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10/13/2021 CUP 3125-20 ADR 0148-20 MNSP 1019-20 - 7417 E. Grovewood Lane - Wahi ResidenceCity of Orange Page 1 of 15 Printed on 10/07/2021 AGENDA ITEM ZONING ADMINISTRATOR Item #: 2.1 10/13/2021 TO: Chris Cash, Zoning Administrator THRU: Anna Pehoushek, Assistant Community Development Director FROM: Monique Schwartz, Associate Planner 1. SUBJECT Public Hearing: Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence, located at 7417 E. Grovewood Lane 2. SUMMARY The applicant proposes to remodel and construct a 2,665 square foot room addition to an existing three- story single family residence, two detached habitable accessory structures with plumbing facilities (two- story gym/garage and pool house), and related site improvements. 3. RECOMMENDED ACTION Staff recommends approval of Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 subject to recommended conditions of approval. 4. AUTHORIZATION GUIDELINES Orange Municipal Code (OMC) Table 17.08.020 and 17.10.030.E.1.d and Table 17.14.160.F authorize the Zoning Administror to review and take action on Conditional Use Permits for habitable accessory structures with more than 450 gross square feet with plumbing facilities. OMC Table 17.08.020 - Reviewing Bodies states that when more than one type of application is filed for a single project, the application requiring the highest level of approval shall dictate the review process for the entire group of applications. Therefore, the Zoning Administrator is acting as the final deciding body on all of the applications for the project. 5. PUBLIC NOTICE On September 30, 2021, the City sent a Public Hearing Notices to a total of 39 property owners/tenants within a 300-foot radius of the project site and persons specifically requesting notice. The project site has been posted with the notification on that same date. 6. ENVIRONMENTAL REVIEW Categorical Exemption: The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) per State CEQA Guidelines 15303 (Class 3 - New Item #: 2.1 10/13/2021 City of Orange Page 2 of 15 Printed on 10/07/2021 Construction or Conversion of Small Structures) because it consists of the construction of tw o new, small (< 10,000 SF in urbanized area) structures zoned for such use, not involving the significant use of hazardous substances, where all necessary public services are available, and where the area is not environmentally sensitive. There is no environmental public review or notice required for a categorical exemption. 7. PROJECT BACKGROUND Applicant: Hsu McCullough Architects: Peggy Hsu Property Owner Ashish Wahi Property Location 7417 E. Grovewood Lane Existing General Plan Land Use Element Designation Low Density Residential, 2-6 dwelling units/acre (LDR) Existing Zoning Classification Single Family Residential, 10,000 square foot minimum lot size (R-1-10) Old Towne Not Applicable Specific Plan/PC Orange Park Acres Plan (part of the General Plan) Site Size 1.05 acres (45,958 square feet) Existing Conditions The site is an irregularly shaped hillside property, located at the terminus of a cul-de-sac. The property is currently developed with a 4,790 square foot colonial style three-story residence, attached 849 square foot three-car garage, swimming pool, tennis court, landscaping, perimeter fencing/gates and related site improvements. The tennis court and swimming pool will be demolished as part of this proposal. Surrounding Land Uses and Zoning Surrounding uses are single-family residences within the Single Family Residential, 10,000 square foot minimum lot size (R-1-10) zone to the north and west, and single family residential, 43,560 square foot minimum lot size (R-1-40) zone to the to the south and east. Previous Applications/Entitlements None located. 8. PROJECT DESCRIPTION The applicant proposes to remodel and construct a 2,665 square foot room addition to an existing 5,639 square foot three-story single family residence, two detached habitable accessory structures with plumbing facilities (2,293 square foot two-story gym/garage and 529 square foot pool house), and related site improvements. Item #: 2.1 10/13/2021 City of Orange Page 3 of 15 Printed on 10/07/2021 The remodeled residence and addition will total 8,304 square feet in area and will be configured to contain seven bedrooms, seven full bathrooms, two powder rooms, kitchen , family room, dining room, living room, theater and audio visual equipment room, two wet bar facilities, playroom, laundry room, and elevator. The proposed detached 2,293 square foot, two-story gym/garage structure will have a staggered design with the first floor constructed into the sloping hillside approximately 25 feet west of the three-story residence and over 45 feet from the west property line. The lower level will be configured with an 878 square foot gym that contains a full restroom, sauna, wet bar, and stairway leading to an upper level garage. The roof of the gym will be “green” and landscaped to blend with the surrounding yard. The garage will be 1,415 square feet, and will accommodate four vehicles. The garage openings will be located 25 feet from the west side of the residence, allowing for sufficient vehicle back -up distance. The detached 529 square foot pool house will be located to the south of the ma in residence and adjacent to a future swimming pool. The interior will be configured with an indoor/outdoor entertainment area, including a center island, wet bar, full bathroom, and sauna facility. Both detached habitable accessory structures with plumbing facilities will not contain kitchens, but only reduced sized wet bar-type sinks and appliances. These habitable accessory structures with plumbing facilities are not to be construed as accessory dwelling units. Architecture: The proposed exterior architecture of the primary residence displays a simple modern aesthetic. Architectural features include a minimalist horizontal design, flat cantilevered roof lines, second and third floor balconies/decks, and porte cochere with a complimentary water feature. Materials and colors also contribute to the modern design including anodized aluminum floor to ceiling windows and doors, glass guardrails for second and third floor balconies/decks, wood and brick siding, and smooth cement plaster finish. The exterior color scheme will incorporate natural tones of brick red, brown, and gray. The architectural design and use of materials and colors for the associated accessory structures will coordinate with the primary residence design. Landscaping: The project proposes to maintain many existing mature trees and shrubs, and provides new water efficient landscaping along the perimeter boundaries and project interior . Prickly Leaf Paperbark and Strawberry trees, as well as various shrubs and ground cover will be planted along the west property line to help screen the two-story gym/garage from view by the adjoining residential property to the west. Because the property is located within a very high fire hazard severity zone, the applicant has prepared a Conceptual Fuel Modification Plan that sufficiently complies with the City’s Vegetation Management Guidelines. This plan has been reviewed and approved by the Orange Fire Department. The existing driveway has been reconfigured for access to the new detached garage, and to accommodate a Fire Department access easement and turn -around requirements. Item #: 2.1 10/13/2021 City of Orange Page 4 of 15 Printed on 10/07/2021 Development Standards Required Proposed Code Section Building Height 32 feet maximum, two stories Garage/gym: 11 - 21 feet Pool house: 12 feet 17.14.070 Distance between structures 6 feet minimum Garage/gym: 25 feet Pool house: 65 feet 17.14.120 Fence height 6 feet minimum No fencing propose 17.14.180 Floor Area Ratio (FAR) .40 .23 17.14.070(u) Open space, useable (residential) 1,000 square feet In excess of 1,000 square feet 17.14.070 Setback, Front 20 feet Residence: 22 feet Garage/gym: 54.5 feet Pool house: 48 feet 17.14.160.D Setback, Rear 10 feet - one story 20 feet - two story Residence: 46 feet Garage/gym: 154 feet Pool house: 80 feet 17.14.160.D Setback, Side 5 feet Residence: North Side: 20 feet South Side: 100 feet Garage/gym: North Side: 15 feet West Side: 45 feet Pool House: South Side: 10-12 feet North Side: 73 feet 17.14.160.D Square Footage Limitation 4,152 square feet Total aggregate square footage of all attached or detached accessory structures on a lot shall not exceed 50% of the square footage of the principal structure (8,304 square feet) 8,304 square feet (Residence) 2,822 square feet (Accessory Structures) 17.14.160.E Item #: 2.1 10/13/2021 City of Orange Page 5 of 15 Printed on 10/07/2021 9. APPLICATION(S) REQUESTED/REQUIRED FINDINGS Conditional Use Permit: The applicant is requesting a Conditional Use Permit to construct two detached habitable accessory structures (2,293 square foot two-story gym/garage, and 529 square foot pool house) with plumbing facilities on a 45,958 square foot (1.05 -acre) lot. Required Findings: 1. A Conditional Use Permit shall be granted upon sound principles of land use and in response to services required by the community (OMC 17.10.030.F.1). The granting of this Conditional Use Permit is based upon sound principles of land use and in response to services required by the community in that consideration has been given to whether the proposed use will detrimentally affect adjacent land uses. The project site is located in Orange Park Acres (OPA) and presently developed with a three-story residence, attached garage, swimming pool, tennis court, landscaping and on site improvements, typical of properties that are over one-acre in size. The proposed detached habitable accessory structures will be located approximately 15-154 feet from adjacent perimeter boundaries, posing no privacy issues for the adjacent residential neighbors. The proposed two-story gym/garage and pool house with plumbing facilities are less of a community service than they are a service provided to the property, in that they will provide additional detached recreation areas for the residential use. The cumulative ability of one-acre lots in the area to have habitable structures with plumbing facilities is, as evidenced by the number of accessory structures in OPA, an amenity valued by the surrounding community. The size of the habitable structures become relationally absorbed within the size of the lot, as do other accessory structures on many OPA lots. In addition, Condition #22 has been included for added assurance that the proposed detached habitable accessory structures with plumbing facilities will be maintained as ancillary uses to the primary residence, will not contain kitchens, and will not be used, rented, sold, or leased as separate accessory dwelling unit s. 2. A Conditional Use Permit shall not be granted if it will cause deterioration of bor dering land uses or create special problems for the area in which it is located (OMC 17.10.030.F.2). The project is not expected to detrimentally affect adjacent land uses or create special problems in the area. The site is surrounded by single family residences to the north, south, east, and west. The proposed site layout will not interfere with parking or driveways on adjacent properties, or change fire or refuse service access on any of the bordering properties. The inclusion of Condition #22 is anticipated to curtail any special problems in the area by assuring that the proposed habitable accessory structures with plumbing facilities will not be used as separate accessory dwelling units. 3. A Conditional Use Permit must be considered in relationship to its effect on the community or neighborhood plan for the area in which it is located (OMC 17.10.030.F.3). Item #: 2.1 10/13/2021 City of Orange Page 6 of 15 Printed on 10/07/2021 The project site is located within the community plan area of the OPA Plan. In keeping with the OPA Plan Goals, Objectives, and Policies, the project will retain an open and informal type of development uninhibited by regimentation, be compatible with the random visual placement of buildings in OPA, promote a diversity of activities via site occupancy with recreation building s, promote an increase in land value, contribute to a variety of structure setbacks, and continue to provide land buffering between adjacent uses. 4. A Conditional Use Permit, if granted, shall be made subject to those conditions necessary to preserve the general welfare, not the individual welfare of any particular applicant (OMC 17.10.030.F.4). All project conditions maintain a purpose of preserving the general welfare of the City and community. Conditions specifically serve to manage project construction, provide for site maintenance, address water quality, provide for public safety access to the site, pro tect or improve the public right-of-way, protect or improve utilities, and accommodate aesthetics. The inclusion of Condition #22 is anticipated to curtail any special problems in the area by assuring that the proposed habitable accessory structures with plumbing facilities will not be used as separate accessory dwelling units. Administrative Design Review: The applicant is requesting approval of an Administrative Design Review application for the design of the building and site layout, including landscaping. Required Findings: 1. The project design upholds community aesthetics through the use of an internally consistent, integrated design theme and is consistent with all adopted specific plans, applicable design standards and their required findings (OMC 17.10.070.G.3). The proposed project and landscaping will generally provide positive improvements to the vacant and outdated residential property. The architectural design displays a simple modern aesthetic with horizontal elements, along with brick, wood, and plaster materials and a natural color palette on all structures that complement and enhance the atmosphere of the surrounding neighborhood. The architectural design and use of materials and colors for the associated accessory structures will coordinate with the primary residence design. In keeping with the OPA Plan Goals, Objectives, and Policies, the project will retain an open and informal type of development uninhibited by regimentation, be compatible with the random visual placement of buildings in OPA, promote a diversity of activities via site occupancy with recreation buildings, promote an increase in land value, contribute to a variety of structure setbacks, and continue to provide land buffering between adjacent uses. 2. For infill residential development, as specified in the City of Orange infill residential design guidelines, the new structure(s) or addition are compatible with the scale, massing, orientation, and articulation of the surrounding development and will preserve or enhance existing neighborhood character (OMC 17.10.070.G.4). Item #: 2.1 10/13/2021 City of Orange Page 7 of 15 Printed on 10/07/2021 The proposed residential room addition and associated habitable accessory structures are compatible with the surrounding community. The project site is located in OPA and presently developed with a three-story residence, attached garage, swimming pool, tennis court, landscaping and on site improvements, typical of properties that are over one -acre in size. The room addition to the primary residence maintains the three-story scale, but utilizes cantilevered balconies and decks to articulate the building elevations. The bulk of the addition is on the north side, which is somewhat minimized by the sloping terrain. The proposed detached two-story gym/garage design is staggered, whereby the first floor is constructed into the hillside, and utilizes a green roof design to minimize the massing as seen from adjacent properties. The size of the room addition and habitable accessory structures become relationally absorbed within the size of the lot, as do other primary residences and accessory structures on many OPA lots. The proposed detached habitable accessory structures will be located approximately 15 -154 feet from adjacent perimeter boundaries, posing no priva cy issues for the adjacent residential neighbors. Although the exterior building design has a modern aesthetic, the use of brick, wood, and plaster materials and a natural color palette on all structures complement and enhance the atmosphere of the surrounding neighborhood. Minor Site Plan Review: The applicant is requesting approval of a Minor Site Plan Review application to comply with the development standards pertaining to residentially zoned properties. Required Findings: 1. The project design is compatible with surrounding development and neighborhoods OMC 17.10.060.H.1). The surrounding development and neighborhood consists of residential uses to the north, south, east and west. The project design will provide a revitalized architectural and landscaped appearance to an outdated and degraded vacant property, consistent with surrounding development in its massing, scale, and function. 