in post -tensioned concrete and prior - X ACT 318: 62 - hT removal of shores and farms from beams and structural slabs. 12. Inspect to annawk for shape, location and dimensions of the concrete member being formed- X ACT 318: 6.1.1 5. PROVIDE #3X24" DOWEL AT 24"OC. AND 11"FROM THE CORNER AT ALL CONCRETE STOOP AND PORCHES. 6. PROVIDE MINIMUM (1) #5 REINFORCING BAR AT TOP AND (2) #5 AT BOTTOM FOR ALL CONTINUOUS FOOTING INADDITION (1) #4 BAR EXTRA FOR ELECTRICAL GROUND. LOCATION TO BE VERIFIED WITH ELECTRICAL CONTRACTOR. 7. VERIFYMINIMUMFOUNDATION DEPTH,WIDTH,REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND IF ANYMORE RESTRICTIVE THE SHALL SUPERSEDE THE ABOVE MINIMUMS. 8. CONCRETE STRENGTH SHALL BE MINIMUMZ500 PSI, WATER CEMENT RATIO OF.45 AND TYPE V CEMENT UNLESSA SOIL REPORT RECOMMENDS OTHERWISE. 9. FOUNDA TIONDRA WING SHALL REFLECT THE STRUCTURAL REQUIREMENT ONLY. REFER TO ARCHITECTURAL PLANSFOR DIMENSIONS NOT SHOWN. ACCURACY OF THE DIMENSIONSAND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BYTHEARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. 10. WAITING PERIOD FOR CONCRETE SLAB -ON -GRADE PRIOR TO START OF CONSTRUCTIONISASFOLLOWS: a. WALK ONSLAB 14 HOURSAFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYSAFTER CONCRETE POUR. c, BEGINROOFIFLOOR FRAMING 7-10 DAYSAFTER CONCRETE POUR. d. DO NOT LOAD ROOFPRIOR TO 14 DAYS AFTER CONCRETEPOUR, IL THE MAXIMUM SOIL BEARING PRESSURE IS 1,800 PSF. PER SOILS REPORT #W.0.524316 -OI, PREPARED BY COAST GEOTECHNICAL, INC., DATED: 0111012017. 11. ALL DIMENSIONESHOWN ON THE PLANS ILA VE BEENDETERMINED BY THE ARCHITECT 13. FASTNERS FOR PRESERVATIVE -TREATED SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL, SILICON, BRONZE, OR COPPER, 14. SHEAR WALL ANCHOR BOLTSAND HOLDDOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATIONINSPECTION. sir/ EXTERIOR FOUNDATION INTERIOR FOOTING GRADE BE" PROPERTYLINE 77- .- 7 - -;T FOUNDATION PLAN 1/4"=1 r-0" List of work requiring special inspection: 191 SOILS COMPLIANCE PRIOR TO FOUNDATION INSPECTION ❑X STRUCTURAL CONCRETE OVER 2500 psi ❑X EXPANSION/EPDXYANCHORS FRI STRUCTURAL SHEAR WALLS TYPE NUMBER 2, 3, AND 4. ANCHOR BOLT SCHEDULE 32 518"DIAMTETER X 12" ANCHOR BOLTS @ 31 "O. C. 16 518"DL4METER X 12" ANCHOR BOLTS@16"O. C. 8❑ 518"DIAMTETERX12"ANCHOR BOL TS@8"O. C. S a 314"DIAMTETER X 12" ANCHOR BOLTS @ 8"O. C. (MIN 3 A.B.'S) NOTE: ALL EXTERIOR FOUNDATION TO HAVE MIN. 6"HIGH STEM. LINE PAD SCHEDULE Pl 2'W' SQ. X24 " DEEP PAD W(4)- # 5 E.W @ BOTTOM p2 2'-6"SQ. X24"DEEPPAD W(5)-#5EW.