2. Minor Site Plan approval shall be granted if the project conforms to City development standards and any applicable special design guidelines or specific plan requirements (OMC 17.10.060.H.2). The project as proposed will conform to all City development standards for the R-1-10 zoning district. The project also complies with the OPA Plan Goals, Objectives, and Policies, in that the project will retain an open and informal type of development uninhibited by regimentation, be compatible with the random visual placement of buildings in OPA, promote a diversity of activities via site occupancy with recreation buildings, promote an increase in land value, contribute to a variety of structure setbacks, and continue to provide land buffering between adjacent uses. 3. Minor Site Plan approval shall be granted if the project provides for safe and adequate vehicular and pedestrian circulation, both on- and off-site (OMC 17.10.060.H.3). The project provides safe and adequate access and circulation for vehicles and pedestrians from East Grovewood Lane. The on-site circulation has been designed to accommodate all access needs to parking spaces and for emergency vehicles. Item #: 2.1 10/13/2021 City of Orange Page 8 of 15 Printed on 10/07/2021 4. Minor Site Plan approval shall be granted if City services are available and adequate to serve the project (OMC 17.10.060.H.4). A review of the project with all City Departments concludes that City services will be available and adequate to serve this site, including water, sewer, police and fire services. 5. Minor Site Plan approval shall be granted if the project has been designed to fully mitigate or substantially minimize adverse environmental effects (OMC 17.10.060.H.5). No environmental effects have been identified for the project. The OMC will adequately manage construction and use regulation needs of the project. 10. ANALYSIS AND STATEMENT OF THE ISSUES Issue 1: Neighborhood Complaints Upon receipt of building plans, and prior to submittal of entitlement applications, the City received letters of complaint from adjacent neighbors (Attachment 4) regarding the proposed project. Concerns included property use as a commercial business, compromised privacy along the west property line due to the proximity of a proposed two -story gym/garage structure, oversized garage and potential to generate an excessive number of cars, noise and light issues, and that the project appears out of character with the neighborhood. As indicated in the applicant’s Letter of Explanation (Attachment 3), the property owner proposes a room addition to the primary residence and two detached habitable accessory structures with plumbing facilities for his own family and extended family use. The proposed garage will be used for storage of the owner’s vehicles as he is a car enth usiast and not for commercial purposes. The gym and pool house will be used by the property owners and family for recreation purposes, will be maintained as ancillary uses to the primary residence, and will not be utilized as accessory dwelling units. The applicant will be required to comply with the City’s noise regulations, and any proposed lighting will be positioned and directed so as to not spill onto adjacent properties. The two-story gym/garage was originally designed with a roof-top sun deck and located in close proximity to the west property line, causing privacy concerns for residents located at 7343 E. Grovewood Lane. The gym/garage has since been relocated and redesigned to eliminate these concerns, as noted below. Issue 2: OPA Review Pursuant to City Council Resolution No. 10081, the City Council adopted the “Orange Park Association Board of Directors Procedure for Review of Development Proposals.” Pursuant to the procedures, developers in OPA boundaries with projects that equa l or exceed Major Site Plan Review or Conditional Use Permit levels, are to provide plans to the OPA Board for comment. The OPA Board is to provide written comments to the Community Development Director. Since the project is processed under a Conditiona l Use Permit, OPA Board Review of the project was required and conducted. On January 14, 2021, the OPA Board, or currently referred to as the Orange Park Acres Advisory Committee (OPAAC), held a meeting where the applicant and members from the Item #: 2.1 10/13/2021 City of Orange Page 9 of 15 Printed on 10/07/2021 public attended. Many issues and concerns were voiced by the Committee and neighbors and the OPAAC voted to reject the proposal, but was willing to hold another meeting after the applicant addressed their concerns. The applicant subsequently revised their plans. The most notable change was the relocation and redesign of the two-story gym/garage structure in response to privacy concerns expressed by the adjacent neighbor to the west. The gym/garage was moved approximately 45 feet away from the west property line, and the building redesigned in a staggered fashion with the first floor built into the hillside to minimize the massing and eliminate any privacy concerns. On March 18, 2021, the OPAAC conducted a second meeting where the Committee unanimously recommended that the project be approved, subject to the following recommendations:  A letter of commitment from the homeowner shall be submitted stating that there will be no commercial enterprise operating on the property.  Screening or coverings on the fence-line shall be provided during construction activities.  The applicant shall follow all regulations set forth by the City of Orange regarding construction.  The applicant shall accept input from the adjacent neighbors regarding landscaping at property lines for privacy.  Construction equipment, including trailers shall be kept at the back of the property at an acceptable distance away from the adjacent neighbors.  Notification of any revision to the March 8, 2021 plans shall be given to OPAAC prior to construction. Letters from the OPAAC are included as Attachment 5. After consideration of the proposed recommendations by the OPAAC, staff concludes that the project has addressed OPA and neighborhood concerns in that the project is in compliance with the development standards of the residential zone, a Letter of Explanation has been submitted indicating that the project will be for residential use and will not be a commercial enterprise, the gym/garage structure has been redesigned and relocated so as to not be a privacy concern for the adjacent neighbor along the west property line, provided landscaping along the west property line to adequately screen the gym/garage structure, and with compliance with all conditions of approval included within this staff report will not be detrimental to and will be compatible with the surrounding development and neighborhood. The Zoning Administrator may determine that additional conditions of approval are appropriate to support the required fin dings. 11. ADVISORY BOARD RECOMMENDATIONS The City’s interdepartmental staff review committee (SMART) conducted reviews of the project on October 14, 2020 and June 16, 2021. On September 1, 2021, SMART recommended that the project proceed to the Zoning Administrator. 12. STAFF RECOMMENDATION AND CONDITIONS Staff recommends approval of the project subject to the conditions listed below: General: 1. The applicant agrees to indemnify, hold harmless, and defend the City, its officers, agents and employees from any and all liability or claims that may be brought against the City arising out of its approval of this permit, save and except that caused by t he City’s active negligence. The City Item #: 2.1 10/13/2021 City of Orange Page 10 of 15 Printed on 10/07/2021 shall promptly notify the applicant of any such claim, action, or proceedings and shall cooperate fully in the defense. 2. The applicant shall comply with all conditions of approval associated with Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019- 20. 3. All construction shall conform in substance and be maintained in general conformance with plans and exhibits labeled as Attachment 7 in the staff report (date stamped received September 8, 2021), including modifications required by the conditions of approval, and as recommended for approval by the Zoning Administrator. 4. Except as otherwise provided herein, this project is approved as a precise plan. After any application has been approved, if changes are proposed regarding the location or alteration of any use or structure, a changed plan may be submitted to the Community Development Director for approval. If the Community Development Director determines that the proposed change complies with the provisions and the spirit and intent of the approval action, and that the action would have been the same for the changed plan as for the approved plot plan, the Community Development Director may approve the changed plan administratively. 5. Subsequent modifications to the approved architecture and color scheme shall be submitted for review and approval to the Community Development Director or designee. Should the modifications be considered substa ntial, the Director may refer the review to the Design Review Committee. 6. Any modifications to the plans including, but not limited to, the landscaping and parking as a result of other Department requirements such as Building Codes, Water Quality, Fire, or Police shall be submitted for review and approval to the Community Development Director or designee. Should the modifications be considered substantial, the modifications shall be reviewed and approved by the Planning Commission. 7. Any future expansion in area or in the nature and operation of the approved use by Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 shall require new or amended applications. 8. The applicant shall comply with all federal, state, and local laws, including all City regulations. Violation of any of those laws in connection with the use will be cause for revocation of this permit. 9. Building permits shall be obtained for all future construction work, as required by the City’s Building Division. Failure to obtain the required building permits will be cause for revocation of this permit. 10. If not utilized, project approval expires twenty -four months from the approval date. Extensions of time may be granted, if requested in writing in accordance with OMC Section 17.08.060. The Planning entitlements expire unless Building Permits are pulled within two years of the original approval. 11. Grading operations shall be restricted to Monday through Friday between the hours of 7:30 a.m. and 5:00 p.m., with limited grading as necessary permitted on Saturdays between the hours of 8:00 a.m. and 4:30 p.m. Mechanics may service the equipment up to two hours after each shift. 12. All other construction activities shall conform to the City’s Noise Ordinance, OMC Chapter 8.24, and shall be limited to the hours between 7:00 a.m. and 8:00 p.m. Monday through Saturday. No construction activity will be permitted on Sundays and Federal holidays. 13. These conditions shall be reprinted on the second page of th e construction documents when submitted to the Building Division for the plan check process. Item #: 2.1 10/13/2021 City of Orange Page 11 of 15 Printed on 10/07/2021 14. Any new lighting on the premise shall be installed in such a way to direct, control, and screen the lighting to prevent off site light spillage onto adjoining properties and shall not be a nuisance to any point beyond the exterior boundaries of the property. 15. Prior to building permit issuance, the applicant shall demonstrate to the satisfaction of the Community Development Director that all mechanical and air conditioning equipment shall be shielded and screened from view from adjacent streets and properties. The screening shall be integrated architecturally with the building and painted to match the walls of the building. 16. The project approval includes certain fees and/or other exactions. Pursuant to Government Code Section 66020, these conditions or requirements constitute written notice of the fees and/or exactions. The applicant is hereby notified that the ninety (90) day protest period commencing from the date of approval of the project has begun. If the applicant fails to file a protest regarding these conditions or requirements, the applicant is legally barred from later challenging such exactions per Government Code Section 66020. 17. Prior to issuance of building permits, the applicant shall pay all applicable development fees, including but not limited to: City sewer connection, Orange County Sanitation District Connection Fee, Transportation System Improvement Program, Fire Facility, Police Facility, Park Acquisition, Sanitation District, and School District, as required. 18. Prior to building permit issuance, the applicant shall pay any outstanding monies due to the City for Planning Division entitlement activities related to this project. 19. Prior to building permit issuance, the applicant shall demonstrate that detached habitable accessory structures utilize similar materials, colors, and finishes as the primary residence. 20. Prior to building permit issuance, the applicant shall identify the precise location of e xisting walls proposed for demolition, if applicable. If the location of the existing wall slated for demolition is wholly or partially upon an adjacent property, the applicant shall secure the property owner(s) approval to demolish and replace the wall. The applicant will be responsible for any site repairs to walls damaged through demolition activity. 21. Noise levels generated at the site shall conform to the levels allowed by the OMC. 22. The proposed detached habitable accessory structures with plumbing faci lities shall be maintained as ancillary uses to the primary residence, and shall not be used, rented, sold, or leased as accessory dwelling units. Community Services: 23. Prior to building permit issuance, the applicant shall prepare a final landscaping and irrigation plan consistent with the grading plans, site plans, and the conceptual landscaping plan as proposed for the project for the review and approval of the Director of Community Development and Community Services Director. 24. Prior to building permit issuance, the final landscape plan shall be reviewed and approved by the Orange Fire Department if landscaping is proposed in areas subject to Fire Department jurisdiction, which may include, but is not limited to, fuel modification areas. 25. Prior to building permit issuance, final landscaping plans for the project shall be designed to comply with the City’s Water Efficient Landscape Guidelines as described in Section IX e t al of the City of Orange Landscape Standards and Specifications. 26. The final landscape plan shall include a note that a fully automated irrigation system will be provided. 27. Prior to building permit issuance, City required irrigation and landscape inspection notes shall be placed on the final landscape plan, to the satisfaction of the Community Services Director. Item #: 2.1 10/13/2021 City of Orange Page 12 of 15 Printed on 10/07/2021 Fire Department: 28. Plans submitted for Building Plan Review shall comply with the California Fire Code as amended by the City and as frequently amended and in effect at the time of application for Building Permit. Onsite fire department access will require easement recording prior to issuance of rough grading permit and shall be reviewed by the Fire Department prior to approval. Police Department: 29. Prior to building permit issuance, construction documents shall show that all structures comply with the requirements of OMC Chapter 15.52 (Building Security Standards) which includes, but is not limited to: hardware, doors, windows, and lighting. Specifications, details, or security notes may be used to convey compliance. 30. Windows and sliding glass doors shall comply with C.M.B.S.O. or C.A.W.M. forced entry test standards. 31. Exterior wood doors shall be of solid core wood construction with a minimum thickness of 1-3/4 inches, or with panels not less than 9/16 inch thick. Hollow metal doors shall be of a minimum 18 gauge. 32. Exterior doors shall have a deadbolt lock. The deadbolt shall have a minimum projection of one inch and have an embedment of at least ¾ inch into the strike receiving the project bolt. 33. Out swinging exterior doors shall have non-removable exterior hinge pins (NRP). 34. The strike plate for deadbolts on all wood framed doors shall be constructed of a minimum 16 gauge and secured by screws penetrating at least three inches into the jamb. 35. Primary address must be easily visible from the street. The numerals shall be a least four inches in height, be of contrasting color to the background, and be illuminated during hours of darkness. 36. Brands, model, and series of door hardware, windows, and sliding glass doors shall be in accordance with “Approved Products List 1/17” or comparable. The Approved Products List can be found on the City’s website at: http://www.cityoforange.org/DocumentCenter/View/11159. Subdivision: 37. Prior to grading permit issuance, the applicant shall show the driveway fire access easement on the grading/civil plans. 38. Prior to grading permit issuance, the grading plan shall show driveway grades at 12%. 39. Prior to grading permit issuance, the applicant shall include a demolition plan in the grading plan set submittal. 40. Prior to grading permit issuance, the grading plan shall show the surface material for the existing tennis court and driveways. 41. Prior to grading permit issuance, the project shall maintain a maximum of 2:1 fill slope unless geotechnical report recommends otherwise. Show the proposed fill/cut slopes where applicable. 42. Prior to grading permit issuance, a Fire Access Easement dedication is required. 43. Prior to grading permit issuance, all works within public right of way and public utility easements will require encroachment permits, including sidewalk and driveway constructions and utility main and lateral constructions. 44. Prior to grading permit issuance, all public infrastructures, including street sections, sidewalk, driveway apron, and utilities shall comply with City of Orange Standard Plans and Specifications. 45. Prior to certificate of occupancy, utilities serving the development, such as electric, cable television, street lighting and communication shall be installed underground, completed and approved by the appropriate utility provider. Item #: 2.1 10/13/2021 City of Orange Page 13 of 15 Printed on 10/07/2021 46. Prior to certificate of occupancy, the applicant shall remove unused driveway app roaches and restored them to full height curb and gutter, including any sidewalk restoration at the driveway apron. 47. Prior to certificate of occupancy, the applicant shall repair any cracked, uneven, or damaged public sidewalk, curb and gutter along property frontage. 48. Prior to certificate of occupancy, sanitary sewer system connecting from the buildings to public main line shall be private and maintained by the property owner. 49. Prior to grading permit issuance, the applicant shall submit a grading plan incompliance with City standards for review and approval by the Public Works Director. All grading and improvements on the subject property shall be made in accordance with the Manual of grading and Standard Plans and Specifications to the satisfaction of the Public Works Director. The applicant may be required to include Phased Erosion and Sediment Control Plans, Site Demolition Plan, and Utility Plan as parts of the Grading Plan. 50. Prior to grading permit issuance, plan preparation and submittals shall be per Development Services Plan Preparation Guidelines and Checklist, and Checklist for Submittal Packages. 51. Prior to grading permit issuance, a geotechnical report shall accompany the grading plan. 52. Prior to grading permit issuance, a drainage assessment letter is required for review and approval by the Public Works Department. 53. Prior to grading permit issuance, the contractor shall obtain a grading permit from the Public Works Department prior to start of any site demolition, clearing and grubbing, and grading. 54. Prior to grading permit issuance, any soil imported or exported shall require a Transportation Permit from the Public Works Traffic Division. 55. Upon submittal of a grading plan for plan check, the applicant shall make a deposit to cover plan check and inspection services related to grading activities, prior to grading permit issuance. 56. Prior to grading permit issuance, the grading plan shall detail all of the locations where retaining walls will be constructed. Geometric detail of retaining walls shall be shown on the grading plan, including material type, dimensions, backfill, and subdrains. A building permit is also required for retaining walls over 4 feet in height measured from the bottom of the footing to the top of the wall prior to construction. Structural details and design calculations shall be submitted as a separate document and will be reviewed and permitted by City Building Division. 57. Prior to grading permit issuance, any grading outside of the owner’s property boundary shall require the applicant to either obtain temporary construction easements or permission by adjacent property owners in a form suitable to the Public Works Director. 58. Prior to grading permit issuance, trash receptacle locations and details shall be included on the Grading Plan. 59. Prior to grading permit issuance, show all sewer and storm drain lines on the grading plan. Other utility lines such as water lines may also be shown on the grading plan for reference . 60. Prior to grading permit issuance, show all structural BMPs for water quality purpose on the grading plan. Water quality features shown on the grading plan mush match the WQMP. 61. Prior to grading permit issuance, any direct storm water discharge into Orange County Flood Control District (OCFCD) channels shall require a permit from OCFCD. 62. Prior to grading permit issuance, the property owner shall maintain in good condition, all on site driveways where heavy duty trucks would travel. 63. Prior to building foundation construction, a Certificate Letter of Line and Grade shall be submitted to Public Works Construction Inspector demonstrating that the site grading and pad elevation are completed according to the grading plan, prior to grading permit issuance. Item #: 2.1 10/13/2021 City of Orange Page 14 of 15 Printed on 10/07/2021 Water Division: 64. Prior to building permit issuance, the applicant shall revise notes on Sheet A1.01 to read City of Orange, rather than City of Santa Ana. 65. Prior to building permit issuance, the water utility plans shall be consistent with the Site Plan and Irrigation Plan. 66. Prior to building permit issuance, the applicant shall submit improvement plans to the Water Division for review and approval for any new fire hydrants, domestic water services, fire services, landscape services, and any other proposed improvements or relocations affecting the public water system facilities. 67. Prior to issuance of the certificate of occupancy, the applicant shall be responsible for the installation of necessary fire hydrants and fire services as approved by the Fire Department and Water Division. 68. Prior to building permit issuance, the Water Division shall approve the type and location of landscaping and fire service (backflow prevention) device for proposed City services. Backflow prevention devices shall be placed on private property directly behind the property line and meter. 69. Prior to building permit issuance, construction documents shall show that a six foot minimum horizontal clearance and a one foot minimum vertical clearance would be maintained between City water mains, laterals, services, meters, fire hydrants and all other utilities except sewer. The Water Division shall review and approve the construction documents. 70. Prior to building permit issuance, construction documents shall show that an eight-foot minimum clearance is provided between City water mains, laterals, services, meters, fire hydrants, signs, or trees or other substantial shrubs and plants as required by the Water Division. The Water Division shall review and approve the construction documents. 71. Prior to building permit issuance, construction documents shall show that permanent signs, awning, surface water quality management features or other structures are not built over water mains, laterals, services, meters, or fire hydrants as required by the Water Division. 72. Prior to approval of a water improvement plan, the applicant shall satisfy all water main connection, plan check, and inspections charges as determined by the Water Division. 73. Plans submitted during plan check shall show that the water improvement plans are consistent with the fire suppression plans and or fire master plan. The applicant’s consultant preparing the water improvement plans shall coordinate their plans with the consultant preparing the fire suppression plans and/or fire master plan so that their designs concur. 74. Plans submitted during plan check shall show that the minimum separation requirements are met and that each of the various designer’s plan sets match. The applicant’s consultant preparing the improvement and utility plans shall coordinate their plans with the consultants preparing the landscape, architectural, surface water quality management, fire master and/or fire suppression plans so that their designs are consistent. 75. At least fourteen calendar days prior to commencing construction, the applicant’s civil engineer shall prepare and provide product material submittals consistent with the water improvement plans for all proposed public water system facilities to the Water Division per the City of Orange General Water Construction Notes for review and approval. 76. Prior to issuance of certificate of occupancy, the applicant shall furnish and install individual pressure regulators on new services where the incoming pressure exceeds eighty-pounds per square inch. Item #: 2.1 10/13/2021 City of Orange Page 15 of 15 Printed on 10/07/2021 Water Quality: 77. Prior to issuance of any building or grading permits, the applicant shall submit a Non -priority Project WQMP for review and approval to the Public Works Department that:  Addresses Site Design BMP’s (as applicable) such as minimizing impervious areas, maximizing permeability, minimizing directly connected impervious areas, creating reduced or “zero discharge” areas, and conserving natural areas;  Incorporates the applicable routine structural and non -structural source control BMPs, as defined in the Drainage Area Management Plan (DAMP);  Generally describes the long-term operation and maintenance requirements for structural control BMPs;  Identifies the entity that will be responsible for long-term operation, maintenance, repair and or replacement of the BMP’s;  A copy of the forms to be used in conducting maintenance and inspection activities;  Adheres to record keeping requirements (forms to be kept for 5 years). 78. Prior to issuance of certificates for use of occupancy, the applicant shall demonstrate the following to the Public Works Department:  That all applicable structural best management practices (BMPs) described in the Project WQMP have been constructed and installed in conformance with the approved plans a nd specifications.  That applicant is prepared to implement all non -structural BMPs described in the Project WQMP;  That an adequate number of copies of the project’s approved final Project WQMP are available for the future occupiers. 13. ATTACHMENTS Attachment 1 - Draft Zoning Administrator Action Letter with Recommended Conditions of Approval Attachment 2 - Vicinity Map Attachment 3 - Applicant’s Letter of Explanation Attachment 4 - Letters of Complaint from Adjacent Neighbors Attachment 5 - Letters from Orange Park Acres Advisory Committee dated January 25 and April 1, 2021 Attachment 6 - Existing Site Photographs Attachment 7 - Project Plans, date stamped received September 8, 2021 CITY OF ORANGE 0 COMMUNITY DEVELOPMENT DEPARTMENT www.cityoforange.org ADMINISTRATION (714) 744-7240 Fax: (714) 744-7222 PLANNING DIVISION (714) 744-7220 Fax: (714) 744-7222 CODE ENFORCEMENT DIVISION (714) 744-7244 Fax: (714) 744-7222 ORANGE CIVIC CENTER  300 E. CHAPMAN AVENUE  ORANGE, CA 92866-1508 October ________, 2021 VIA ELECTRONIC MAIL Hsu McCullough Architects Attn: Peggy Hsu 2934 ½ Beverly Glen Circle, #378 Los Angeles, CA 90077 RE: Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence 7417 E. Grovewood Lane Dear Ms. Hsu: Your request for Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148- 20, and Minor Site Plan Review No. 1019-20, a request to remodel and construct a 2,665 square foot room addition to an existing three-story single family residence, two detached habitable accessory structures with plumbing facilities (two -story garage/gym and pool house), and related site improvements, located at 7417 E. Grovewood Lane was referred to me as Zoning Administrator for review and appropriate action. This letter serves as formal notice that your request was ________ on ___________. The approval is based on the findings in the staff report, the plans submitted to the City (date stamped received September 8, 2021) with approval date stamped _____________, and subject to the following conditions: General: 1. The applicant agrees to indemnify, hold harmless, and defend the City, its officers, agents and employees from any and all liability or claims that may be brought against the City arising out of its approval of this permit, save and except that caused by the City’s active negligence. The City shall promptly notify the applicant of any such claim, action, or proceedings and shall cooperate fully in the defense. 2. The applicant shall comply with all conditions of approval associated with Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 2 3. All construction shall conform in substance and be maintained in general conformance with plans and exhibits labeled as Attachment 7 in the staff report (date stamped received September 8, 2021), including modifications required by the conditions of approval, and as recommended for approval by the Zoning Administrator. 4. Except as otherwise provided herein, this project is approved as a precise plan. After any application has been approved, if changes are proposed regarding the location or alteration of any use or structure, a changed plan may be submitted to the Community Development Director for approval. If the Community Development Director determines that the proposed change complies with the provisions and the spirit and intent of the approval action, and that the action would have been the same for the changed plan as for the approved plot plan, the Community Development Director may approve the changed plan administratively. 5. Subsequent modifications to the approved architecture and color scheme shall be submitted for review and approval to the Community Development Director or designee. Should the modifications be considered substantial, the Director may refer the review to th e Design Review Committee. 6. Any modifications to the plans including, but not limited to, the landscaping and parking as a result of other Department requirements such as Building Codes, Water Quality, Fire, or Police shall be submitted for review and approval to the Community Development Director or designee. Should the modifications be considered substantial, the modifications shall be reviewed and approved by the Planning Commission. 7. Any future expansion in area or in the nature and operation of the approved use by Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 shall require new or amended applications. 8. The applicant shall comply with all federal, state, and local laws, including all City regulations. Violation of any of those laws in connection with the use will be cause for revocation of this permit. 9. Building permits shall be obtained for all future construction work, as required by the City’s Building Division. Failure to obtain the required building permits will be cause for revocation of this permit. 10. If not utilized, project approval expires twenty-four months from the approval date. Extensions of time may be granted, if requested in writing in accordance with OMC Section 17.08.060. The Planning entitlements expire unless Building Permits are pulled within two years of the original approval. 11. Grading operations shall be restricted to Monday through Friday between the hours of 7:30 a.m. and 5:00 p.m., with limited grading as necessary permitted on Saturdays between the Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 3 hours of 8:00 a.m. and 4:30 p.m. Mechanics may service the equipment up to two hours after each shift. 12. All other construction activities shall conform to the City’s Noise Ordinance, OMC Chapter 8.24, and shall be limited to the hours between 7:00 a.m. and 8:00 p.m. Monday through Saturday. No construction activity will be permitted on Sundays and Federal holidays. 13. These conditions shall be reprinted on the second page of the construction documents when submitted to the Building Division for the plan check process. 14. Any new lighting on the premise shall be installed in such a way to direct, control, and screen the lighting to prevent off site light spillage onto adjoining properties and shall not be a nuisance to any point beyond the exterior boundaries of the property. 15. Prior to building permit issuance, the applicant shall demonstrate to the satisfaction of the Community Development Director that all mechanical and air conditioning equipment shall be shielded and screened from view from adjacent streets and properties. The screening shall be integrated architecturally with the building and painted to match the walls of the building. 16. The project approval includes certain fees and/or other exactions. Pursuant to Government Code Section 66020, these conditions or requirements constitute written notice of the fees and/or exactions. The applicant is hereby notified that the ninety (90) day protest period commencing from the date of approval of the project has begun. If the applicant fails to file a protest regarding these conditions or requirements, the applicant is legally barred from later challenging such exactions per Government Code Section 66020. 17. Prior to issuance of building permits, the applicant shall pay all applicable development fees, including but not limited to: City sewer connection, Orange County Sanitation District Connection Fee, Transportation System Improvement Program, Fire Facility, Police Facility, Park Acquisition, Sanitation District, and School District, as required. 18. Prior to building permit issuance, the applicant shall pay any outstanding monies due to the City for Planning Division entitlement activities related to this project. 19. Prior to building permit issuance, the applicant shall demonstrate that detached habitable accessory structures utilize similar materials, colors, and finishes as the primary residence. 20. Prior to building permit issuance, the applicant shall identify the precise location of existing walls proposed for demolition, if applicable. If the location of the existing wall slated for demolition is wholly or partially upon an adjacent property, the applicant shall secure the property owner(s) approval to demolish and replace the wall. The applicant will be responsible for any site repairs to walls damaged through demolition activity. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 4 21. Noise levels generated at the site shall conform to the levels allowed by the OMC. 22. The proposed detached habitable accessory structures with plumbing facilities shall be maintained as ancillary uses to the primary residence, and shall not be used, rented, sold, or leased as accessory dwelling units. Recommended Conditions by OPAAC: 23. The applicant shall submit a letter of commitment stating that there will be no commercial enterprise operating on the property. 24. The applicant shall install screening or coverings on the fence-lines during construction activities. 25. The applicant shall follow all regulations set forth by the City of Orange regarding construction activities. 26. The applicant shall accept input from the adjacent neighbors regarding landscaping at property lines for privacy. 