@BOTTOM p3 3'-0"SQ. X14"DEEP PAD W(6)-#5 E. W,@BOTTOM pq 3'W' SQ. X24 " DEEP PAD W(6)- # 5 E. W. @ BOTTOM p5 4W' SQ. X24"DEEPPAD W(7)-#5EW.@BOTTOM P6 4W' SQ. X24"DEEP PAD W(8)-#5 E. W,@BOTTOM HFX STR UCT URAL OBSER VA TION NOTE: IN ACCORDANCE WITH DEPARTEMENT POLICY CBC 1710, STRUCTURAL OBSERVATION IS REQUIRED FOR HFXANCHOR PLACEMENT INCLUDING BOLT WASHER ASSEMBLY,E'OGE ISTANCE AND END DISTANCE,SHEAR TIESAND REINFORCING BARS HFX SPECIAL INSPECTION NOTE: PER SECTION 1704. I. ],SPECIAL INSPECTION IS REQUIRED FOR HFXANCHOR PLACEMENT INCLUDING BOLT WASHER ASSEMBLY,EDGE ISTANCE AND END DISTANCE,SHEAR TIES AND REINFORCING BARS HARDYFRAMESNOTES: HARDY FRAMES TO BE INSTALLED AT CENTER WIDTH OF GRADE BEAM ALL REIFORCING STEEL AND TIES FOR HARDY FRAME TO BE 60 KSI STEEL.INCLUDING BARS # 3,4,5, 6 IREVISIONS II PROJECT / TITLE NEW CUSTOM HOME No. C-75736 Exp. 06/30/18 04-27-2017 ro •i"IW W S-1 so O w� w IREVISIONS II PROJECT / TITLE NEW CUSTOM HOME No. C-75736 Exp. 06/30/18 04-27-2017 ro •i"IW W S-1 so ENLARGE FOUNDATIONAS-VERIFYALL INFORMATION REQUIRED PER DETAIL ?/DI. PER SOILS REPORT. 1261 121116 REINFORCING REBAR @ CORNERS III GRADE BEAM AT APRON/PATIO 16 EXTERIOR BEARING FOOTING 1 COLD JOINT #4 DOWEL @ 24" O.C. FOR DBL POUR. W112" INTO SLAB & FOOT'G SLAB PER PLAN—\ UNDERLAYMENT PER SLAB NOTE SHEETS] SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER v DETAIL 3 & 4/DI `" REINFORCEMENTPER COLD J 2X OR 3X P.T D.F. SILL PLATE WITH 518" DIAMETER #4 DOWEL @ 24" A.B.'s @ 72" O.C. U.N.O ON PLANS. O.C. FOR DBL POUR. W / 7"EMBEDMENT INTO FIRST POUR W112 "INTO SLAB & FOOT'G I SLAB PER PLAN U #4 DOWELS @ 14" O.C. UNDERLAYMENT PER SLAB L NOTE SHEETS] � J. SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER a. DETAIL 3 & 4/DI (2) #5 TOP & BOT. 2X OR 3X P.T D.F. SILL PLATE WITH 518" DIAMETER COLD JOINT A.B.'s @ 72"O. C. UN.O ON PLANS. W / 7"EMBEDMENT INTO FIRST POUR #4 DOWELS O(`� 24" O.C. FOR DBL POZIR COND. W/ 12"EMBEDMENT 1/2"FIBERBOARD EXPANS/ONJOINT MATERIAL SLAB PER PLAN 4„ UNDERLAYMENT PER SLAB/ NOTE SHEETS] COMPACTED SEE PLAN FILL AS REQ'D— (2) #5 TOP & BOT. d O O O SEE PLAN 2X OR 3X P. T.D.F. SILL PLATE WITH 5/8"DIAMETER A.B.'s @ 72"O. C. U.N.O ON PLANS. W / 7" EMBEDMENTINTO FIRST POUR Z SEE MINIMUMFOUNDATION DEPTHATHOLDOWNPER DETAIL 3 & 4/Dl -VERIFYALL INFORMATION PER SOILS REPORT-VERIFYALL INFORMATION PER SOILS REPORT. 27 22 17 HOUSE TO PORCH 12 HOUSE TO GARAGE 7 INTERIOR BEARING FOOTING 2 COLD JOINT ° 0 o de SLAB 2X OR 3X P. T.D.F. SILL PLATE o0 ° #4 DOWEL @ 24" WITH 578"DIAMETER o00 o COLD JOINT O.C. FOR DBL POUR. A.B.'s @ 72"O. C. U.N.O ON PLANS. ° W112 "INTO SLAB & FOOT'G °o ° W/7"EMBEDMENTlNTO FIRST POUR 0 00 o —� 00 SLAB PER PLAN o 00 ` a TFSST ANCHOR TYPE 12" ° B BOLT UNDERLAYMENT PER SLAB U#4 DOWELS @ 14"O.C. NOTE SHEETS] � . �L / 29 23 24 19 SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER e DETAIL 3 & 4/DI (2) #5 TOP & BOT. 131 HOUSE TO PORCH L.i -VERIFYALL INFORMATION PER SOILS REPORT. 8 41N. •e-11 1/4"+3" III„MIN L /'I PRO VIDE MIN #4 BAR, 6'-0"LONG, 3"TO 5"FROM THE TOP OF THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS DEEPEN FOOTING AS REQUIRED TO ACHIEVE 1e + 3"COVER REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER fc = 2500 psi (UNO.) SEE PLANS FOR HOLDOWN TYPE ALLOWABLE TENSIONLOADS(LBS) BASED ON WOOD CAPACITY SIMPSON ALTERNATE ANCHOR DIA. AND TYPE de le MW DIST. O M HOLDOWN (MIN.) CORNER PIECE ( WITH 5/8"DIA METER TO CORNER COLD JOINT HDU5 4X4 COLD JOINT 2X OR 3X P. T.D.F. SILL PLATE 40 D OR BAR BEND 5645 HDU8 4X4 7/8"SSTB28 13/4" 25" WITH 518" DIAMETER 24"MIN. OMITTED). 4X6 OR 718"SSTB28 #4 DOWEL @ 29" 25" 5" 7870 A.B.'s @ 72" O.C. UNO ON PLANS. 6X6 HILTI-XU (ICC NUMBER 22 69) 2X STUDS @ 16" O.C. EXPANSIONJOIN t14 DOWELS (a� 24" O.C. W / 7"EMBEDMENT INTO FIRST POUR SHOT PINS @ 32" O.C. MATERIAL 0 O.C. FOR DBL POUR. O MIN 8"ATINDIVlDUAL FOR DBL PR GOND. _ W112 "INTO SLAB & FOOT'G #4 DOWEL @ 24" �D PIERS (i.e. NO CONC. W/ 12EMBEDMENTO " rrw� vl PLACED 6"AND 10" O.C. FOR DBL POUR. W/12"INTO SLAB & FOOT' v 0 ALL THREAD .:.� ..,+ :, ': ;:�. i .• .::..:'. ' SLAB PER PLAN SLAB PER PLAN ;'. F., GRADE OR O SLAB PER PLAN PER TABLE BELOW FLOOR OR DECK PRESENT). AND POST PER PLAN. FILL P[BS & LCB BASE SEE MINIMUMFOUNDATION H DEPTH A THOLDOWN PER 2 #5 TOP &BOT. O DETAIL 3 & 41DI 44 O Q � N FOUNDATIONPER FOOTING NAT GRADE PLANS RElNFORMENT. • , ' — _ - I"MIN. FIN SEE PLANS ' ° -VERIFYALL INFORMATION � SLAB b. '•' �O M�D� =25, 2:o::, 7 NON-BR FG WALL TI 0 - UNDERLAYMENT PEi SEE MINIMUM FOUNDATION COMPACTED CO NOTE SHEET SI`" � FIN FILL AS REQ77 2 DETAIL 3 & /DIOWNPER F" F" UNDERLAYMENT PER SLAB � COMPACNOTESHEETSI #3 CROSS -TIE a FILL AS R AT COL. BASE FOOTING (2) #5 TOP & BOT SEE PLAN ^:':T "•'`: GRADE BEAM,SEE PLANS' O 12" MIN 5"LEDGER AT THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS LOCATION FDN SEE PLANS FOR REINFORCEMENT '^ MIN VENEER, SEE ARCH PLAN -REFER TOMER. SPECS. FOR INSTALLATION TO WOOD MEMBER ' 3 -fc= 2500psi(U.N. O) SEE PLAN SEE PLAN ENLARGE FOUNDATIONAS-VERIFYALL INFORMATION REQUIRED PER DETAIL ?/DI. PER SOILS REPORT. 