27. Construction equipment, including trailers shall be kept at the back of the property and at an acceptable distance from the adjacent neighbors. 28. The applicant shall notify the OPAAC of any revisions to the March 8, 2021 plans prior to construction. Community Services: 1. Prior to building permit issuance, the applicant shall prepare a final landscaping and irrigation plan consistent with the grading plans, site plans, and the conceptual landscaping plan as proposed for the project for the review and approval of the Director of Community Development and Community Services Director. 2. Prior to building permit issuance, the final landscape plan shall be reviewed and approved by the Orange Fire Department if landscaping is proposed in areas subject to Fire Department jurisdiction, which may include, but is not limited to, fuel modification areas. 3. Prior to building permit issuance, final landscaping plans for the project shall be designed to comply with the City’s Water Efficient Landscape Guidelines as described in Section IX et al of the City of Orange Landscape Standards and Specifications. 4. The final landscape plan shall include a note that a fully automated irrigation system will be provided. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 5 5. Prior to building permit issuance, City required irrigation and landscape inspection notes shall be placed on the final landscape plan, to the satisfaction of the Community Services Director. Fire Department: 6. Plans submitted for Building Plan Review shall comply with the California Fire Code as amended by the City and as frequently amended and in effect at the time of application for Building Permit. Onsite fire department access will require easement recording prior to issuance of rough grading permit and shall be reviewed by the Fire Department prior to approval. Police Department: 7. Prior to building permit issuance, construction documents shall show that all structures comply with the requirements of OMC Chapter 15.52 (Building Security Standards) which includes, but is not limited to: hardware, doors, windows, and lighting. Specifications, details, or security notes may be used to convey compliance. 8. Windows and sliding glass doors shall comply with C.M.B.S.O. or C.A.W.M. forced entry test standards. 9. Exterior wood doors shall be of solid core wood construction with a minimum thickness of 1- 3/4 inches, or with panels not less than 9/16 inch thick. Hollow metal doors shall be of a minimum 18 gauge. 10. Exterior doors shall have a deadbolt lock. The deadbolt shall have a minimum projection of one inch and have an embedment of at least ¾ inch into the strike receiving the project bolt. 11. Out swinging exterior doors shall have non-removable exterior hinge pins (NRP). 12. The strike plate for deadbolts on all wood framed doors shall be constructed of a minimum 16 gauge and secured by screws penetrating at least three inches into the jamb. 13. Primary address must be easily visible from the street. The numerals shall be a least four inches in height, be of contrasting color to the background, and be illuminated during hours of darkness. 14. Brands, model, and series of door hardware, windows, and sliding glass doors shall be in accordance with “Approved Products List 1/17” or comparable. The Approved Products List can be found on the City’s website at: http://www.cityoforange.org/DocumentCenter/View/11159. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 6 Subdivision: 15. Prior to grading permit issuance, the applicant shall show the driveway fire access easement on the grading/civil plans. 16. Prior to grading permit issuance, the grading plan shall show driveway grades at 12%. 17. Prior to grading permit issuance, the applicant shall include a demolition plan in the grading plan set submittal. 18. Prior to grading permit issuance, the grading plan shall show the surface material for the existing tennis court and driveways. 19. Prior to grading permit issuance, the project shall maintain a maximum of 2:1 fill slope unless geotechnical report recommends otherwise. Show the proposed fill/cut slopes where applicable. 20. Prior to grading permit issuance, a Fire Access Easement dedication is required. 21. Prior to grading permit issuance, all works within public right of way and public utility easements will require encroachment permits, including sidewalk and driveway constructions and utility main and lateral constructions. 22. Prior to grading permit issuance, all public infrastructures, including street sections, sidewalk, driveway apron, and utilities shall comply with City of Orange Standard Plans and Specifications. 23. Prior to certificate of occupancy, utilities serving the development, such as electric, cable television, street lighting and communication shall be installed underground, completed and approved by the appropriate utility provider. 24. Prior to certificate of occupancy, the applicant shall remove unused driveway approaches and restored them to full height curb and gutter, including any sidewalk restoration at the driveway apron. 25. Prior to grading permit issuance, driveway aprons shall conform to Public Works Standard Plan 115 for commercial driveway with ADA accessibility. 26. Prior to grading permit issuance, all driveway approaches shall conform to ADA standard for wheelchair access conforming to Public Works Standard Plans 115 and 116. 27. Prior to certificate of occupancy, the applicant shall repair any cracked, uneven, or damaged public sidewalk, curb and gutter along property frontage. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 7 28. Prior to certificate of occupancy, sanitary sewer system connecting from the buildings to public main line shall be private and maintained by the property owner. 29. Prior to grading permit issuance, the applicant shall submit a grading plan incompliance with City standards for review and approval by the Public Works Director. All grading and improvements on the subject property shall be made in accordance with the Manual of grading and Standard Plans and Specifications to the satisfaction of the Public Works Director. The applicant may be required to include Phased Erosion and Sediment Control Plans, Site Demolition Plan, and Utility Plan as parts of the grading plan. 30. Prior to grading permit issuance, plan preparation and submittals shall be per Development Services Plan Preparation Guidelines and Checklist, and Checklist for Submittal Packages. 31. Prior to grading permit issuance, a geotechnical report shall accompany the grading plan. 32. Prior to grading permit issuance, a drainage assessment letter is required for review and approval by the Public Works Department. 33. Prior to grading permit issuance, the contractor shall obtain a grading permit from the Public Works Department prior to star of any site demolition, clearing and grubbing, and grading. 34. Prior to grading permit issuance, any soil imported or exported shall require a Transportation Permit from the Public Works Traffic Division. 35. Upon submittal of a grading plan for plan check, the applicant shall make a deposit to cover plan check and inspection services related to grading activities, prior to grading permit issuance. 36. Prior to grading permit issuance, the grading plan shall detail all of the locations where retaining walls will be constructed. Geometric detail of retaining walls shall be shown on the grading plan, including material type, dimensions, backfill, and subdrains. A building permit is also required for retaining walls over 4 feet in height measured from the bottom of the footing to the top of the wall prior to construction. Structural details and design calculations shall be submitted as a separate document and will be reviewed and permitted by City Building Division. 37. Prior to grading permit issuance, any grading outside of the owner’s property boundary shall require the applicant to either obtain temporary construction easements or permission by adjacent property owners in a form suitable to the Public Works Director. 38. Prior to grading permit issuance, trash receptacle locations and details shall be included on the Grading Plan. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 8 39. Prior to grading permit issuance, show all sewer and storm drain lines on the grading plan. Other utility lines such as water lines may also be shown on the grading plan for reference. 40. Prior to grading permit issuance, show all structural BMPs for water quality purpose on the grading plan. Water quality features shown on the grading plan mush match the WQMP. 41. Prior to grading permit issuance, any direct storm water discharge into Orange County Flood Control (OCFD) channels shall require a permit from OCFD. 42. Prior to grading permit issuance, the property owner shall maintain in good co ndition, all on site driveways where heavy duty trucks would travel. 43. Prior to building foundation construction, a Certificate Letter of Line and Grade shall be submitted to Public Works Construction Inspector demonstrating that the site grading and pad elevation are completed according to the grading plan, prior to grading permit issuance. Water Division: 44. Prior to building permit issuance, the applicant shall revise notes on Sheet A1.01 to read City of Orange, rather than City of Santa Ana. 45. Prior to building permit issuance, the water utility plans shall be consistent with the Site Plan and Irrigation Plan. 46. Prior to building permit issuance, the applicant shall submit improvement plans to the Water Division for review and approval for any new fire hydrants, domestic water services, fire services, landscape services, and any other proposed improvements or relocations affecting the public water system facilities. 47. Prior to issuance of the certificate of occupancy, the applicant shall be responsible for the installation of necessary fire hydrants and fire services as approved by the Fire Department and Water Division. 48. Prior to building permit issuance, the Water Division shall approve the type and location of landscaping and fire service (backflow prevention) device for proposed City services. Backflow prevention devices shall be placed on private property directly behind the property line and meter. 49. Prior to building permit issuance, construction documents shall show that a six foot minimum horizontal clearance and a one foot minimum vertical clearance would be maintained between City water mains, laterals, services, meters, fire hydrants and all other utilities except sewer. The Water Division shall review and approve the construction documents. Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 9 50. Prior to building permit issuance, construction documents shall show that an eight-foot minimum clearance is provided between City water mains, laterals, services, meters, fire hydrants, signs, or trees or other substantial shrubs and plants as required by the Water Division. The Water Division shall review and approve the construction documents. 51. Prior to building permit issuance, construction documents shall show that permanent signs, awning, surface water quality management features or other structures are not built over water mains, laterals, services, meters, or fire hydrants as required by the Water Division. 52. Prior to approval of a water improvement plan, the applicant shall satisfy all water main connection, plan check, and inspections charges as determined by the Water Division. 53. Plans submitted during plan check shall show that the water improvement plans are consistent with the fire suppression plans and or fire master plan. The applicant’s consultant preparing the water improvement plans shall coordinate their plans with the consultant preparing the fire suppression plans and/or fire master plan so that their designs concur. 54. Plans submitted during plan check shall show that the minimum separation requirements are met and that each of the various designer’s plan sets match. The applicant’s consultant preparing the improvement and utility plans shall coordinate their plans with the consultants preparing the landscape, architectural, surface water quality management, fire master and/or fire suppression plans so that their designs are consistent. 55. At least fourteen calendar days prior to commencing construction, the applicant’s civil engineer shall prepare and provide product material submittals consistent with the water improvement plans for all proposed public water system facilities to the Water Division per the City of Orange General Water Construction Notes for review and approval. 56. Prior to issuance of certificate of occupancy, the applicant shall furnish and install individual pressure regulators on new services where the incoming pressure exceeds eighty-pounds per square inch. Water Quality: 57. Prior to issuance of any building or grading permits, the applicant shall submit a Non -priority Project WQMP for review and approval to the Public Works Department that:  Addresses Site Design BMP’s (as applicable) such as minimizing impervious areas, maximizing permeability, minimizing directly connected impervious areas, creating reduced or “zero discharge” areas, and conserving natural areas;  Incorporates the applicable routine structural and non-structural source control BMPs, as defined in the Drainage Area Management Plan (DAMP); Conditional Use Permit No. 3125-20, Administrative Design Review No. 0148-20, and Minor Site Plan Review No. 1019-20 – Wahi Residence ________October_____, 2021 Page 10  Generally describes the long-term operation and maintenance requirements for structural control BMPs;  Identifies the entity that will be responsible for long-term operation, maintenance, repair and or replacement of the BMP’s;  A copy of the forms to be used in conducting maintenance and inspection activities;  Adheres to record keeping requirements (forms to be kept for 5 years). 58. Prior to issuance of certificates for use of occupancy, the applicant shall demonstrate the following to the Public Works Department:  That all applicable structural best management practices (BMPs) described in the Project WQMP have been constructed and installed in conformance with the approved plans and specifications.  That applicant is prepared to implement all non-structural BMPs described in the Project WQMP;  That an adequate number of copies of the project’s approved final Project WQMP are available for the future occupiers. If you have any questions or require additional information, please do not hesitate to contact Monique Schwartz, Associate Planner at (714) 744-7224 or via e-mail at mschwartz@cityoforange.org. Sincerely, Chris Cash Zoning Administrator Vicinity Map 7417 E. Grovewood Lane Conditional Use Permit (CUP No. 3125-20) City of Orange Community Development Department ASHISH WAHI AND MANEET KAUR7417 E GROVEWOOD LANEORANGE, CA 92869093-270-40R1-10VERY HIGH FIRE SEVERITY ZONEOWNER:PROJECT ADDRESS:ASSESSOR'S PARCEL NUMBER:ZONE:FIRE DISTRICT:ARCHITECT:Hsu McCullough2934 1/2 Beverly Glen CircleUnit 378Los Angeles, CA 90077310 663-3320 TELLCVerify in FieldV.I.F.EastEEJELEAELECExpansion JointElectricalElevationEachSolid CoreSouthSimilarSheetShowerSectionShelfScheduleSeparation, SeparateSquareStandardStorageSteelSwitchSystemSuspendedStructuralSymmetricalStainless SteelService SinkSlidingSpecificationSWSYMSYSS.SK.STDSTLSTORSUSPSTRUCTSIMSHTS.S.SLDGSPECSQS.C.SHRSEPSECTSCHEDSHSTelephoneTop ofTowel BarTop of SlabToiletThresholdTerrazzoToilet Paper DispenserTop of PavementTop of SteelTempered, TemperatureTongue & GrooveTop of DrainThick, ThicknessTypicalUnfinishedTop of WallUrinalVestibuleVolumeWestVerticalUnless Otherwise NotedTelevisionVESTVOLWT.O.W.TYPUNFVERTU.O.N.URT.S.T.O.P.TVTOILT.O.S.T.P.D.T.O.T.O.D.TERTELTHKTEMPTHRT.B.T&GTreadTLaminateLavatoryLouverLockerLeft HandLightLineal FootLAMLTLVRLAVL.H.L.F.L.R.LKRMetalMembraneMechanicalMaximumMirrorMullionMountedMinimumManholeM.R.MULMTDM.O.MFRMETMIRMINMISCMHM.B.MAXMECHMEMBMaterialMATLEQE.O.S.ELEVENCLEMEREqualElevationEnclosureEdge of SlabEmergencyEXPEXTEXPOE.W.C.E.W.EXSTExpansionExteriorExposedEach WayExistingF.A.F.E.F.E.C.F.D.FDNFire AlarmFloor DrainFire Extinguisher CabFire ExtinguisherFoundationElectric Water CoolerEQUIPEquipmentNumberNo ScaleNominalNorthOverallObscureOn CenterOverNOOBSCO.C.O.D.N.S.OAN.T.S.NOMO/N.I.C.NOverhangOpeningOppositeOverheadOfficePlumbingPiecePlateP.L.PLAMPLMGOPPOPNGOVHDP.D.PCPLOFFO.H.O.F.D.FLRFLUORF.O.F.F.O.C.FINFLASHFloorFinishFlashingFTGFRFSFTFPRFF.O.S.FootingFoot, FeetFireproofFrameFull SizeF.O.M.Face of StudFace of MasonryFluorescentFace of FinishFace of ConcreteG.I.GAGALVG.B.FUTGaugeGrab BarFutureHighGRGYPHGNDGradeGypsumGroundGLGalvanized IronGlass, GlazingGalvanizedFURRFurring, FurredFire Hose CabinetF.H.C.F.G.Finish GradePlanter DrainPlastic LaminateProperty LineOverflow DrainOutside DiameterNot to ScaleMoisture ResistantMasonry OpeningMiscellaneousManufactureNot in ContractLiving RoomMachine BallWithoutWaterproofWoodWeightWainscotWaterproof MembraneWater ClosetWater HeaterW.C.WDWPMWSCTWTWPW/OW.H.PaintPartitionPlywoodPairReferenceRoof DrainRadiusRiserQuarry TilePTR.D.REFPTNQ.T.P.T.D.RADRPLYWDPRRevisedRoofingRight HandRequiredResilientRedwoodRoomREVRFGR.O.RWDRMR.H.REQREINFRESILREFRHorizontalHourHardwareHardwoodHORIZHRHDWRH.M.HDWDH.C.HCPI.D.HVACH.W.Hot WaterHTHeightInside DiameterHeating, Ventilation and Air ConditioningHollow CoreHollow MetalHandicappedINSULINTJANJSTJTInsulationInteriorJanitorJoistJointKITKitchenINCLIncludingRough OpeningPaper Towel DispenserReinforced or ReinforcingRefrigeratorHose BibH.B.W/WithPlasterPLASAngleAnd@&<NumberExisting(E), EXST.