1261 121116 REINFORCING REBAR @ CORNERS III GRADE BEAM AT APRON/PATIO 16 EXTERIOR BEARING FOOTING 1 COLD JOINT #4 DOWEL @ 24" O.C. FOR DBL POUR. W112" INTO SLAB & FOOT'G SLAB PER PLAN—\ UNDERLAYMENT PER SLAB NOTE SHEETS] SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER v DETAIL 3 & 4/DI `" REINFORCEMENTPER COLD J 2X OR 3X P.T D.F. SILL PLATE WITH 518" DIAMETER #4 DOWEL @ 24" A.B.'s @ 72" O.C. U.N.O ON PLANS. O.C. FOR DBL POUR. W / 7"EMBEDMENT INTO FIRST POUR W112 "INTO SLAB & FOOT'G I SLAB PER PLAN U #4 DOWELS @ 14" O.C. UNDERLAYMENT PER SLAB L NOTE SHEETS] � J. SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER a. DETAIL 3 & 4/DI (2) #5 TOP & BOT. 2X OR 3X P.T D.F. SILL PLATE WITH 518" DIAMETER COLD JOINT A.B.'s @ 72"O. C. UN.O ON PLANS. W / 7"EMBEDMENT INTO FIRST POUR #4 DOWELS O(`� 24" O.C. FOR DBL POZIR COND. W/ 12"EMBEDMENT 1/2"FIBERBOARD EXPANS/ONJOINT MATERIAL SLAB PER PLAN 4„ UNDERLAYMENT PER SLAB/ NOTE SHEETS] COMPACTED SEE PLAN FILL AS REQ'D— (2) #5 TOP & BOT. d O O O SEE PLAN 2X OR 3X P. T.D.F. SILL PLATE WITH 5/8"DIAMETER A.B.'s @ 72"O. C. U.N.O ON PLANS. W / 7" EMBEDMENTINTO FIRST POUR Z SEE MINIMUMFOUNDATION DEPTHATHOLDOWNPER DETAIL 3 & 4/Dl -VERIFYALL INFORMATION PER SOILS REPORT-VERIFYALL INFORMATION PER SOILS REPORT. 27 22 17 HOUSE TO PORCH 12 HOUSE TO GARAGE 7 INTERIOR BEARING FOOTING 2 COLD JOINT ° 0 o de SLAB 2X OR 3X P. T.D.F. SILL PLATE o0 ° #4 DOWEL @ 24" WITH 578"DIAMETER o00 o COLD JOINT O.C. FOR DBL POUR. A.B.'s @ 72"O. C. U.N.O ON PLANS. ° W112 "INTO SLAB & FOOT'G °o ° W/7"EMBEDMENTlNTO FIRST POUR 0 00 o —� 00 SLAB PER PLAN o 00 ` a TFSST ANCHOR TYPE 12" ° B BOLT UNDERLAYMENT PER SLAB U#4 DOWELS @ 14"O.C. NOTE SHEETS] � . �L / 29 23 24 19 SEE MINIMUM FO UNDATION DEPTHATHOLDOWNPER e DETAIL 3 & 4/DI (2) #5 TOP & BOT. 131 HOUSE TO PORCH L.i -VERIFYALL INFORMATION PER SOILS REPORT. 8 41N. •e-11 1/4"+3" III„MIN L /'I PRO VIDE MIN #4 BAR, 6'-0"LONG, 3"TO 5"FROM THE TOP OF THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS DEEPEN FOOTING AS REQUIRED TO ACHIEVE 1e + 3"COVER REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER fc = 2500 psi (UNO.) SEE PLANS FOR HOLDOWN TYPE ALLOWABLE TENSIONLOADS(LBS) BASED ON WOOD CAPACITY SIMPSON POST ANCHOR DIA. AND TYPE de le MW DIST. O M HOLDOWN (MIN.) -„ WITH 5/8"DIA METER TO CORNER Q HDU5 4X4 5/8"SST824 13/4" 21" 5" 5645 HDU8 4X4 7/8"SSTB28 13/4" 25" 5” 6970 HDU8 4X6 OR 718"SSTB28 13/4" 25" 5" 7870 PBS & LCB BASE 6X6 HILTI-XU (ICC NUMBER 22 69) 2X STUDS @ 16" O.C. EXPANSIONJOIN - REFER TO MFR. SPECS. FOR INSTALLATION TO WOOD MEMBER TYP. HOLDOWNINSTALLATION 3 ISOLATED POST FOOTING 9 TYP. HOLDOWNINSTALLATION L, . tc 2X OR 3X P.T D.F SILL PLATE O M -„ WITH 5/8"DIA METER .N Q 3"SIDE COVER @ Q♦ A.B.'s @ 72" O. C. U.N.O. 1-3/4" CONC PEDESTAL AND PAD TO BE -.®� CBS & CB BASE 2"SIDE COVER @ ® HOLDOWN PER PLAN SLAB ONE POUR 7/32"DIA. X 3 12" PBS & LCB BASE HILTI-XU (ICC NUMBER 22 69) 2X STUDS @ 16" O.C. EXPANSIONJOIN TOP VIEW SHOT PINS @ 32" O.C. MATERIAL 0 O MIN 8"ATINDIVlDUAL WITH 14 GAGE WASHERS _ •. `. #4 DOWEL @ 24" �D PIERS (i.e. NO CONC. rrw� vl PLACED 6"AND 10" O.C. FOR DBL POUR. W/12"INTO SLAB & FOOT' v 0 ALL THREAD SIMP. COL. BASE SLAB PER PLAN ;'. F., GRADE OR O PER TABLE BELOW FLOOR OR DECK PRESENT). AND POST PER PLAN. FILL P[BS & LCB BASE SEE MINIMUMFOUNDATION H DEPTH A THOLDOWN PER 2 #5 TOP &BOT. O DETAIL 3 & 41DI 44 O Q � N o •3a Brr I"MIN. FIN SEE PLANS ' ° -VERIFYALL INFORMATION SLAB PER SOILS REPORT 3 01 =25, 2:o::, 7 NON-BR FG WALL TI 0 EXTERIOR GARAGE FOOTING 5jj FIN F" F" GRADE 4"+ #3 CROSS -TIE AT COL. BASE FOOTING SEE PLAN - PROVIDE MIN. #4 BAR, 6'-0"LONG, 3" TO 5"FROM THE TOP OF SEE THE FOUNDATION. CENTERED AT "HD" OMIT IF BARS EXISTS AT THIS LOCATION FDN ° - DEEPENFOOTING AS REQUIRED TO ACHIEVE (De+ 3 i PLAN -REFER TOMER. SPECS. FOR INSTALLATION TO WOOD MEMBER 3 -fc= 2500psi(U.N. O) -SEE PLANS FOR HOLDOWN TYPE CLR. SIMPSON POST ANCHOR DIA. AND TYPE de F HOLDOWN (MIN) SEE FOUNDATION PLAN HDUII 6X6 1"DIA. ALL THREAD 12" 18" HDU14 6X6 1"DIA. ALL THREAD 15" 23" 11019 6X6 11/4"DIA ALL THREAD 16" 24" ISOLATED POST FOOTING 9 TYP. HOLDOWNINSTALLATION L, PROJECT 17-031 REVISIONS 1. PROJECT / TITLE INEW CUSTOM HOME No. C-75736 Exp. 06/30/18 04-27-2017 SHEET D-1 tc 2X OR 3X P.T D.F SILL PLATE O M WITH 5/8"DIA METER .N Q GNU Q♦ A.B.'s @ 72" O. C. U.N.O. M W/7"EMBEDMENT 2X P. T. D. F. PLATE WITH INTOFIRSTPOUR !moi 7/32"DIA. X 3 12" 1/2"FIBERBOARD HILTI-XU (ICC NUMBER 22 69) 2X STUDS @ 16" O.C. EXPANSIONJOIN SHOT PINS @ 32" O.C. MATERIAL O WITH 14 GAGE WASHERS _ AND FIRST 2 PINS #4 DOWEL @ 24" �D rrw� vl PLACED 6"AND 10" O.C. FOR DBL POUR. W/12"INTO SLAB & FOOT' v CONCRETE SLAB FROM PLATE ENDS. SLAB PER PLAN ;'. F., GRADE OR O .. C°D ENGINEERED FILL SEE MINIMUMFOUNDATION H DEPTH A THOLDOWN PER 2 #5 TOP &BOT. O DETAIL 3 & 41DI Q � N Brr SEE PLANS -VERIFYALL INFORMATION PER SOILS REPORT 3 01 =25, 2:o::, 7 NON-BR FG WALL TI 0 EXTERIOR GARAGE FOOTING 5jj PROJECT 17-031 REVISIONS 1. PROJECT / TITLE INEW CUSTOM HOME No. C-75736 Exp. 06/30/18 04-27-2017 SHEET D-1 tc O M .N Q GNU Q♦ � M !moi O rrw� vl O PROJECT 17-031 REVISIONS 1. PROJECT / TITLE INEW CUSTOM HOME No. C-75736 Exp. 06/30/18 04-27-2017 SHEET D-1 S2 0 LEGEND TITLE REPORT/EASEMENT NOTES BENCHMARK INFORMATION - BLOCK WALL 14 BEACON BAY NEWPORT BEACH, CA 92660 BENCHMARK NO.: NB4-39-77 0 Q AC - - ASPHALT PAVEMENT CENTERLINE - BRICK SURFACE (APN: 988-880-48) DESCRIBED BY OCS 2002 - FOUND 3 3\4" OCS ALUMINUM BENCHMARK DISK STAMPED "NB4-39-77", SET IN THE NORTHEAST CORNER OF A 4.8 FT. Q \� EPB - ELECTRICAL PULL BOX NO TITLE REPORT PROVIDED ASTT CORNER CONCRETE CATCH BASIN. MONUMENT IS LOCATED IN THE SOUTHEAST FF - FFG - FINISH FLOOR FINISH FLOOR GARAGE OF THE INTERSECTION OF BAYSIDE DRIVE AND HARBOR ISLAND DRIVE, 64.6 FT. EASTERLY OF THE CENTERLINE OF HARBOR ISLAND DRIVE AND 38 FT. FH - FIRE HYDRANT v SOUTHERLY OF THE CENTERLINE OF BAYSIDE DRIVE. MONUMENT IS SET LEVEL WITH THE SIDEWALK. VICINITY MAP FS - FINISHED SURFACE - CONCRETE SURFACE p m @ NO SCALE gyS��F w Q ICV - IRRIGATION CONTROL BOX a . ELEVATION: 10.859 FEET (NAVD88), YEAR LEVELED: 2011 Q r �R• NG - NATURAL GROUND SDMH - STORM DRAIN MANHOLE W W W LEGAL DESCRIPTION SMH - TC - SEWER MANHOLE TOP OF CURB W W W - GRASS SURFACE REAL PROPERTY SITUATED IN THE CITY OF NEWPORT p' WM - W W WATER METER .r .v .r BEACH, COUNTY OF ORANGE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: BASIS OF BEARINGS WV - WATER VALVE THE BASIS OF BEARINGS USED ON THIS SURVEY IS THE U.S. S () - EXISTING ELEVATION LOT 14 OF RECORD OF SURVEY 2010-1095 RECORDED IN BULKHEAD LINE AS SHOWN AS EAST 3390.35 TO U.S. STA. 101, SHOWN HARBOR ISLAND - FOUND 1/2" IRON PIPE BOOK 251 PAGE 46 OF RECORD OF SURVEYS, IN THE ON RECORD OF SURVEY 2010-1095 AS FILED IN R.S.B. 251/46. DR. OFFICE OF THE COUNTY RECORDER OF SAID COUNTY �pQ Q - SEARCHED, FOUND NOTHING; SET NOTHING TBM - TEMPORARY BENCH MARK SET ON 2� A WATER METER (WM) ELEVATION = 9.73 FEET BEACON BAY z o SITE L' DEMO PLAN CRITERIA NOTES: • SITE TO BE FENCED ON ALL SIDES. • EXISTING SQUARE FOOTAGE OF BUILDING AND BEDROOM COUNT: 3,616 S.F. (5) BED, (6) BATH). • ALL DEBRIS SHALL BE WET AT TIME OF HANDLING TO PREVENT DUST. • SEWER LINE SHALL BE CAPPED. • ALL BASEMENT FILL (IF APPLICABLE) SHALL BE CLEAN AND UNIFORM. • STREETS AND SIDEWALKS ARE TO REMAIN CLEAR AND CLEAN. • PEDESTRIAN CANOPY PROTECTION REQUIRED IF DEMOLITION WITHIN 10 p FT. OF PUBLIC SIDEWALK. a U U7 W O Z (9.64)TC (9.02)FL (9.51) AC 10.21 TC 9.23 (9.76)AC EG (10.17)TC 9.50 TC 9.67 AC (9.02)FL EG 21) SHELTER COVE IT It _ a � lt (9.47) AC 9. WV 62 FS a ° Q v ° 9.40 �E�L ° % J N 0� m p 0 9.64 9.11 FS FS FS (8.85) FS Q ❑ Z 9.05 10.12 TC 0 EG 9.7Ar' (9.67)AC � � (9.21) �]° n � (8.80) CURB � � 9.89 ), � � � � � � � � � � � � N� _ o � � � 8.73 FS NG ® z I� - x Q FL CATCH SPEED BUMP PROPERTY 9.47 GRAPHIC