#AtACTA.F.F.ADJA.C.A/CACOUSAsphaltANODASPHA.P.ARCHALUMAPPROXALTABAnodizedArchitecturalApproximateAccess PanelAcoustical TileAbove Finish FloorAlter or AlternateAluminumAcousticalAdjustableAnchor BoltPerpendicularAsphaltic ConcreteAir ConditioningCenterlineDiameter or RoundBlockBuildingBoardBLKBLKGBLDGBDBITUMCabinetBottom ofBSMTCABB.U.R.B.O.BRBMBeamClosetCeilingCementCERCLOC.I.CLGC.B.CEMCounterColumnCNTRCONNCOLCONCCONDC.M.U.CLRClearCARPCarpetBasementCondition or CondenserConnectionConcreteCeramicConcrete Masonry UnitCast IronCatch BasinBuilt Up RoofingBedroomBlockingBituminousCenterCTRCTSKC.T.CORRCONTCONTRDetailDoubleD.F.DIADDETDBLC.W.DoorDownDISPDRD.S.P.DSD.O.DNDrawerDWRDWGDIMDrawingDispenserDry StandpipeDoor OpeningDownspoutDeep, DepthDrinking FountainDiameterDimensionContractorCold WaterCountersunkCeramic TileCorridorContinuousCONSTConstructionSYMBOLSSYMBOLSPROJECT INFORMATIONPROJECT INFORMATIONMATERIALSMATERIALSSCALE4N/A4N/ASTRUCTURAL ENGINEER:Paniagua Inc7427 Crenshaw Blvd.Los Angeles, CA 90043310 767-6980 TELSCALE20N/A20N/ASHEET GRID SYSTEMSHEET GRID SYSTEM1234567910131411158121617181920ALL DRAWINGS AND DETAILS ARE IDENTIFIED BY THE GRIDNUMBER IN THE LOWER RIGHT HAND CORNER. ALL NUMBER LOCATIONS CONFORM TO THIS GRID SYSTEM.EQUIPMENT NO.CEILING HEIGHTELEVATION NO. (TYPICAL)SHEET NO.ELEVATION NO.SHEET NO.2A3.22A3.2SHEET NO.DETAIL NO.AREA REFERENCEA9.25A9.2521.821.8REFERENCE NO.ROOM NO.REFERENCE LETTERROOM NO.34.B34.BWORK POINT ORCONTROL POINTCEILING HEIGHTOR EQUIPMENTINTERIOR ELEVATIONEXTERIOR ELEVATIONDETAIL4A4.44A4.4LIVINGROOM1.2LIVINGROOM1.2PAINT NO. (TYPICAL)NORTH ARROW6'-4"DIMENSION STRINGINTERIOR FINISHSHEET NO.SECTION NO.SECTIONFLOOR LEVELROOM NO.ROOM NAMEROOM LABELTHE SHADEDPORTION IS THESIDE CONSIDEREDSHEET NO.MATCH LINE(CLOUD AROUNDREVISION OPTIONAL)REVISION CLOUD33REVISION NO.A1.021A42311238'-0"A6.101234A6.101234SCALE17N/A17N/AOWNER:Ashish Wahi and Maneet Kaur7417 E Grovewood LaneOrange, CAABBREVIATIONS15N/ASCALE19N/ASCALETYPE V-BCONSTRUCTION TYPE:DIRECTORYNot ApplicableN/A3N/ASCALEDRAWING INDEXDRAWING INDEXARCHITECTURAL NORTHNORTHVICINITY_MAP1. REMODEL AND ADDITION TO EXISTING 3 STORY SINGLEFAMILY RESIDENCE WITH ATTACHED PORTE COCHERE2. TWO STORY DETACHED GARAGE WITH GYM ABOVE3. NEW DETACHED ONE STORY ACCESSORY STRUCTURE-POOL PAVILION4. SWIMMING POOLPROJECT SITE10N/ASCALEVERY HIGH FIRE HAZARD SEVERITY ZONE NOTES16N/ASCALE12N/ASCALESETBACKSREQUIRED SETBACK - FRONT YARD:20'-0"REQUIRED SETBACK - SIDE YARD:5'-0"REQUIRED SETBACK - REAR YARD:20'-0"HEIGHTHEIGHT LIMIT:32'-0"/ 2 STORYPROPOSED BUILDING HEIGHT:27'-0"/ 3 STORY (EXISTING NON CONFORMING TO REMAIN)FLOOR AREA RATIO MAXIMUM:0.4FLOOR AREA RATIO PROPOSED:0.23THE MAIN RESIDENCE, AND ACCESSORY STRUCTURES SHALL BE EQUIPPED WITH AN AUTOMATICRESIDENTIAL FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION R313.3 OR NFPA 13D. (R313,12.21A17(d)). THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIVISION PRIOR TOINSTALLATIONRFLOOR AREA CALCULATIONS:LOT SIZE: 45,957.73 sq ft. (PER SURVEY) EXISTING ADDITION NEW TOTALBASEMENT FLOOR :1,011 sq. ft. 10 sq. ft.1,870 sq.ft.(E)3 CAR GARAGE: 849 sq. ft.FIRST FLOOR :1,887 sq. ft. 1,341 sq. ft.3,228 sq. ft.SECOND FLOOR :1,892 sq. ft. 1,314 sq. ft.3,206 sq. ft.TOTAL MAIN RESIDENCE: 5,639 sq. ft. 2,665 sq. ft.8,304 sq. ft.EXISTING RESIDENCE ADDITION: 2,665 sq. ft.< (50% of 5,639)= 2,820 sq. ft.NEW DETACHED GARAGE (FIRST FLOOR): 1,415 sq. ft.PARKING:REQUIRED PARKING: EXISTING THREE CARSPARKING PROVIDED:FOUR ENCLOSEDALL CONSTRUCTION TO COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE.ALL CONSTRUCTION TO COMPLY WITH THE 2019 CITY OF ORANGE MUNICIPAL CODE.ALL CONSTRUCTION TO COMPLY WITH THE 2019 CITY OF ORANGE FIRE CODE1. BASED ON CITY MAPS, THIS PROJECT IS LOCATED WITH INVERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ). IT SHALLCOMPLY WITH REQUIREMENTS OF MATERIALS, SYSTEMS &CONSTRUCTION METHODS OF CHAPTER 7A AND CHAPTER 72.ADD THE FOLLOWING MATERIAL SPECIFICATIONS AND/OR NOTES/DETAILS TO PLANS:A.CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS. WOOD SHAKES AND SHINGLES ARRE NOTPERMITTED. (7207.4, 1505)B.VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH(0.48 MM) (NO. 26 GALVANIZED SHEET GAGE) CORRISON0RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE(914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THEVALLEY (705A.3)C.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TOPREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THEGUTTER (705A.4)D.(ROOF)(ATTIC)(EXTERIOR WALL) VENTS SHALL RESIST THEINTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OFTHE STRUCTURE, OR SHALL BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 14 " INCH (6MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BEINSTALLED IN EAVES AND CORNICES (706A.1, 706.2, 706.3,7207.3)E.EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OFSFM 12-7A-3 OR SHALL BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE CONSTRUCTIONON THE EXPOSED UNDERSIDE (707A.5.5)F. EXTERIOR WALLS SHALL BE APPROVEDNONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL, HEAVYTIMBER, OR LOG WALL CONSTRUCTION OR SHALL PROVIDEPROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS INACCORDANCE WITH STANDARD SFM 12-7A-1 (707A.3.1)G.EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOPOF FOUNDATION TO THE ROOF AND TERMINATE AT 2-INCH(50.8MM) NOMINAL SOLID WOOD BLOCKING BETWEEN RAFTERSAT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSEDEAVES, TERMINATE AT THE ENCLOSURE (704A.3.1)H.EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, ANDGLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BEINSULATING-GLASS UNITS WITH A MINIMUM OF ONE TEMPEREDPANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE-RESISTANCERATING OF NOT LESS THAN 20 MINUTES, WHEN TESTEDACCORDING TO NFPA 257, OR CONFORM TO THEPERFORMANCE REQUIREMENTS OF SFM 12-7A-2 (708A.2.1)I. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THEPERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1OR SHALL BE APPROVED NONCOMBUSTIBLE CONSTRUCTION,OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESSTHAN 1 38 INCHES THICK WITH INTERIOR FIELD PANELTHICKNESS NO LESS THAN 13 INCHES THICK, OR SHALL HAVE AFIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTESWHEN TESTED ACCORDING TO ASNFPA 252 (EXCEPTION:NONCOMBUSTIBLE OR EXTERIOR FIRE RESISTANT TREATEDWOOD VEHICLE ACCESS DOORS) (708A.3)J. DECKING, SURFACES, STAIR TREADS, RISERS, ANDLANDINGS OF DECKS, PORCHES AND BALCONIES WHERE ANYPORTION OF SUCH SURFACES IS WITHIN 10 FEET (3048 MM) OFTHE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OFHEAVY TIMBER, NON-COMBUSTIBLE OR OTHER APPROVEDMATERIALS PER SECT 709A.3K. THE UNDERSIDE OF CANTILEVERED ANDOVERHANGING APPENDAGES AND FLOOR PROJECTIONSSHALL MAINTAIN THE IGNITION-RESISTANT INTEGRITY OFEXTERIOR WALLS, OR THE PROJECTION SHALL BEENCLOSED TO THE GRADE (707A.8)L. BUILDINGS SHALL HAVE ALL UNDERFLOOR AREASCOMPLETELY ENCLOSED TOP THE GRADE WITHCONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS(707A.8, 7207.1)M. ALL UTILITIES, PIPES, FURNANCES, WATER HEATERSOR OTHER MECHANICAL DEVICES LOCATED IN ANEXPOSED UNDER-FLOOR AREA OF A RESIDENTIALBUILDING SHALL BE ENCLOSED WITH MATERIALS ASREQUIRED FIR 1- HOUR FIRE RESISTIVE CONSTRUCTION.(7207.2)N. THE SPACE BETWEEN THE ROOF COVERING ANDROOF DECKING SHALL BE CONSTRUCTED TO PREVENTINTRUSION OF FLAMES AND EMBERS AND BE FIRESTOPPED PER 705A.2O. NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THEPRIMARY STRUCTUREP. TRELLIS MORE THAN 10 FEET FROM THE PRIMARYSTRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBEROR NON-COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHESSPACING IS REQUIRED BETWEEN THE MEMBERS(INFORMATION BULLETIN NO. P/BC 2017-023).CIVIL ENGINEER:Thang Le & Associates310 E. Foothill Blvd., Suite CArcadia, CA 91006626 538-2702 TEL11N/ASCALESOILS AND GEOTECHNICAL ENGINEERGeoKinetics77 BunsenIrvine, CA 92618949 502-5353 TELSCOPE OF WORKACCESSORY LIVING QUARTER (GYM)BELOW GARAGE: 878 sq. ft.DETACHED POOL PAVILION: 529 sq. ft.ARCHITECTURALA0.00 TITLE SHEETA0.04 WINDOW AND DOOR SCHEDULE AND SPECIFICATIONSC0.01 SURVEYA1.01 SITE PLANA1.02 FIRE MASTER PLANA1.03 FIRE RATED DIAGRAM- MATERIAL AND CONSTRUCTION METHODSA1.04 FUEL MODIFICATION EXHIBITA2.00 BASEMENT FLOOR PLANA2.01 FIRST FLOOR PLANA2.02 SECOND FLOOR PLANA2.03 ROOF PLANA2.04 DETACHED GARAGE LOWER FLOOR PLANA2.05 DETACHED GARAGE FIRST FLOOR PLANA2.06 DETACHED GARAGE ROOF PLANA2.07 POOL PAVILION PLANSA3.00 EXTERIOR ELEVATIONSA3.01 EXTERIOR ELEVATIONSA3.02 EXTERIOR ELEVATIONSA3.03 EXTERIOR ELEVATIONSA3.04 EXTERIOR ELEVATIONSA3.05 COLOR RENDERINGSA3.06 COLOR RENDERINGSA3.07 COLOR RENDERINGSA3.08 COLOR RENDERINGSA4.01 BUILDING SECTIONSA4.02 BUILDING SECTIONSA4.03 BUILDING SECTIONSA4.04 BUILDING SECTIONSA9.01 DETAILSA9.02 DETAILSA9.03 DETAILSCIVILC1 GRADING NOTES AND DETAILSC2 GRADING AND DRAINAGE PLANC3 EROSION CONTROL PLANLANDSCAPEL-1 LANDSCAPE PLANTING PLANL-1.1 PLANTING PLANLI-5.0 IRRIGATION PLANLI-5.1 HYDROZONE PLAN & MWELOLI-5.2 IRRIGATION NOTESLI-5.3 IRRIGATION DETAILSLI-5.4 IRRIGATION DETAILS & PUMP SPECIFICATIONSLI-5.5 IRRIGATION SPECIFICATIONSD1.01 DEMOLITION SITE PLAN (UNDER SEPARATE PERMIT)D2.00 DEMOLITION BASEMENT PLAND2.01 DEMOLITION FIRST FLOOR PLAND2.02 DEMOLITION SECOND FLOOR PLNEX2.00 EXISTING BASEMENT FLOOR PLANEX2.01 EXISTING FIRST FLOOR PLANEX2.02 EXISTING SECOND FLOOR PLANEX2.03 EXISTING ROOF PLANEX3.00 EXISTING EXTERIOR ELEVATIONSEX3.01 EXISTING EXTERIOR ELEVATIONSLANDSCAPE:Peerless124 Fillmore Ave.Oxnard, CA 93035424 346-3353 TEL7417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021AUGUST 6 2021TITLE SHEET A0.00 SCALE5N/ADOOR HARDWARE TYPENO.SIZE (WxH)JAMBMATL.JAMBHEADREMARKSTHK.WINDOW SCHEDULE AND SPECIFICATIONSSCALE12N/A1. ALL GLASS IN DOORS, WINDOWS AND SIDELITES, EXCEPT FOR EXISTING, TO BE TEMPERED.2. DIRECTION OF OPERATION SHOWN FROM THE EXTERIOR.3. EACH PANE OF GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE PROVIDED WITH MANUFACTURER'S OR INSTALLER'S LABEL, DESIGNATING THE TYPE AND THICKNESS OF GLASS AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, WHICH IS VISIBLE TO THE FINAL INSTALLATION. THE LABEL SHALL BE ACID ETCHED, SANDBLASTED, CERAMIC-FIRED, EMBOSSED MARK, OR SHALL BE OF A TYPE WHICH ONCE APPLIED CANNOT BE REMOVED WITHOUT BEING DESTROYED.4. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 (SEE EXCEPTIONS) (R308.4): A. FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BI-FOLD DOOR ASSEMBLIES. B. GLAZING, IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR THE WALKING SURFACE. C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. ii. BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. iii. TOP EDGE MORE THAN 36 INCHES ABOVE THE FLOOR. iv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. D. GLAZING IN GUARDS AND RAILINGS.E. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.F. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR AND OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE AND WITHIN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE WATER'S EDGE. G. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS.H. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING (R304.2).5. ALL DIMENSIONS ARE TO ROUGH OPENING UNLESS OTHERWISE NOTED.6. ALL DIMENSIONS TO BE VERIFIED BY CONTRACTOR IN FIELD. PROVIDE SHOP DRAWINGS. VERIFY MUNTIN BAR HORIZONTAL ALIGNMENT THROUGHOUT PROJECT (AT ALL ADJACENT DOORS AND WINDOWS).7. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINITY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. (6706)8. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK MINIMUM WITH SOLID CORE CONSTRUCTION. 91.6709.1 - DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB. (6709.4)9. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIAMETER STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS NO LESS THAN 2-1/2" LONG. (6709.5, 6709.7)10. PROVIDE DEAD BOLTS WITH HARDENED INSERTS; DEADLOCKING LATCH WITH KEY-OPERATED LOCKS ON EXTERIOR. DOORS MUST BE OPERABLE FROM INSIDE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F AND S OCCUPANCIES). (6709.2)11. STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEAD BOLT SHALL HAVE A MINIMUM THROW OF 3/4". (6709.2)12. THE USE OF A LOCKING SYSTEM WHICH CONSIST OF A DEADLOCKING LATCH OPERATED BY A DOORKNOB AND A DEAD BOLT OPERATED BY A NON-REMOVABLE THUMB TURN WHICH IS INDEPENDENT OF THE DEADLOCKING LATCH AND WHICH MUST BE SEPARATELY OPERATED, SHALL NOT BE CONSIDERED A SYSTEM WHICH REQUIRES SPECIAL KNOWLEDGE OR EFFORT WHEN USED IN DWELLING UNITS. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEAD BOLT SHALL NOT BE SEPARATED BY MORE THAN 8"13. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL FROM TRACK WHILE IN THE CLOSED POSITION. (6710)14. DIMENSIONS FOR ALUMINUM DOORS ARE TO OUTSIDE OF FRAME UNLESS OTHERWISE NOTED.15. DIMENSIONS FOR WOOD AND HOLLOW METAL (HM) SWING DOORS ARE TO OUTSIDE O OPERATIONAL LEAF UNLESS OTHERWISE NOTED.16. DIMENSIONS FOR WOOD POCKET DOORS ARE TO OPENING. VERIFY LEAF SIZE TO ACCOMMODATE OVERLAP WITHIN POCKET CHASE.17. DIMENSIONS FOR GLASS DOORS ARE TO OUTSIDE OF OPERATIONAL LEAF UNLESS OTHERWISE NOTED.18 METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK OR MINIMUM 932" DIAMETER HARDENED STEEL SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED. (6711)19. EACH UNIT OF TEMPERED GLASS SHALL BE PERMANENTLY IDENTIFIED BY THE MANUFACTURER. THE IDENTIFICATION SHALL BE ETCHED OR CERAMIC FIRED ON THE GLASS AND BE VISIBLE WHEN THE UNIT IS GLAZED.20. ALL MANUFACTURED FENESTRATION PRODUCTS (GLASS DOORS AND/OR WINDOWS) ARE REQUIRED TO MEET THE FOLLOWING CONDITIONS: A. BE CERTIFIED AS TO THEIR OVERALL U-VALUES AS TESTED IN ACCORDANCE WITH THE NFRC PROCEDURE, OR A DEFAULT TABLE. B. HAVE A TEMPORARY LABEL, NOT TO BE REMOVED BEFORE INSPECTION BY THE BUILDING DEPARTMENT, LISTING THE CERTIFIED U-VALUE. C. HAVE A PERMANENT LABEL LISTING THE U-VALUE, CERTIFYING ORGANIZATION AND RATING PROCEDURES.21. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A MINIMUM FIRE PROTECTION RATING OF 20 MINUTES AND SELF-CLOSING AND SELF-LATCHING DEVICES, OR SOLID WOOD OR SOLID OR HONEYCOMB CORE STEEL NOT LESS THA 1 38 INCHES THICK. (R302.5.1)22.SCREENS, BARRICADES, OR FENCES MADE OF A MATERIAL WHICH WOULD PRECLUDE HUMAN CLIMBING SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8 FT. OF THE UTILITY POLE OR SIMILARSTRUCTURES. (6707)23.\EVERY DOOR IN A SECURITY OPENING FOR AN APARTMENT HOUSE SHALL BE PROVIDED WITH A LIGHT BULB (60 WATT MIN.) AT A MAXIMUM HEIGHT OF 8 FT. ON THE EXTERIOR. (6708)24.WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 916 " THICK WITH SHAPED PORTIONS NOT LESS THAN 14" THICK AND INDIVIDUAL PANELS MUST BE NO MORE 300 SQUARE INCHES IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENTPANELS EXCEPT MULLIONS NOT OVER 18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 38" AND 3" IN WIDTH. (91.6709.1 ITEM 2)25.SLIDING GLASS DOORS PANELS SHALL BE CLOSED AND LOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SEC. 6717.126.PROVIDE METAL GUIDES AT TOP AND BOTTOM OF METAL ACCORDION GRATE OR GRILLE-TYPE DOORS AND CYLINDER LOCKS OR PADLOCKS. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. (6712)27.IN GROUP B, F, M AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 5" BUT LESS THAN 48", SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY-RESISTANT MATERIAL OR PROTECTED WITH METALBARS OR GRILLES. (6714)28.GLAZED OPENINGS WITHIN 40" OF THE REQUIRED LOCKING DEVICE OF THE DOOR, WHEN THE DOOR IS IN THE CLOSED AND LOCKED POSITION AND WHEN THE DOOR IS OPENABLE FROM THE INSIDE WITHOUT THE USE OF KEY SHALL BE FULLY TEMPEREDGLASS PER SECTION 2406, OR APPROVED BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS, OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO SLIDE GLASS DOORSWHICH CONFORM TO THE PROVISIONS OF SECTION 6710 OR TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. (6713)29.LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. (6715.3)30.OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES. IN GROUP B, F, M AND S OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS, BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM 932" HARDENED STEELSHACKLES AND BOLTED, HARDENED STEEL HASPS. (6715.2)31.SLIDING WINDOWS SHALL BE PROVIDED WITH LOCKING DEVICES. A DEVICE SHALL BE INSTALLED IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPENEDPOSITION. (6715.1)32.SLIDING GLASS WINDOWS SASH SHALL BE CLOSED AND LOCKED WHEN SUBJECTED TO THE TESTS SPECIFIED IN SECT. 6717.2.33.ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24" FROM THE CLOSEST OPENINGTHROUGH SUCH METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES THAT EXCEEDS 2" IN ANY DIRECTION. (6715.4)34.ALL OTHER OPENINGS OTHER THAN DOOR OR GLAZED OPENINGS MUST BE PROTECTED BY METAL BARS OR GRILLES WITH OPENINGS OF NOT LESS THAN 6" IN ONE DIMENSION. (6716.6)35.PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS (6304.1)36.AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)37. VEHICULAR ACCESS DOORS SHALL COMPLY WITH SECTION R609.4.38. PROVIDE POOL ALARM FOR ALL DOOR EXTERIOR DOORS OPENING INTO REAR YARD POOL AREA.SCALE2N/AA: EXTERIOR ALUMINUM FRAMED ENTRY DOORB: INTERIOR, SOLID WOOD PANEL DOOR - PAINT GRADEMANUFACTURER: SIERRA PACIFIC WINDOWS OR APPROVED EQUALHARDWARE: USE INTEGRAL HARDWAREFINISH: PAINT TO MATCH ADJACENT WALL IN SEMI GLOSS FINISHC. FRAMELESS GLASS SHOWER DOOR- GLASS, 58" THK. TEMPEREDD: ALUMINUM FRAMED SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARE: EXTERIOR ALUMINUM FRAMED SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARF: EXTERIOR ALUMINUM FRAMED SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARLG: EXTERIOR ALUMINUM FRAMED MULTI SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARH,I: EXTERIOR ALUMINUM FRAMED MULTI SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARJ: EXTERIOR ALUMINUM FRAMED MULTI SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARK: SECTIONAL ALUMINUM GARAGE DOORFINISH: POWDER COATL: EXTERIOR HOLLOW METAL DOORMANUFACTURER: TRU DOOR OR EQUALFINISH: PAINTED1. FRAMELESS SHOWER DOOR HINGE 180 DEGREE GLASS TO GLASSMANUFACTURER: C.R. LAURENCEMODEL: VIENNA SERIES 180 DEGREE GLASS TO GLASS V1E180FINISH: MATCH ADJACENT PLUMBING FIXTUREPROVIDE RECESSED SUPPORTING CHANNELS AT FIXED PANELS2. FRAMELESS SHOWER HINGE WITH ADJUSTABLE WALL MOUNT OFFSET BACK PLATEMANUFACTURER: C.R. LAURENCEMODEL: GEN537 GENEVA 527 SERIES GLASS TO WALLFINISH: MATCH ADJACENT PLUMBING FIXTUREPROVIDE RECESSED SUPPORTING CHANNELS AT FIXED PANELS3. SHOWER DOOR MOUNTED TOWEL BAR / PULLMANUFACTURER: C.R. LAURENCE CO., INC.MODEL: CRL 24" BACK-TO-BACK "SQ" STYLE TOWEL BAR, SQ24X24CHFINISH: MATCH ADJACENT PLUMBING FIXTURE4. DOOR STOPMANUFACTURER: D-LINE OR EQUALHARDWARE: FLOOR MOUNT 14.5070.02FINISH: STAINLESS STEEL WITH BLACK RUBBER BUFFERLOCATION: ALL SWING DOORS5. SLIDING DOOR TRACK - INTERIORMANUFACTURER: JOHNSON HARDWAREMODEL: 1500 SERIES AT POCKET DOORS 113F SERIES AT CLOSETS IN BEDROOMSFINISH: STANDARD6. FLUSH PULLS AT SLIDING POCKET DOORMANUFACTURER: ACCURATEMODEL: "2002 -CPDL-5" COMBINATION POCKET DOOR LOCK AND EDGE PULL. ALSO PROVIDE "CS2002T" FLUSH PULL WITH CONCEALED SCREWSFINISH: SATIN NICKEL - CONFIRM WITH OWNER7. HINGEMANUFACTURER: EMTEKMODEL: STEEL RESIDENTIAL DUTY 4"X4" SQUARE CORNER HINGE 91014 OR APPROVED EQUALFINISH: SATIN NICKELNOTE: FOUR (4) HINGES PER DOOR8. ENTRY SETMANUFACTURER: EMTEKMODEL: "BRIGHTON" ENTRY SETINSIDE TRIM: "WINCHESTER" KNOBDEADBOLT: BRASS MODERN STYLEFINISH: SATIN NICKEL9. KNOB - PRIVACY SET, IF NEEDEDMANUFACTURER: EMTEKMODEL: "ROUND" KNOB WITH ROSETTE #2FINISH: SATIN NICKEL10. KNOB - PASSAGE SET, IF NEEDEDMANUFACTURER: EMTEKMODEL: "ROUND" KNOB WITH ROSETTE #2FINISH: SATIN NICKEL11. KNOB - DUMMY SET, IF NEEDEDMANUFACTURER: EMTEKMODEL: "ROUND" KNOB WITH ROSETTE #2FINISH: SATIN NICKEL12. FLUSH PULLS AT CLOSET SLIDING DOORSMANUFACTURER: ACCURATEMODEL: "CS2002B" FLUSH PULLS WITH CONCEALED SCREWSFINISH: SATIN NICKEL13. SLIDING POCKET DOOR PRIVACY SETMANUFACTURER: ACCURATEMODEL: "2002 CPDL-4" POCKET LOCK/PULL , 2.5" BACKSETFINISH: SATIN NICKEL14. FRAMELESS SLIDING SHOWER DOOR TRACK: GLASS SURFACE MOUNTEDMANUFACTURER: KOHLERMODEL: "LEVITY" K-706164FINISH: MATCH ADJACENT PLUMBING FIXTUREDOOR SPECIFICATIONSSCALE8N/ATHRSHLD009.1007.1SCALE10N/ACBC CH 7A COMPLIANCEA: ALUMINUM FRAMED FIXED WINDOW - SECTIONALMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: CLEAR, DUAL INSULATED TEMPEREDB: ALUMINUM FRAMED FIXED WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: CLEAR, DUAL INSULATED TEMPEREDC: ALUMINUM FRAMED SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARD: ALUMINUM FRAMED MULTI SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARE: ALUMINUM FRAMED MULTI SLIDING WINDOWMANUFACTURER: FLEETWOOD WINDOWS AND DOORSFINISH: STANDARD CLEAR ANODIZEDGLAZING: DUAL CLEARF: ALUMINUM FRAMED SKYLIGHT - CUSTOM SIZESMANUFACTURER: SUN VALLEYMODEL: CUSTOMFINISH: CLEAR ALUMINUM009.22"B2"ALUM./GLASSALUM./GLASSALUM./GLASSE6"109.BALUM./GLASSD6"204.AALUM./GLASSB8'-4" X 4'-0"101.CB2"ALUM./GLASS101.DB2"ALUM./GLASS107.AB2"ALUM./GLASS109.AB2"ALUM./GLASS205.A205.B206.A208.A213.A001.14'-1012" X 8'-212"003.2005.12 1/4"A008.2006.1TYPENO.SIZE (WxH)JAMBMATL.JAMBHEADREMARKSTHK.THRSHLD102.AB2"ALUM./GLASS2"203.AB2"ALUM./GLASSE5'-11" X 6'-012"ALUM./GLASSB2"210.AALUM./GLASSB2"* CONFIRM WITH OWNER ALL DOOR, WINDOW AND DOORHARDWARE SPECIFICATIONS BEFORE PURCHASING *008.1ALUM./GLASSB2"214.AALUM./GLASSB2"215.A102.BB2"13'-9" X 9'-612"ALUM./GLASS101.AB2"6'-1 1/4" X 3'-6"ALUM./GLASS101.BB2"6'-1 1/4" X 3'-6"ALUM./GLASS003.112'-0" X 8'-912"DTYPENO.SIZE (WxH)JAMBMATL.JAMBHEADREMARKSTHK.THRSHLDWINDOW SPECIFICATIONSSCALE6N/A6'-10" X 8'-6"3'-0" X 3'-6"13'-9" X 11'-4"8'-0" X 3'-6"3'-3 5/8" X 8'-0"18'-1012" X 8'-0"4'-212" X 9'-612"4'-812" X 9'-612"3'-2" X 2'-0"3'-2" X 2'-0"6'-0" X 9'-4"6'-0" X 2'-0"001.AB2"6'-10" X 8'-212"ALUM./GLASSAEXTERIOR, ENTRYALUMINUM FRAMEDDOORALUM./GLASSBINTERIOR, SOLIDWOOD DOORPAINT GRADEDINTERIOR,ALUMINUMPOCKET DOOREEXTERIOR,ALUMINUMSLIDING DOOR - XOFEXTERIOR,ALUMINUMSLIDING DOOR - OXTEMPEREDGLAZINGCFRAMELESS GLASSSHOWER DOORFIXEDFIXEDALUM./GLASS4"3'-0" X 8'-0"1 3/4"BWOOD003.38'-1" X 8'-212"FALUM./GLASS4"KEYED ENTRY SETDUMMY SETPRIVACY SETEXTERIOR DOOR2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET8'-1" X 8'-212"FALUM./GLASS4"EXTERIOR DOORSHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASSFIXEDGEXTERIOR,ALUMINUMSLIDING DOOR - OXXXFIXEDHEXTERIOR,ALUMINUMSLIDING DOOR - OXXIEXTERIOR,ALUMINUMSLIDING DOOR - XXOFIXED100.111'-4" X 11'-6"GALUM./GLASS8"EXTERIOR DOOR100.225'-012" X 11'-6"IALUM./GLASS6"EXTERIOR DOOR101.23'-0" X 8'-0"2 1/4"AALUM./GLASSKEYED ENTRY SET101.12'-8" X 8'-0"1 3/4"BWOODDUMMY SET102.118'-1012" X 11'-6"IALUM./GLASS6"EXTERIOR DOOREXTERIOR DOOR105.1105.2106.1106.2SHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SETJEXTERIOR,ALUMINUMSLIDING DOOR - OXXOFIXEDFIXED12'-0" X 11'-6"FALUM./GLASS4"EXTERIOR DOOR107.1107.2108.1108.2109.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET4"6'-0" X 11'-6"FALUM./GLASS4"EXTERIOR DOORSHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS110.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET110.2SHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS111.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SETDOOR SCHEDULE200.118'-1012" X 9'-6 1/2"HALUM./GLASS6"EXTERIOR DOOR201.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET202.1203.1203.4203.3SHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS18'-812" X 9'-6 1/2"IALUM./GLASS6"EXTERIOR DOOR203.22'-8" X 8'-0"1 3/4"BWOODPRIVACY SET204.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET205.1205.2206.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET206.2SHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS207.12'-8" X 8'-0"1 3/4"BWOODDUMMY SET208.1208.22'-8" X 8'-0"1 3/4"BWOODPRIVACY SET209.12'-8" X 8'-0"1 3/4"BWOODDUMMY SET210.1SHOWER DOOR: TEMPERED, CLEAR GLASS3/8"2'-4" X 7'-8"CGLASS210.22'-8" X 8'-0"1 3/4"BWOODPRIVACY SET211.116'-0" X 9'-4"HALUM./GLASS6"EXTERIOR DOOR114.1115.1115.2SHOWER DOOR: TEMPERED, CLEAR GLASSH16'-0" X 9'-4"ALUM./GLASS6"EXTERIOR DOOR2'-8" X 8'-0"1 3/4"BWOODPRIVACY SET2'-8" X 8'-0"3/8"C6'-1" X 8'-0"6'-1" X 8'-0"KGARAGE DOORALUMINUM SLIDING DOOR-XXXXALUMINUM FRAMEDSECTIONAL,FIXED WINDOWAALUMINUM FRAMEDFIXED WINDOWBFIXEDFIXEDFIXEDFIXEDFIXEDFIXEDFIXEDALUMINUM HORIZONTALSLIDING WINDOW - OXCFIXEDFIXEDFIXEDALUMINUM HORIZONTALSLIDING WINDOW - XXODFIXEDFIXED18'-1012" X 6'-012"SKYLIGHTFIXEDALUMINUMFRAMEDSKYLIGHT:CURB MOUNTFALUMINUM HORIZONTALSLIDING WINDOW - OXXEFIXEDFIXEDFIXEDFIXEDGLASSSHOWER DOOR: TEMPERED, CLEAR GLASS5 EQUALEALUM./GLASS4"FALUM./GLASS4"EXTERIOR DOOR104.218'-1012" X 11'-6"HALUM./GLASS6"104.1FALUM./GLASS4"B2"ALUM./GLASS12'-7" X 1'-4"B2"ALUM./GLASS12'-7" X 1'-4"201.A202.A105.AB2"ALUM./GLASS4'-0" X 3'-6"FIXEDFIXEDFIXEDTYPENO.SIZE (WxH)JAMBMATL.JAMBHEADREMARKSTHK.THRSHLD002.A002.B13'-9" X 11'-4"13'-9" X 9'-612"G2"ALUM./GLASSG2"ALUM./GLASSFIXEDALUMINUM SPACER FORDUAL PANE "BUTT" GLAZINGPER MANUFACTURER,TYPICALFIXEDALUMINUM FRAMEDFIXED WINDOWG3 EQUALALUMINUM SPACER FORDUAL PANE "BUTT" GLAZINGPER MANUFACTURER,TYPICALOMIT211.2100.3001.21 3/4"BWOOD1 3/4"BWOOD1 3/4"BWOOD2'-8" X 8'-0"2'-8" X 8'-0"2'-8" X 8'-0"12'-7" X 11'-6"100.AB2"6'-2" X 11'-6"ALUM./GLASSFIXEDLEXTERIOR, METALCLOSET DOOR -PAIRSCALE3N/ADOOR AND WINDOW NOTES1.Windows and sliding glass doors shall comply with C.M.B.S.O. or C.A.W.M. forced entry test standards2.Exterior wood doors shall be of solid core wood construction with a minimum thickness of 1-3/4", or with panels not less than 916" thick. hollow metal doors shall be of a minimum 18 gauge3.Exterior doors shall have a deadbolt lock. The deadbolt shall have a minimum projection of one inch and have an embedment of at least 34" into the strike receiving the project bolt4.Out swing exterior doors shall have non-removable exterior hinge pins (NRP)5.The strike plate for deadbolts on all wood framed doors shall be constructed of a minimum 16 gauge and secured by screws penetrating at least three inches into the jamb6.Primary address must be easily visible from the street. The numerals shall be at least four inches in height, be of contrasting color to the background, and be illuminated during hours of darkness7.Brands, model, and series of door hardware, windows, and sliding glass doors shall be in accordance with "Approved Products List 117" or comparable708A.2.1 EXTERIOR WINDOWS, SKYLIGHTS AND EXTERIOR GLAZED DOOR ASSEMBLY REQUIREMENTSEXTERIOR WINDOWS, SKYLIGHTS AND EXTERIOR GLAZED DOOR ASSEMBLIES SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS:BE CONSTRUCTED OF MULTIPANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, ORBE CONSTRUCTED OF GLASS BLOCK UNITS, ORHAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 257, ORBE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2708A.3 EXTERIOR DOORSEXTERIOR DOORS SHALL COMPLY WITH ONE OF THE FOLLOWING:THE EXTERIOR SURFACE OR CLADDING SHALL BE OF NONCOMBUSTIBLE MATERIAL.THE EXTERIOR SURFACE OR CLADDING SHALL BE OF IGNITIONRESISTANT MATERIAL.THE EXTERIOR DOOR SHALL BE CONSTRUCTED OF SOLID CORE WOOD THAT COMPLIES WITH THE FOLLOWING REQUIREMENTS:STILES AND RAILS SHALL NOT BE LESS THAN 13/8 INCHES THICK.PANELS SHALL NOT BE LESS THAN 11/4 INCHES THICK, EXCEPT FOR THE EXTERIOR PERIMETER OF THE PANEL THAT SHALL BE PERMITTED TO TAPER TO A TONGUE NOT LESS THAN 3/8 INCH THICK.THE EXTERIOR DOOR ASSEMBLY SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO NFPA 252.THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SECTION 707A.3.1 WHEN TESTED IN ACCORDANCE WITH ASTM E2707.THE EXTERIOR SURFACE OR CLADDING SHALL BE TESTED TO MEET THE PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A1.708A.3.1 EXTERIOR DOOR GLAZINGGLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION 708A.2.1.708A.4 WEATHER STRIPPINGEXTERIOR GARAGE DOORS SHALL BE PROVIDED WITH WEATHER STRIPPING TO RESIST THE INTRUSION OF EMBERS FROM ENTERING THROUGH GAPS BETWEEN DOORS AND DOOR OPENINGS WHEN VISIBLE GAPSEXCEED 1/8 INCH (3.2 MM). WEATHER STRIPPING OR SEALS SHALL BE INSTALLED ON THE BOTTOM, SIDES, AND TOPS OF DOORS TO REDUCE GAPS BETWEEN DOORS AND DOOR OPENINGS TO 1/8 INCH (3.2 MM) ORLESS.CITY OF ORANGE BUILDING SECURITY ORDINANCE #6-18SCALE4N/A010.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET011.12'-8" X 8'-0"1 3/4"BWOODPRIVACY SET011.22'-6" X 8'-0"1 3/4"BWOODPRIVACY SET011.32'-6" X 8'-0"1 3/4"BWOODPRIVACY SET011.42'-4" X 7'-8"012.117'-11 12"X 10'-0"6"I012.26'-5"X 10'-0"2"D1ALUM./GLASSALUM./GLASSD1EXTERIOR,ALUMINUMPOCKET DOOREXTERIOR DOOREXTERIOR DOOR20 MIN. RATED DOOR. DUMMY SET20 MIN. RATED DOOR. DUMMY SET20 MIN. RATED DOOR. DUMMY SET112.120'-0" X 8'-0"8"KAUTOMATIC SLIDING WITH REMOTE CONTROL112.220'-0" X 8'-0"8"K1AUTOMATIC SLIDING WITH REMOTE CONTROLK1 (REVERSE DIRECTION)GARAGE DOORALUMINUM SLIDING DOOR-XXXXALUM./GLASSALUM./GLASSSHOWER DOOR: TEMPERED, CLEAR GLASS3/8"CGLASS112.A &B & CALUM./GLASSD2"10'-1"X 4'-8 12"FIXEDDOOR & WINDOW SCHEDULE AND SPECIFICATIONS A0.047417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 MATERIALSMATERIALSSCALE4N/A4N/A7417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021GREEN NOTES A0.05 12/22/19 L = 1 1 4 . 9 2' R = 4 2 .50' Δ =1 5 4 ° 5 5 '37" L =2 6 .3 0 'R =5 0 .0 0 'Δ =3 0 °0 7 '5 8 "(555)(555)( 5 6 0 )(560)(565)(565)(565)(570)(570 ) (5 7 5 ) (575 )(580)(580 )(585)(585)(590)( 5 9 0 )(595)(5 9 5 )(600)(551)(552)(553)(553)(554)(554)(554)(556)(556)556(557)(557)(558)(5 5 8 )(558)(559)(559)(561)(561 )(561)(562)(562)(562)(563)(563)(563)(564)(564)(564)(566)(566)(566)(566)(567)(567 )(567)(568)(568)(569)(569 )(571)(571)( 5 7 2 )(572)(573 ) ( 5 7 3 ) (5 7 4 ) (574 )(576)(576 )(577)(577 ) (578 ) (578) (579 ) (579)(579)(579)(581 )(581)(582)(582)(583)(583)(584)(584)(586)( 5 8 7 )(587)( 5 8 8 )(588)( 5 8 9 )(589)(591)( 5 9 1 )(592)(5 9 2 )(593)(5 9 3 )(594)(59 4 ) (5 9 6 ) (5 9 7 ) (5 9 8 ) (599 )559.73CONCRETEDRIVEWAYNEW CURB CUTUPMEADOW GRASSHILLMEADOW GRASSHILLLAWNLAWNFF 577.96'EXST. FF. 579.45568.10 TW570.50 TWUPUPEASEMENTEASEMENTSETBACKDNSWIMMING POOL47'-2" X 17'-8"SPA12'-10" X 6'-6"BENCH / SHELFBENCH / SHELFPARKINGAREAFIRE ACCESSS E T B A C K E A S EM E N T SETBACKEASEMENT"BAJA SHELF"27'-8" X 6'-8"WATERFALLTROUGHSWIMMING POOL TROUGH FOR INFINITY EDGE BELOWSIDE YARD SETBACKPROPERTY LINEEXISTINGMAILBOXESFR O N T Y A R D S E T B A C K PR O P E R T Y L I N E PROP E R T Y L I N E SETB A C K PROP E R T Y L I N E SETB A C K PR O P E R T Y L I N E P R O P E R T Y L I N E PROPERTY LINESETBACKPROPERTY LINE PROPERTY LINEPORTE COCHEREUPDN2% SLOPE2% SLOPE2% SLOPE(E)AC PAVEDDRIVEWAY TOREMAIN14'-6"FF 568.23'ADDITION ATFIRST FLOORADDITION ATFIRST ANDSECOND FLOOR(569.8')568.17'FS(577.9')(582.9')(580.3')(583.0')(581.1')5'5'5'5'567.59'FSSEE CIVIL PLANSFOR DRAINAGEDETAILS577.85' FSDNSEE CIVIL PLANSFOR DRAINAGEDETAILSSEE CIVIL PLANSFOR DRAINAGEDETAILSSEE CIVIL PLANSFOR DRAINAGEDETAILS22'-1112"6'-512"40'-512"20'-6"12'-1112"31'-312"25'-6"16'-112"25'60'-11"29'-5"32'-1012"25'-1"15'-212"30'-812"20'26'-512"X X X X X XX X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XX X X X X X X X X X X X XXXXXXXXXXXX X X X X(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)METAL PICKETFENCE TO REMAIN(E)ABOVE GROUNDPROPANE TANK TO BEREMOVEDMECH.EQUIP.MECH.EQUIP.MECH.EQUIP.MECHANICALEQUIPMENTFIREHYDRANTWMWVWV(E)GMNEW PERVIOUS AREA4,434 SFNEW PERVIOUS AREA(E)AC PAVEDDRIVEWAY TOREMAINXXXXXXXX GYM BELOW558.5'FF10' CEILINGROOF 570.0'GREEN ROOFDECK569.6'FS(568)(569 ) (570 )DN25'55'-11"24'-4"32'-2"25'-6"36'-5"28'-1"81'-012"54'-512"20'14'-612"24'-9 1/2"144' HOSE PULL273' ACCESSIBLE PATHFROM FIRE HYDRANT20'SLOPE12%(E)1" WATER METERFOR DOMESTIC ANDFIRE CONNECTIONWM(N)1" WATER METERFOR LANDSCAPECONNECTIONR20'22'R10'4SCALE3/32" = 1'-0"SITE PLANNORTH16. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALLOF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3).17. PROVIDE SAFEGUARDING FEATURES DURING CONSTRUCTION SUCH AS PROTECTION OF ADJOININGPROPERTY AS REQUIRED BELOW AND OTHER ITEMS SUCH AS SITE FENCING AND BARRIERS (3306.9), SANITATION(3305), ETC.18. PROVIDE PROTECTION OF ADJOINING PROPERTY WHEN EXCAVATION IS TO A GREATER DEPTH THAN THEWALLS OR FOUNDATION OF AN ADJACENT BUILDING OR STRUCTURE AND THE ADJACENT BUILDING ORSTRUCTURE IS LOCATED CLOSER TO THE PROPERTY LINE THAN THE DEPTH OF THE EXCAVATION. SUBMIT TO B7 S (PRIOR TO ISSUANCE OF PERMIT) EVIDENCE OF ADJOINING PROPERTY OWNER(S) WRITTEN NOTIFICATIONAND PROVIDE PLANS FOR TEMPORARY SHORING (3307).19. FINISH GRADE AROUND THE STRUCTURE/ ADDITION SHALL SLOPE AWAY FROM THE FOUNDATION A MINIMUMOF 5% FOR A MINIMUM DISTANCE OF 10 FEET, OR PER GEOTECHNICAL ENGINEER'S RECOMMENDATION20. ON GRADED SITES, THE TOP OF ANY EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THESTREET GUTTER AT POINT OF DISCHARGE AT THE INLET OF AN APPROVED DRAINAGE DEVICE A MINIMUM 12INCHES PLUS 2%.21. PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES, SEPARATE UTILITY EXCAVATION PERMIT TO BEOBTAINED FROM PW DEPARTMENT, ADMINISTRATIVE SERVICES, CITY HALL ROOM 113.22. CONNECTIONS TO THE SEWER OR STORM DRAINS REQUIRE A SEWER PERMIT FROM THE CIVIL ENGINEERINGAND ARCHITECTURE DIVISION, CITY HALL ROOM 113, PHONE 310.458.87211. NO WORK SHALL BE DONE WITHIN THE PUBLIC RIGHT- OF- WAY WITHOUT THE PRIOR APPROVAL AND PERMITFROM PUBLIC WORKS DEPARTMENT- ADMINISTRATIVE SERVICE, ROOM 113.2. OWNER IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE TO OFFSITE IMPROVEMENTS CAUSED BY CONSTRUCTION.CALL PUBLIC WORKS INSPECTOR FOR INSPECTION OF OFFSITE IMPROVEMENTS AT SUBSTANTIAL COMPLETION OFONSITE WORK AT (310)458-8737.3. NEW PROPOSED IMPROVEMENTS SHALL NOT OBSTRUCT DRAINAGE OR DRAIN INTO NEIGHBORING PRIVATEPROPERTIES.4. WATER SHALL BE DRAINED AWAY FROM THE FOUNDATION AND SHALL BE MITIGATED FROM PERMEATING INTOFOUNDATION WALL AND FOOTING OF THE NEW PROPOSED IMPROVEMENTS.5. NO CONSTRUCTION DEBRIS SHALL BE SPILLED OR STORED ONTO PUBLIC RIGHT- OF- WAY.6. NO RUNOFF OF SEDIMENT OR WASTES IS ALLOWED IN WATER LEAVING THE SITE.7. ALL SITE UTILITIES SHALL BE CONSTRUCTED UNDERGROUND TO THE NEAREST OFFSITE UTILITY POLE.CONSTRACTOR/ DEVELOPER HAS MADE ARRANGEMENTS WITH THE UTILITY COMPANIES TO PLACE ALL OVERHEADUTILITIES UNDERGROUND.8. THE CITY STRONGLY URGES THE APPLICANT TO INSPECT THE EXISTING SEWER CONNECTION. IF THECONNECTION IS DAMAGED OR OVER 30 YEARS OLD, THE CITY RECOMMENDS THAT THE APPLICANT SHOW ON THEPLANS THE CONSTRUCTION OF A NEW 6- INCH DIAMETER VCP SANITARY SEWER CONNECTION FROM PROPERTYLINE TO SANITARY SEWER MAIN IN ACCORDANCE WITH CITY OF SANTA MONICA STANDARDS. (SEWER PERMITREQUIRED).9. ALL LABOR, EQUIPMENT AND MATERIAL REQUIRED FOR OFF- SITE IMPROVEMENTS ARE THE RESPONSIBILITY OFTHE DEVELOPER.10. ALL OFFSITE WORK SHALL BE DONE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS/ DRAWINGS FORPUBLIC WORKS CONSTRUCTION, CURRENT EDITION AS AMENDED BY THE CITY OF SANTA MONICA AND CITY OFSANTA MONICA STANDARDS.14. PRIOR TO COMMENCING ANY UNDERGROUND UTILITY WORK, OBTAIN SEPARATE UTILITY EXCAVATION PERMITSAND STREET USE PERMITS FOR UTILITY EXCAVATION. CONTACT PW ADMINISTRATIVE SERVICES, ROOM 113.15. THE SITE MUST COMPLY WITH LOCAL AGENCY URBAN RUNOFF POLLUTION ORDINANCE FOR CONSTRUCTIONACTIVITIES AND TEMPORARY BMPS.AVERAGE FINISH GRADE:567.7'577.7'583.0'581.1'577.9'582.9'580.3'569.8'568.1'568.0'5,756.5/ 10AVERAGE FINISH GRADE IS 575.65'PROPERTY INFORMATION:ASSESSOR'S PARCEL NUMBER: 093-270-40ZONE: R-1-10LOT SIZE: 45,957.73 SQ. FT.FLOOR AREA:MAIN RESIDENCEEXISTING: 5,639 SQ. FT.PROPOSED: 8,304 SQ. FT.DETACHED GARAGE: 1,415 SQ. FT.DENSITY:EXISTING: SINGLE FAMILY RESIDENCEPROPOSED: SINGLE FAMILY RESIDENCECONSTRUCTION TYPE: TYPE V-BWOOD FRAMED CONSTRUCTIONOCCUPANCY TYPE: R-3/UHEIGHT:MAIN RESIDENCEEXISTING: 27'-4"PROPOSED: 27'-4"PARKING:EXISTING: 3 CARSPROPOSED: 4 CARSEXISTING IMPERVIOUS AREA: 24,388 SFPROPOSED IMPERVIOUS AREA: 17,697 SFIMPERVIOUS AREA IS REDUCED BY 6,691 SFEXISTING 3 STORY SINGLE FAMILY RESIDENCEEXISTING FLOOR AREA: 5,639 SFPROPOSED FLOOR AREA: 8,304 SFNEW DETACHED GARAGE (1,415 SF)W/ HOME GYM AT BOTTOM FLOOR(878 SF)1 STORYPOOL PAVILION529 SFSWIMMING POOL ANDSPAUNDER SEPARATEPERMITA4.014A4.014A4.012A4.022A4.022A4.012A4.0424A4.034A4.032A4.032A4.03A4.0244A4.044A4.042A4.044A4.0212A3.004A3.003A3.002A3.012A3.004A3.012A3.024A3.02KNOX DEVICES (KEYBOXES AND KEYSWITCHES) TO BEPROVIDED AT GATE(E)ELECTRIC VEHICULAR GATEADDRESS SIGNFIRE HYDRANTWATER VALVE(E)SEWER LATERAL TOREMAININSTANT HOTWATER HEATERELEC. SUB PANELINSTANT HOTWATER HEATERELEC. MAIN PANELINSTANT HOTWATER HEATERINSTANT HOTWATER HEATER(E)GAS METERTO REMAININSTANT HOTWATER HEATERELEC. SUB PANELKNOX DEVICES (KEYBOXES AND KEYSWITCHES) TO BEPROVIDED AT GATE(E)ELECTRIC VEHICULAR GATEFIRE HYDRANTWATER VALVE BACKFLOW PREVENTION DEVICE FOR DOMESTIC AND FIRE WATER LINEPIPING BETWEEN THE METER AND BFD NEEDS TO BE COPPERBACKFLOW PREVENTION DEVICE FORLANDSCAPE IRRIGATIONSEE IRRIGATION PLANS FOR DETAILS PIPING BETWEEN THE METER AND BFD NEEDS TO BE COPPERSITE PLAN A1.017417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 13A1.033SCALE3/32" = 1'-0"FIRE RESISTENCE DIAGRAMSWIMMING POOLAND SPA1. BASED ON CITY MAPS, THIS PROJECT IS LOCATED WITH IN VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ). IT SHALL COMPLY WITH REQUIREMENTSOF MATERIALS, SYSTEMS & CONSTRUCTION METHODS OF CHAPTER 7A AND CHAPTER 72. ADD THE FOLLOWING MATERIAL SPECIFICATIONS AND/OR NOTES/DETAILS TO PLANS:A.CLASS A ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES AND SHINGLES ARRE NOT PERMITTED. (7207.4, 1505)B.VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET GAGE) CORRISON0 RESISTANT METAL INSTALLEDOVER A MINIMUM 36-INCH-WIDE (914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THEVALLEY (705A.3)C.