SCALE aLL U ❑ BASIN LINE �' NG 4 4 4 $ 1 �6 9.11 (9.30) WV (10.07)TC (>9.55 )� 9.59 NG � 9.89" �•..'' TALL NG N00°00'00"E 100.00' 9 �� WA� NG> ' 9.09 9.28 1.5' TALL NG NG WALL ( IN FEET) I ❑ U U ❑ Z EG AC (9.57)AC O iJG \ > 1 INCH = 8 FT. Q N (9.56) TC -1- _ 9 a68 7 9.43 ��9�.I�i7F (17�3r) 9.72 NG FS FS > NTFsi 0 8.60 FLAG 1� 19 9- NG POL FS � rF WU N m J Z d❑' W ❑ It IL I- Q H H HSH i (8.96)FL 9.13 9.13 EG a FS > > > - � a � W#19 .I7,1 �FS. 74 5 > -9.9�1� FS 8.66 X9.49 NG Vij C7 O � o C7 c- Z_ V W I- Z Z 9.55 FS FlS I H NG Q o 7 ❑ FS: F51_ (9..8,9) FS m N II a ( 9.41) - (a9 1) o o AC •a7 FS ��.A�� 9.26 �� NG �; -9.7, 9 SAND \ FS C o ui EDGE OF PAVEMENT 32.59 (9.57) 9.89 o \ 9.91 RIDGE NG \\�� FS (31.82) CHIMNEY TOP \ - o c� m o rn Z a n (9.70) TC t o- FFG o (9.12)FL \ \ 9..9,8. FS 25 � AC PAVEMENT A FF 9.97 l (8.5NG \ LOT 1 �? o C4 = U EG Wo 9.43 r\ (� (� �� w IFF EXISTING 12❑U❑ NG.66 I F9.98 a FS - o ,,, ¢ A �p SII 3 Q o i " � \ BUILDING \ (9'94') Z U.S. BULKHEAD \ nn FS I PROPERTY LINE (9.6FS O 0-N U1�❑�❑ o ❑ �� D�� qq N 10.09 X10 00 FIF FS LINE PROPERTY > LINE (9 73) �� RFV FFG \ \ � . - I SURVEYOR'S NOTES (9.89)TC (9.07) FL WM � ° � SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR OFFSETS BEFORE STARTING GRADING. (9.29) EG (9.5AC (9.67) S a ATO_. OO Q (9.81) � FS �� . �� u��II (9.89) FUuS 8.63 NG PLEASE CALL PAUL CRAFT @ 714-488-5006 TO SCHEDULE. ' f('9.931) u�� 97_90 993 FS a 9.75 ° �� H IFS H H H H H H H H H a FS I��uu�u\\�I\��\u��uu��II I�� uu� �I�II�� NN �N ��II ( 8.82) NNN NNN NNN N f 1r NG C) (� (9.71) r1 FFS1 H H f1s o n N00°00'00"W 28.00' ------- -� FS (9.52) 7' TALL 9,91 N00°00'00"E 100.00' 9.69 9.92 (9.89) PLASTIC FENCE FS FS FS PROPERTY LINE 8.59 N � FS FS �� NG.79 NG Q C 9.69 �� \�� G � 32 FS (27.29) 28' m O BEXISTINGUILDING 00 0- O V ' 10.15 TC (9.18)FL (9.71) Q U w °° op 37 FS Ir � m � EG (D Lu . . (9.57) 0 m AC 0 ir 0- O T O 1� ui Z 5/08/2017 LANG 04NL g� OMINIC 'P PA L D. RAFT, P.L.S. 8516 DATE �G'A, LICENSE RENEWAL DATE 12/31/18 4�Ov �m �a a No. 8516 NOTE: SECTION 8770.6 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE A STATES THAT THE USE OF THE WORD CERTIFY OR CERTIFICATION BY A Exp. 12/31/18 LICENSED LAND SURVEYOR IN THE PRACTICE OF LAND SURVEYING OR THE LLJ PREPARATION OF MAPS, PLATS, REPORTS, DESCRIPTIONS OR OTHER SURVEYING F OF DOCUMENTS ONLY CONSTITUTES AN EXPRESSION OF PROFESSIONAL OPINION CA0 �= v REGARDING THOSE FACTS OR FINDINGS WHICH ARE THE SUBJECT OF THE CERTIFICATION AND DOES NOT CONSTITUTE A WARRANTY OR GUARANTEE, _ EITHER EXPRESSED OR IMPLIED. N cl- SHEET NO. 1 1 OF S2 0