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (705A.4)D.(ROOF)(ATTIC)(EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALLBE PROTECTED BY CORROSION- RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 14 " INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BEINSTALLED IN EAVES AND CORNICES (706A.1, 706.2, 706.3, 7207.3)E.EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR SHALL BE PROTECTED BY IGNITION- RESISTANT MATERIALS ORNONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE (707A.5.5) EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR IGNITION-RESISTANT MATERIAL, HEAVY TIMBER, OR LOG WALL CONSTRUCTION OR SHALLPROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN ACCORDANCE WITH STANDARD SFM 12-7A-1 (707A.3.1)G.EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO THE ROOF AND TERMINATE AT 2-INCH (50.8MM) NOMINAL SOLIDWOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE (704A.3.1)H.EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH AMINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTEDACCORDING TO NFPA 257, OR CONFORM TO THE PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 (708A.2.1)I. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE REQUIREMENTS OF STANDARD SFM 12-7A-1 OR SHALL BE APPROVEDNONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND RAILS NOT LESS THAN 1 38 INCHES THICK WITH INTERIOR FIELD PANELTHICKNESS NO LESS THAN 13 INCHES THICK, OR SHALL HAVE A FIRE-RESISTANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TOASNFPA 252 (EXCEPTION: NONCOMBUSTIBLE OR EXTERIOR FIRE RESISTANT TREATED WOOD VEHICLE ACCESS DOORS) (708A.3)J. DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OF DECKS, PORCHES AND BALCONIES WHERE ANY PORTION OF SUCH SURFACES ISWITHIN 10 FEET (3048 MM) OF THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER, NON-COMBUSTIBLE OR OTHER APPROVEDMATERIALS PER SECT 709A.3K. THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES AND FLOOR PROJECTIONS SHALL MAINTAIN THE IGNITION-RESISTANTINTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TO THE GRADE (707A.8)L. BUILDINGS SHALL HAVE ALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TOP THE GRADE WITH CONSTRUCTION AS REQUIRED FOR EXTERIORWALLS (707A.8, 7207.1)M. ALL UTILITIES, PIPES, FURNANCES, WATER HEATERS OR OTHER MECHANICAL DEVICES LOCATED IN AN EXPOSED UNDER-FLOOR AREA OF ARESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FIR 1- HOUR FIRE RESISTIVE CONSTRUCTION. (7207.2)N. THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE CONSTRUCTED TO PREVENT INTRUSION OF FLAMES AND EMBERS ANDBE FIRE STOPPED PER 705A.2O. NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTUREP. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER OR NON-COMBUSTIBLE MATERIALS.MINIMUM OF 4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS (INFORMATION BULLETIN NO. P/BC 2017-023).CBC CH 7A MATERIALS AND CONSTRUCTION METHODS FOR EXTERIORWILDFIRE EXPOSURE NOTESEXISTING 3 STORY STRUCTUREFIRE SPRINKLER: NFPA 13DALL EXTERIOR WALLS TO BE 1 HOUR FIRE RATED ASSEMBLY (EXT. STUCCO WALLWITH TYPE X RATED GYP. BOARD INSIDE)COMPLY WITH FIRE BLOCKING DETAILS FROM WALL TO DECK AND TO ROOFDECK COATING TO BE POLYDECK 400 OR EQ. CLASS A FIRE RATEDDECK COATING OVER 34" PLYWOOD SHEATHING. DECK SURFACE TO BE STONE OROTHER NON COMBUSTIBLE MATERIALEXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGSWITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH A MINIMUMOF ONE TEMPERED PANEROOF COVERING TO BE CLASS A PVC ROOFING14SCALENTSSCALE66"=1'-0"CEMNET PLASTER WALLTYPE X GYPSUM BOARDOFCEMENT PLASTERMETAL LATH2 LAYERSBUILDING PAPERPLYWOODSHEATHINGFRAMINGBATTINSULATIONSCALE123"= 1'-0"ROOF PARAPETSLOPEBITUTHENECANT STRIPCLASS "A" FIRERETARDANT ROOFCOVERINGFELT UNDERLAYMENTSHEET METAL CAP-PAINT TO MATCHCEMENT PLASTERCOLORROOFINGMEMBRANECONTINUOUS SEALANTCEMENT PLASTER-TYPICALMETAL LATH-TYPICALTWO LAYERSBUILDING PAPER-TYPICALWOOD FRAMING-TYPICALSLOPE6"TEKTRIM PARAPET CAPFLEXIBLE FLASHINGSCALE43"=1'-0"1 HOUR RATED OVERHANGCLASS A PVC ROOFING-FIBERTITE ROOFINGESR-1456ROOF FRAMING -SEE STRUCTURALCEMNET PLASTERPLYWOODSHEATHINGFIRE BLOCKING6A1.036A1.036A1.036A1.036A1.036A1.034A1.034A1.036A1.036A1.036A1.036A1.03CONCRETEDECKCONCRETEDECKL = 1 1 4 . 9 2' R = 4 2 . 5 0 ' Δ = 1 5 4 ° 5 5'37" L =2 6 .3 0 'R =5 0 .0 0 'Δ =3 0 °0 7 '5 8 "(555)(555)( 5 6 0 )(560)(565)(565)(565)(570)(570 ) (57 5 ) (575 )(580)(580 )(585)(585)(590)( 5 9 0 )(595)(5 9 5 )(600)(551)(552)(553)(553)(554)(554)(554)(556)(556)556(557)(557)(558)(5 5 8 )(558)(559)(559)(561)(561 )(561)(562)(562)(562)(563)(563)(563)(564)(564)(564)(566)(566)(566)(566)(567)(567 )(567)(568)(568)(569)(569 )(571)(571)( 5 7 2 )(572)(573 ) (5 7 3 ) (5 7 4 ) (574 )(576)(576 )(577)(577 ) (578 ) (578) (579 ) (579)(579)(579)(581 )(581)(582)(582)(583)(583)(584)(584)(586)( 5 8 7 )(587)( 5 8 8 )(588)( 5 8 9 )(589)(591)(5 9 1 )(592)(5 9 2 )(593)(5 9 3 )(594)(59 4 ) (5 9 6 ) (5 9 7 ) (5 9 8 ) (599 )559.73DNSWIMMING POOL47'-2" X 17'-8"SPA12'-10" X 6'-6"BENCH / SHELFBENCH / SHELF"BAJA SHELF"27'-8" X 6'-8"WATERFALLTROUGHSWIMMING POOL TROUGH FOR INFINITY EDGE BELOWUPDN2% SLOPE2% SLOPE2% SLOPE20'5'5'5'5'20'20'5'45'-712"22'-1112"121'-1"(569.8')568.17'FS(577.9')(582.9')(580.3')(583.0')(581.1')5'5'5'5'12'-1012"19'-412"11'-212"567.59'FS577.85' FSX X X X XX X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X XX X X X X X X X X X X X XXXXXXXXXXX X X XMECH.EQUIP.MECH.EQUIP.MECH.EQUIP.MECHANICALEQUIPMENTXXXXXXX GYM BELOW558.5'FF10' CEILINGROOF 570.0'GREEN ROOFDECK569.6'FS(568)(569 ) (570 )DN2 STORY STRUCTURENEW DETACHED GARAGE (1,415 SF)W/ HOME GYM AT BOTTOM FLOOR (878 SF)FIRE SPRINKLER: NFPA 13DALL EXTERIOR WALLS TO BE 1 HOUR FIRE RATED ASSEMBLY (EXT. STUCCO WALLWITH TYPE X RATED GYP. BOARD INSIDE)COMPLY WITH FIRE BLOCKING DETAILS FROM WALL TO DECK AND TO ROOFDECK COATING TO BE POLYDECK 400 OR EQ. CLASS A FIRE RATEDDECK COATING OVER 34" PLYWOOD SHEATHINGEXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED OPENINGSWITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH A MINIMUMOF ONE TEMPERED PANEROOF COVERING TO BE CLASS A PVC ROOFING13A1.034A1.034A1.0312A1.0312A1.034A1.034A1.034A1.034A1.034A1.03SCALE136"=1'-0"WOOD SIDING WALLTYPE X GYPSUM BOARDACCOYA ENGINEEREDWOOD SIDINGDENSGLASS 58" SHEATHING2 LAYERSBUILDING PAPERPLYWOODSHEATHING2X 6 FRAMINGBATTINSULATION6A1.036A1.031 STORY STRUCTUREPOOL PAVILION (529 SF)FIRE SPRINKLER: NFPA 13DALL EXTERIOR WALLS TO BE 1 HOUR FIRE RATEDASSEMBLY (EXT. STUCCO WALL WITH TYPE XRATED GYP. BOARD INSIDE)COMPLY WITH FIRE BLOCKING DETAILS FROM WALLTO DECK AND TO ROOFEXTERIOR WINDOWS, WINDOW WALLS, GLAZEDOORS, AND GLAZED OPENINGS WITHIN EXTERIORDOORS SHALL BE INSULATING-GLASS UNITS WITH AMINIMUM OF ONE TEMPERED PANEROOF COVERING TO BE CLASS A PVC ROOFINGMATERIALS AND CONSTRUCTION METHODS FOR EXTERIOR WILDFIRE EXPOSUREA1.037417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 4SCALE3/16" = 1'-0"FUEL MODIFICATION EXHIBITVIEW1VIEW2VIEW3VIEW4VIEW5VIEW5VIEW4VIEW1VIEW2VIEW3ZONE "B"ZONE "B"ZONE "A"ZONE "A"ZONE "A"ZONE "A"ZONE "A"ZONE "A"ZONE "A"ZONE "A"ZONE "A"CONCEPTUAL FUEL MODIFICATION EXHIBIT A1.047417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021AUGUST 6 2021 NOTESLEGEND4SCALEN/ABASEMENT FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A EXISTING ADDITION NEW TOTALBASEMENT FLOOR AREA :1,860 sq. ft. 10 sq. ft.1,870 sq.ft.(includes garage)SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUT1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)SSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSDW UPELEVATORCAB: 4'-8" X 3'-10"ENTRY001STAIR002THEATER003BAR004A.V. EQPT.ROOM005LAUNDRY006POWDERROOM007GUESTBATH009GUESTBEDROOM008OPEN TO ABOVEUPWARDROBEDNWATER BASINMECHANICALDN001.1001.A003.3003.1003.2005.1006.1007.1009.2009.1008.12A3.00NORTH008.2A6.0114A6.016A6.01215A6.0111A6.01316,1284A6.01760'-4"20'-7"13'-9"12'-4 1/2"13'-6 1/2"37'-3 1/2"7'-6 1/2"11'-7 1/2"13'-1"13'-9"20'-7"37'-3 1/2" 11'-7 1/2"3'-10 1/2"14'-3"7'-6 1/2"7'-7 1/2"6'-3"11'-8 1/2"6'-7"11'-0 1/2"3'-10 1/2"3'-11 1/2"4'-1 1/2"2'4'-9"1'-3"1'-3"2'4'-4 1/2"2'-5"3'-10 1/2"2'-3"3'-5"5'-0 1/2" 5'2'CDFHICDHI45793660'-4"A4.014A4.012A4.012A4.012A4.022A4.0246'-3"5'-9 1/2"10'-4"2'-10"12'6'-3"5'-1 1/2"3'-7"1'-4"5'-3"1'-7"2'-4 1/2"1'-6"1'-7"4'-8"2'-2 1/2"3'-10 1/2"10'-4 1/2"11 1/2" 7'-6 1/2"1'-2 1/2"16'-7 1/2"1'-6"1'-4 1/2"11 1/2"2'-2 1/2"3'-4"3'-4"GAS BIBGHBHOSE BIB001.2HBSS2'WRAP POST IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISHSTAIRS - SEE FIRST FLOOR PLAN:18 RAISERS @ 7" TALL,15 TREADS @ 12" DEEP, ANDTWO 3'-8"x3'-10 1/2" LANDINGS3'-8"STAIRS - SEE FIRST FLOOR PLAN:19 RAISERS @ 6" TALL,18 TREADS @ 12" DEEP000.21'2' 3'-0 1/2"5'-8 1/2"12A3.004A3.00SINKFAUCETSHELVES ABOVECABINETRYSINKFAUCETCABINETRY COUNTERTOP UPPER CABINETRY FULL HEIGHT CABINETRY COUNTERTOP UPPER CABINETRY SINKFAUCETCOUNTER-TOPCABINETRYSINKFAUCETCOUNTER-TOPCABINETRY2'FULL HEIGHTCABINETRYCOUNTERTOPINFINITY EDGE POOL TROUGH12'-10"17'2'-6"BAR APPLIANCES ANDFIXTURES ONLYREFICE457936BASEMENT FLOOR PLAN A2.007417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 NOTESLEGEND4SCALEN/AFIRST FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)KITCHEN101DININGROOM102LIVINGROOM104ELEVATORCAB: 4'-8" X 3'-10"GUESTBEDROOM106BATH108GUESTBEDROOM107OPEN TO BELOWBATH105DNAQUARIUM STAIR002UPDNPANTRYREFR.FRZR.BUTLER'S PANTRY TRASHDW.GAS FIREPLACEBATH110 BAR103REFICEGUESTBEDROOM/ OFFICE109POWDER111PORTE COCHEREFAMILYROOM100WATER BASINBELOWTV BYOWNER100.1100.2102.1104.2101.1101.A101.B101.C101.D002.A109.A109.B111.1105.2105.1106.1106.2107.2107.1108.1107.A108.2109.1110.1110.22A3.022A3.002A3.014A3.024A4.014A4.014A3.01101.2A6.0316834A6.0212,4243A6.043A6.046A6.0514,62157A6.0614A6.066A6.06215,7316A6.0684A6.07146215,7A6.07316A6.0415716A6.048104.190'-4"13'-7"16'-5 1/2"20'-7"13'-9"5'-5 1/2"20'-6"53'-0 1/2"10'-10"12'-5 1/2" 43'-8" 7'-6 1/2"14'-3"12'-5 1/2"90'-4"20'-6"5'-5 1/2"13'-9"20'-7"16'-5 1/2"13'-7"3'-4 1/2"2'-6"3'-2"4'-5"5'-10"2'-10"8' 3'-6"18'-10 1/2"1'-5 1/2"2'-5 1/2"2'-7"5'-2 1/2"18'-2"19'-2 1/2"16'-5 1/2"10'-9 1/2" 1'-6"4'-3 1/2" 6'-6" 4'-6"7'-11 1/2"2'-10"1'-3"17'-8"6'-8 1/2"4'-6"12'-0 1/2"3'-6"5'-2 1/2"6 1/2"6'-5 1/2"19'-1"9'-0 1/2"1457936BCDFHJBCDFHJ14579362A4.012A4.012A4.022A4.021'-5 1/2"4'-3"1'-5 1/2" 3'-5" 11'-7 1/2"3'-10 1/2" 8'-1 1/2"4'-8 1/2"1'-5 1/2"5'-2" 6"4'-7 1/2" 11"5'-4 1/2"2'5'-7"5'-1 1/2"3'-10 1/2"2'12'-3" 1'-6"12'-9 1/2"11'-4"5'-6 1/2" 5'-8"4'-1 1/2"6'-11 1/2"3'-7 1/2"1'6'-1"3'-3 1/2"4'-7 1/2"11'-10 1/2"7'-1 1/2"6'-5 1/2"14'-3"17'-8"7'-5"2'1'-11 1/2"2'-0 1/2"1'-7 1/2"7'-10 1/2"11'-5 1/2"4'-5 1/2"7'-0 1/2"7 1/2"6'-3 1/2"14'-3 1/2"3'-10 1/2"6'3'-10 1/2"5'-5 1/2"2'-7"EXISTING ADDITION NEW TOTALFIRST FLOOR AREA :1,887 sq. ft.1,341 sq. ft.3,228 sq.ft.SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIB100.3HBHBHBHBSS105.ASSS4" CAST IRONINTERNALDOWNSPOUTDOWNSPOUT100.ASTAIRS TO BASEMENT:18 RAISERS @ 7" TALL,15 TREADS @ 12" DEEP, ANDTWO 3'-8"x3'-10 1/2" LANDINGSSTAIRS TO SECOND FLOOR:21 RAISERS @ 6 1/2" TALL,18 TREADS @ 12" DEEP, ANDTWO 4'-0"x3'-10 1/2" LANDINGS1'-2" 4' 3'-8"WRAP POST IN BAKE METAL:MATCH ADJACENT DOORFRAME FINISHWRAP POST IN BAKE METAL:MATCH ADJACENT DOORFRAME FINISHWRAP POST IN BAKE METAL:MATCH ADJACENT DOORFRAME FINISH1'1'2'2' 1'2'1'-6"1'-6"WRAP IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISHBALCONY:ELASTOMERICDECK COATINGSTAIRS:19 RAISERS @ 6" TALL,18 TREADS @ 12" DEEPPARAPET, TYPICAL:ELEVATION = 577.93'PORTE COCHEREMECHANICAL BELOW42" TALL GLASS GUARDRAIL, TYPICAL42" TALL GLASSGUARDRAIL, TYPICALCABINETRYCOUNTERTOPFAUCETSINKFAUCETSINKCABINETRYCOUNTER-TOP SINK FAUCET CABINETRYCOUNTER-TOPSINKFAUCET COUNTER-TOPCABINETRYCOUNTERTOPCOUNTERTOPCABINETRYSHELVES ABOVE SINK FAUCET COUNTERTOP COUNTERTOP CABINETRYCOUNTERTOP CABINETRY KNEE SPACE BELOW FAUCETSINKSINKFAUCETCOUNTERTOP CABINETRY UPPER CABINETRY COUNTERTOPCABINETRYUPPER CABINETRYCOUNTERTOPCABINETRYUPPER CABINETRYFULL HEIGHT CABINETRY SHELVESSHELVESCLOTHES RODCLOSETCLOTHES RODCLOSETCLOTHES RODCLOSETNORTH6'-6"SEE THROUGH DIRECT VENTFIREPLACEMONTIGO D6315STANSI Z21.88-2016/CSA2.33-2016BAR APPLIANCES ANDFIXTURES ONLY25'-1"2' 22'-7 1/2"14'-3"4'-2"1'-10 1/2"FIRST FLOOR PLAN A2.017417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 NOTESLEGEND4SCALEN/ASECOND FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)ELEVATORCAB: 4'-8" X 3'-10"MASTERBEDROOM200KID'SBEDROOM205KID'SBEDROOM208OPEN TO BELOWSTAIR002DNMASTERBATH203MASTERCLOSET201MASTERCLOSET202PLAYROOMDEN211KID'SBATH206KID'SBATH210MASTERLOUNGE204KID'SCLOSET207KID'SCLOSET209REFMICRO.LINENSAFEGASFIREPLACE TV IN CEILING:FLIP DOWNMECHANISMSLOPE SLOPE SLOPESLOPE SLOPE 2A3.022A3.002A3.014A3.024A3.01002.B201.1202.1203.1203.2203.A203.3203.4200.1204.1205.B205.A205.2205.1206.1206.2207.1209.1208.1210.2210.1208.A210.A208.2211.1204.AA6.08152,73A6.0816A6.0910,1615,82,127,4A6.1010,1615,82,127,4A6.1110213A6.111284A6.1116A6.12146A6.1221517,3A6.12124A6.13141062A6.13151173A6.1316A6.1414,61527A6.143A6.141684245710986ACDGHIACDGHI24571098690'-5"23'-6 1/2"20'-7"13'-9"5'-5 1/2"7'-0 1/2"13'-5 1/2"6'-7"52'-9" 7'-6 1/2"12'-10"5'-3"11'-7 1/2"15'-5 1/2" 52'-9"15'-5 1/2"11'-7 1/2"5'-3"12'-10"7'-6 1/2"90'-5"6'-7"13'-5 1/2"7'-0 1/2"5'-5 1/2"13'-9"20'-7"23'-6 1/2"7'-9"4A4.014A4.012A4.012A4.012A4.022A4.0213'-9 1/2"2'2'-10"17'-4"1'-7"5'-4"2'12'-4"2'-7"1'-7"2'-10 1/2"9'-9"3'-8 1/2"6'-7"2'-1"5'-0 1/2"6'-7 1/2"6'-3"6'-5 1/2"6'-0 1/2"9'-10 1/2"3'-10 1/2"13'-10"5'-2"1'-7"2'-0 1/2"3'-1 1/2"17'-11"6'-9"5'-11 1/2"2'-1 1/2"4'-9 1/2"6'-10"3'-3"6'-1"1'-5 1/2" 11'-7 1/2"5'-3"2'2'-5 1/2"9'-4"3'-9 1/2"8'-4"6'EXISTING ADDITION NEW TOTALSECOND FLOOR AREA :1,892 sq. ft.1,314 sq. ft.3,206 sq.ft.SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIB211.2HBHBHBSSSSS201.A202.A4" CAST IRONINTERNALDOWNSPOUTDOWNSPOUTBALCONY:ELASTOMERICDECK COATINGBALCONY:ELASTOMERICDECK COATINGWRAP IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISHSTAIRS:21 RAISERS @ 6 1/2" TALL,18 TREADS @ 12" DEEP, ANDTWO 4'-0"x3'-10 1/2" LANDINGSSTAIRS:4 RAISERS @ 6 1/2" TALL3 TREADS @ 12" DEEP42" TALL GLASSGUARDRAIL, TYPICAL42" TALL GLASSGUARDRAIL, TYPICALBALCONY:ELASTOMERICDECK COATING42" TALL GLASSGUARDRAIL,TYPICAL42" TALL GLASSGUARDRAIL,TYPICAL2'1'1'2'1'2'3'-2"5'-0 1/2"1'-9"3' 2'-10 1/2"3'-3"5'-0 1/2"3'-3"1'-8"1'-6"2'1'1'2'TOP OF FIRST FLOORBEDROOM ROOF: CLASS "A" PVCROOFING MATERIALTOP OF FIRST FLOORBEDROOM ROOF:CLASS "A" PVCROOFING MATERIAL3'-9 1/2"1'-3"1'-3"2'2'5'-8 1/2"1'-9"1'-3"3'-3"4"1'2'2'2'7'EQEQ FAUCETSINKFAUCETSINKCABINETRYCOUNTERTOPSHOWER BENCHUPPERCABIN-ETRYCABINETRYSHELVESCLOTHES RODCLOSETCLOTHES RODCLOSET CLOTHES RODCLOSETCLOTHES ROD CLOSETCABINETRYCOUNTERTOPCABINETRYCOUNTERTOP CABINETRYCOUNTERTOPCABINETRYSHELVESBATH TUBFULL HEIGHTCABINETRYCOUNTERTOPCABINETRYCOUNTERTOP CABINETRY FULL HEIGHT CABINETRY UPPER CABINETRY COUNTERTOP CABINETRY FAUCETSINKCABINETRY COUNTER- TOP FAUCET SINK COUNTER- TOP CABINETRYCLOTHES RODCLOSETCLOTHES RODCLOSETCOUNTERTOPCABINETRYCOUNTERTOP CABINETRY UPPER CABINETRY COUNTERTOP CABINETRY NORTH13'-2 1/2"13'-10"12'-5 1/2"DIRECT VENT FIREPLACEMONTIGO D6315STANSIZ21.88-2016/CSA2.33-2016SECOND FLOOR PLAN A2.027417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 SPECIFICATIONSLEGEND4SCALEN/AROOF PLAN8SCALE1/4" = 1'-0"3SCALEN/ASLOPESLOPE SKYLIGHTSLOPESLOPE EXISTING RIDGE TO REMAINEXISTING SLOPE SLOPESLOPESLOPEEXISTING SLOPE SLOPESLOPESLOPESLOPEEXISTING RIDGE TO REMAINEXISTING SLOPE EXISTING SLOPE SLOPESLOPESLOPE SLOPE CLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALCLASS "A' PVCROOFING MATERIALMECHANICALEQUIPMENTMECHANICALEQUIPMENT2A3.022A3.002A3.014A3.024A3.01206.A2710ACIACI27101196'-11"27'-0 1/2"63'-4 1/2"6'-6"52'-9"37'-3 1/2"15'-5 1/2"96'-11"27'-0 1/2"6'-6"52'-9" 15'-5 1/2"1'4A4.014A4.012A4.012A4.012A4.022A4.021. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIORTO PROCEEDING WITH CONSTRUCTION.4. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THECALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEENCONDITIONED AND UNCONDITIONED SPACE SHALL BE FULL WEATHER-STRIPPED.5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, ANDALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.6. PROVIDE RAIN GUTTERS THAT DEPOSIT WATER INTO A BURIED DRAIN SYSTEM THAT COLLECTS ANDTRANSFERS WATER TO STREET.7. ALL ROOFS 1/4" PER FOOT MINIMUM SLOPE AT VALLEYS, TYPICAL8. CRICKETS TO BE A MINIMUM OF 4" FROM SCUPPER OPENINGS9. INSULATE ALL ROOF DRAIN PIPES PASSING THROUGH WALLS10. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6.SCUPPER-HEAD WITHOVERFLOWPARAPET, TYPICALPARAPET, TYPICALPARAPET, TYPICALSOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIBNOTES1SCALEN/AOPEN TOBELOW10'-3"12'-7"14'-5 1/2"19'-8 1/2"36'-10"63'-4 1/2"23'-11 1/2"13'-4"ROOF DRAINWITH OVERFLOWROOF DRAINWITH OVERFLOWNORTHCBC CH7A:VENTS SHALL BE LISTED TO ASTM E2886 AND COMPLY WITH ALL OF THEFOLLOWING:THERE SHALL BE NO FLAMING IGNITION OF THE COTTON MATERIAL DURING THEEMBER INTRUSION TEST.THERE SHALL BE NO FLAMING IGNITION DURING THE INTEGRITY TEST PORTION OFTHE FLAME INTRUSION TEST.THE MAXIMUM TEMPERATURE OF THE UNEXPOSED SIDE OF THE VENT SHALL NOTEXCEED 662°F (350°C).VENTS SHALL COMPLY WITH ALL OF THE FOLLOWING:THE DIMENSIONS OF THE OPENINGS THEREIN SHALL BE A MINIMUM OF 1/16-INCH(1.6 MM) AND SHALL NOT EXCEED 1/8-INCH (3.2 MM).THE MATERIALS USED SHALL BE NONCOMBUSTIBLE.EXCEPTION: VENTS LOCATED UNDER THE ROOF COVERING, ALONG THE RIDGE OFROOFS, WITH THE EXPOSED SURFACE OF THE VENT COVERED BYNONCOMBUSTIBLE WIRE MESH, MAY BE OF COMBUSTIBLE MATERIALS.THE MATERIALS USED SHALL BE CORROSION RESISTANT.VENTS SHALL NOT BE INSTALLED ON THE UNDERSIDE OF EAVES AND CORNICES.ESR-1456ESR-1456ESR-1456ESR-1456ESR-1456ESR-1456ESR-1456ROOF PLAN A2.037417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 2A4.034A4.034A4.032A4.03NOTESLEGEND4SCALEN/AGARAGE BASEMENT FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)GYM FLOOR AREA :878 SQ.FT.SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIBNORTHUPGYMBATH011SAUNAMECH.EQUIP.REFGYM012VESTIBULE010HVACPLATFORM-1' 8'-6 1/2"24'-4" 56'-6"25'-6"6'-10 1/2"1'-1"32'-2" 8'-6 1/2"6'-5"25'-6"12'-11"6'-7"6'GARAGE ABOVE 10A3.0312A3.032A3.034A3.03012.1012.2010.1011.2011.3011.4SSDS11131416121113141612KMOPNKMOPN6'-2 1/2"9'-9" 6'-2 1/2"17'-5"FOUNDATIONWALL, TYPICALA6.151421511A6.02106A6.15161284A6.157A6.1610211A6.16124011.1BAR APPLIANCES ANDFIXTURES ONLYGARAGE BASEMENT FLOOR PLAN A2.043785 Boise Avenue Los Angeles, CA 90066 SAKURA RESIDENCEMARCH 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.MARCH 22, 2021APRIL 15, 2021JUNE 16, 2021 NOTESLEGEND4SCALEN/AGARAGE FIRST FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIBNORTHGARAGE112DNSLOPESLOPESLOPEGARAGE FLOOR AREA :1,415 SQ.FT.GREEN ROOFCLASS AROOFINGESR-14566'56'-5 1/2"20'1'20'9'-5 1/2"1'-5"3'-9"5 1/2"23'-4"6'30'-11 1/2"19'-6"6'1' 32'-2"24'-4" 56'-6 1/2" 1'5 1/2"25'-6"10A3.0312A3.032A3.034A3.03A4.034A4.032A4.034A4.032112.1112.A112.B112.C112.224'-9 1/2"11131416121113141612KMOPNKMOPNA4.0310A4.0310A4.0312A4.0312A6.162123A6.164GARAGE FIRST FLOOR PLAN A2.057417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 LEGEND4SCALEN/AGARAGE ROOF PLAN8SCALE1/4" = 1'-0"3SCALEN/ASOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIB1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIORTO PROCEEDING WITH CONSTRUCTION.4. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THECALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEENCONDITIONED AND UNCONDITIONED SPACE SHALL BE FULL WEATHER-STRIPPED.5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, ANDALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.6. PROVIDE RAIN GUTTERS THAT DEPOSIT WATER INTO A BURIED DRAIN SYSTEM THAT COLLECTS ANDTRANSFERS WATER TO STREET.7. ALL ROOFS 1/4" PER FOOT MINIMUM SLOPE AT VALLEYS, TYPICAL8. CRICKETS TO BE A MINIMUM OF 4" FROM SCUPPER OPENINGS9. INSULATE ALL ROOF DRAIN PIPES PASSING THROUGH WALLS10. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6.SPECIFICATIONSNOTES1SCALEN/ANORTHSLOPESLOPESLOPESLOPE11KMKM10A3.0312A3.032A3.034A3.034A4.032A4.034A4.032A4.03INTEGRAL ROOFGUTTERROOFOVERHANGEXTERIOR WALLLINE BELOWCLASS "A"ROOFING MATERIALESR-14562'GARAGE ROOF PLAN A2.067417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 NOTESLEGEND4SCALEN/APOOL HOUSE FIRST FLOOR PLAN8SCALE1/4" = 1'-0"3SCALEN/A1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.). UNLESS OTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORSEEN CONDITIONS TO BE REVIEWED BY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL DOOR AND WINDOW DIMENSIONED TO CENTERLINE OF CLEAR OPENING.5. ALL CASEWORK DIMENSIONS TO FACE OF FINISH.6. PROVIDE 1- HOUR RATED CONSTRUCTION FOR WALLS LESS THAN 5FT FROM PROPERTY LINE. NO OPENINGS ARE PERMITTED LESS THAN 3 FT FROM PROPERTY LINES AND NO MORE THAN 25%OPENINGS IS PERMITTED BETWEEN 3 FT TO 5 FT FROM PROPERTY LINES [704.8]7. MAINTAIN FIRE- RESISTIVE RATING OF EXTERIOR WALL THROUGH ATTIC OR OTHER CONCEALED SPACES. [709.3.1]8. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS. (R314.2)9. MAINTAIN MINIMUM ACCESS AND PARKING HEADROOM CLEARANCE OF NOT LESS THAN 7' [406.2.2] TO ANY CEILING, BEAM, PIPE OR SIMILAR CONSTRUCTION. [1109A.8.1, 1130B]10. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL NOT EXTEND MORE THAN 12 INCHES INTO THE AREA WHERE OPENINGS ARE PROHIBITED (<3') NOR BEYOND A POINT ONE- THIRD THE DISTANCE TO THE LOT LINEFROM AN ASSUMED VERTICAL PLANE LOCATED WHERE PROTECTED OPENINGS ARE REQUIRED (3' FOR SPRINKLERED BUILDINGS, 5' FOR NON- SPRINKLERED). [704.2]11. OPENING FOR SCUPPERS, MECHANICAL EQUIPMENT VENTS AND SIMILAR OPENINGS SHALL BE PROTECTED PER SECTION 716 WHERE OPENINGS ARE REQUIRED TO BE PROTECTED. [704.14]12. PROVIDE 1- HOUR OCCUPANCY SEPARATION BETWEEN DWELLING AND ATTACHED GARAGE. GARAGE SHALL NOT HAVE ANY OPENINGS INTO A ROOM USED FOR SLEEPING PURPOSES [406.1.4].13. PROVIDE GUARDS AT FLOOR AND ROOF OPENINGS, LANDINGS, BALCONIES, AND AT OPEN SIDES OF STAIRS, WHICH ARE MORE THAN 30" ABOVE GRADE, OR FLOOR BELOW. GUARDRAIL SHALL NOT BE LESS THAN 36" INHEIGHT [1013].14. EACH NEW APPLIANCE PROVIDED AND INSTALLED SHALL MEET ENERGY STAR IF AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE. (9.210.1)15. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR ROOMS SHALL BE PROVIDED NATURAL VENTILATION OR WITH MECHANICAL VENTILATION CAPABLE OF 50 CFM EXHAUSTED DIRECTLY TO THE OUTSIDE (R303.3)16. PROVIDE 15" MINIMUM BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL. [CALIF. PLUMB. CODE 407.6] PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET. [CALIF. PLUMB. CODE 407.6]17. PROVIDE EMERGENCY EGRESS FROM SLEEPING ROOMS. MINIMUM - 24" CLEAR HEIGHT, 20" CLEAR WIDTH, 5.7' SQ. FT., MINIMUM AREA (5.0 SQ. FT. AT GRADE LEVEL) & 44" MAXIMUM AND 42" MINIMUM TO SILL. (R310.2.1)18. THE GARAGE SHALL BE SEPARATED FROM THE DWELLING AND ITS ATTIC AREA IN ACCORDANCE WITH TABLE R302.6 (R302.6). PROVIDE 58" TYPE X GYPSUM WALLBOARD.19. PROJECTIONS BEYOND THE EXTERIOR WALL SHALL COMPLY WITH TABLE R302.1 AND SHALL NOT EXTEND:A. TO A POINT CLOSER THAN 2 FEET FROM INTERIOR LOT LINEB. MORE THAN 4 INCHES AT THE ROOF EAVE FOR DETACHED GARAGES ACCESSORY TO A DWELLING WHEN LOCATED WITHIN 2 FEET OF A LOT LINEC. OVER THE LOT LINE FOR ACCESSORY STRUCTURES THAT ARE EXEMPT FROM PERMITS.20. PROVIDE AUTOMATIC EARTHQUAKE SHUTOFF VALVE.21. AN APPROVED SMOKE ALARM SHALL BE INSTALLED IN EACH SLEEPING ROOM& HALLWAY OR AREA GIVING ACCESS TO A SLEEPING ROOM, AND ON EACH STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONESTORY. SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALLRECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACK-UP AND LOW BATTERY SIGNAL. (R314)22. SHOW THE FOLLOWING STAIRWAY DETAILS ON PLANS:A. 7.75" MAXIMUM RISE & MINIMUM 10" RUN. (R311.7.5)B. MINIMUM 6'-8" HEADROOM CLEARANCE. (R311.7.2)C. MINIMUM 36" CLEAR WIDTH (R311.7.1)D. HANDRAILS 34" TO 38" HIGH ABOVE TREAD NOSING (R311.7.8.1)E. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1.25" AND NO MORE THAN 2" CROSS-SECTIONAL DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS (R311.7.7.3)F. MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS. (R312.1.3)23. THE FIRST 5 FEET OF HOT AND COLD WATER PIPES FROM THE STORAGE TANK FOR NON- RECIRCULATING SYSTEMS SHALL BE THERMALLY INSULATED WITH A MINIMUM OF 1" (.75") THICK INSULATION FOR HOT (COLD)WATER PIPES WITH A DIAMETER LESS THAN OR EQUAL TO 2 INCHES OR 1.5 " (1") FOR HOT (COLD) WATER PIPES WITH A DIAMETER GREATER THAN 2". [150 (j)(2) CEnC] 24. PLACE THE WATER HEATER WHICH IS IN THE GARAGE ON TOP OF A PLATFORM WHICH PLACES THE SOURCE OF IGNITION AT LEAST 18" ABOVE THE FLOOR LEVEL. APPLIANCES SUCH AS WATER HEATER, INSTALLED INTHE GARAGE WHERE THEY MAY BE SUBJECT TO MECHANICAL DAMAGE, SHALL BE ELEVATED OR INSTALLED BEHIND PROTECTIVE BARRIERS. [508.14 CPC]25. PROVIDE COMBUSTION AIR FOR THE WATER HEATER [507 CPC]26. PROVIDE ULTRA LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.27. SHOWERS AND SHOWER- TUB SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE, THERMOSTATIC, OR COMBINATION PRESSURE BALANCE/ THERMOSTATIC MIXING VALVE TYPETHAT PROVIDE SCALD AND THERMAL SHOCK PROTECTION. [418 CPC]28. CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK- DRAFT DAMPER.29. A MINIMUM OPENING OF 100 SQ. IN. SHALL BE PROVIDED IN THE DOOR OF CLOTHES DRYER CLOSET. [504.3.2 CMC]30. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEEN CONDITIONEDAND UNCONDITIONED SPACE SHALL BE FULL WEATHER STRIPPED.31. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARY BARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING AS REQUIRED BY ALL CITY AND STATE REGULATIONS.32. CONTRACTOR SHALL PROVIDE ADEQUATE WEATHER PROTECTION FOR THE BUILDING AND ITS CONTENTS DURING THE COURSE OF WORK.33. CONTRACTOR TO PROVIDE TEMPORARY POWER POLE AND METER FOR THE DURATION OF THE WORK. CONTRACTOR TO MAINTAIN TEMPORARY LIGHT AS REQUIRED FOR THE DURATION OF THE WORK. CONTRACTORSHALL PROVIDE TEMPORARY SANITARY FACILITIES AS TO LEAST IMPACT NEIGHBORS AND AS DIRECTED BY CITY REGULATIONS.34. AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVEATTACHED GARAGES. CARBON MONOXIDE ALARM SHALL BE PROVIDED OUTSIDE EACH SEPARATE DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S) AND ON EVERY LEVEL OF A DWELLINGUNIT INCLUDING BASEMENTS. (R315)35. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1)36. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)37. BALCONIES AND SIMILAR PROJECTIONS OF COMBUSTIBLE CONSTRUCTION SHALL BE FIRE- RESISTANCE RATED IN ACCORDANCE WITH TABLE 601 FLOOR CONSTRUCTION OR SHALL BE HEAVY TIMBER. THEAGGREGATE LENGTH SHALL NOT EXCEED 50% OF THE BUILDING PERIMETER ON EACH FLOOR. IN TYPE III AND V BUILDINGS, THE CONSTRUCTION IS PERMITTED TO BE OF TYPE V WHERE SPRINKLER PROTECTION ISEXTENDED TO THESE AREAS (1406.3).38. PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE THE GRADE [1106.2 CMC]39. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES- WHETHER OR NOT THE THE LINES ARE LOCATED ON THEPROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES.40. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING ORSTRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170.158) SEPARATE PLUMBING PERMIT IS REQUIRED.41. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM (R306.3)42. PROVIDE 70 INCH HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER- RESISTANT MATERIALS FOR SHOWER ENCLOSURE. (1115B.2 AND 2406.3 (5))43. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING(RESEARCH REPORT NOT REQUIRED). (R308.6.9)44. WATER HEATER MUST BE STRAPPED TO WALL (SEC.507.3, LAPC)45. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER CONNECTED TO AN APPROVED WATER SUPPLY.(R306.4)46. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A SHOWER HEAD AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO AHEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR . (R307.2)47. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.48. PROVIDE 1-HR FIRE-RESISTANCE EXTERIOR WALLS FOR R3/U OCCUPANCY LESS THAN 5' FROM PROPERTY LINE OR ASSUMED PROPERTY LINE (T602). PROVIDE COMPLETE DETAILS PER SECTION 704.5.49. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL 325. (R309.4)50. THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 9.303.2. (9.303.1)51. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONSPER MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. (4.303.1.3.2)52. ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN THE SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSINGSUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES. PIPING PRONE TO CORROSION SHALL BE PROTECTED IN ACCORDANCE WITH SECTION 313.0 OF THE LOS ANGELES PLUMBING CODE.(4.406.1)53. MATERIALS DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR OTHER SOURCES OF MOISTURE. (4.407.4)54. CONSTRUCTION WASTE SHALL BE REDUCED BY 50% AND WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER. (4.408.1)55. AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL INSPECTION. SEE SHEETA0.11 - FORM GRN 6 (4.410.1)56. ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATINGEQUIPMENT. (4.504.1)57. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 4.504.1 - 4.504.3. (4.504.2.1 - 4.504.2.3)58. THE VOC CONTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALLAPPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.2.4)59. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITSLISTED IN TABLE 4.504.5. (4.504.4)60. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3 SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENTFOR ALL APPLICABLE WOOD PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. (4.504.5.)61. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALL AND FLOOR FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND FOUND TO BE SATISFACTORY BY THEBUILDING INSPECTOR. (4.505.3)62. NEW WHOLE HOUSE EXHAUST FANS SHALL HAVE COVERS OR LOUVERS WHICH CLOSE WHEN THE FAN IS OFF AND THAT ARE INSULATED WITH A MINIMUM INSULATION VALUE OF R-4.2. (9.507.1)63. THE HEATING AND AIR-CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI / ACCA MANUAL J-2004, ANSI / ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIREQUIPMENT SELECTED INACCORDANCE WITH ANSI / ACCA 36-S MANUAL S-2004. (4.507.2)64. BATHROOM EXHAUST FANS SHALL COMPLY WITH THE FOLLOWING:a. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING.b. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL. (4.506.1)65. PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT ISPRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1.66. HEATER SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68 DEGREES FAHRENHEIT AT A POINT 3 FEET ABOVE THE FLOOR AND 2 FEET FROM THE EXTERIOR WALLS IN ALL HABITABLE ROOMSAT THE DESIGN TEMPERATURE. (R303.9).67. PROVIDE UNDER FLOOR ACCESS OPENING. IT SHALL BE A MINIMUM 16"X24" WHEN THE OPENING IS THROUGH A PERIMETER WALL OR A MINIMUM 18"X24" WHEN THE OPENING IS THROUGH A FLOOR. (R408.4)68. ATTIC VENTILATION OF 1150 OF THE AREA OF VENTILATED SPACE (APPROXIMATELY 10 SQ. IN. FOR EACH 10 SF OF ATTIC AREA) IS REQUIRED. (R806.2)69. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"X30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHINA SMALL CLOSET SPACE. (R807.1)70. IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR / CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THECONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET . DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. (R302.12)71. THE ENTRY/EXIT DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1.5" BELOW THE THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE LANDING. LANDING SHALL BE NOT MORE THAN7.75" BELOW THE THRESHOLD. STORM AND SCREEN DOORS ARE PERMITTED TO SWING OVER ALL EXTERIOR STAIRS AND LANDINGS. (R311.3.1)72. LANDING AT A DOOR SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NO LESS THAN 36". (R311.3)73. ALL INTERIOR AND EXTERIOR STAIRWAYS SHALL BE ILLUMINATED (R303.7)74. UNDER-FLOOR VENTILATION SHALL BE NOT LESS THAN 1150 OF UNDER FLOOR AREA. (R408.1)75. PROVIDE A CLASS A, B OR C FIRE-RETARDANT ROOF COVERING PER SECTION R902.1.76. FOR ONE- AND TWO-FAMILY DWELLINGS, ANY PERMANENTLY INSTALLED OUTDOOR IN-GROUND SWIMMING POOL OR SPA SHALL BE EQUIPPED WITH A COVER HAVING A MANUAL OR POWER-OPERATED REEL SYSTEM.FOR IRREGULAR-SHAPED POOLS WHERE IT IS INFEASIBLE TO COVER 100 PERCENT OF THE POOL DUE TO ITS IRREGULAR SHAPE, A MINIMUM OF 80 PERCENT OF THE POOL SHALL BE COVERED. (4.304.5)77. FOR SITES WITH OVER 500 SQUARE FEET OF LANDSCAPE AREA, WASTE PIPING SHALL BE ARRANGED TO PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASHBASINS TO BE USED FOR A FUTURE GRAYWATER IRRIGATION SYSTEM. (4.305.1)78. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. STATE ASSEMBLY BILL NO. 188179. WOOD BURNING FIREPLACES AND OTHER WOOD BURNING DEVICES ARE PROHIBITED. (AQMD RULE 445)80. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNINGAPPLIANCES SHALL BE PROVIDED WITH ACARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.(R315.2)81. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURE FROM GRADE, AT EXTERIOR WALLS AND DOORS. EXCEPTION: MAINTENANCE OF BUILDING AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANTAND AGREE WITH THE CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 BDAYS OF THE GRAFFITI BEING APPLIED. (6306)82. 80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING: (i) CERTIFIED AS A CHPS LOW-EMITTING MATERIAL IN THE CHPS HIGH PERFORMANCE PRODUCTDATABASE, (ii) CERTIFIED UNDER UL GREENGUARD GOLD, (iii) CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM, (iv) MEET THE CALIFORNIA DEPARTMENT OF PUBLICHEALTH'S SPECIFICATION O1350. (4.504.4)83. A 4-INCH THICK BASE OF 12 INCH OR LARGER CLEAN AGGREGATE SHALL BE PROVIDED FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS (4.505.2.1)84. A VAPOR BARRIER SHALL BE PROVIDED IN DIRECT CONTACT WITH CONCRETE FOR THE PROPOSED SLAB ON GRADE CONSTRUCTION. SHOW ON DETAILS. (4.505.2.1)85. ENCLOSED ACCESSIBLE AREAS UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12 INCH GYPSUM BOARD. (R302.7)86. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROMTHE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS " FOR FUTURE SOLAR ELECTRIC" (4.211.4, ENERGY CODE 110.10, LAFD REQUIREMENT NO. 96)87. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE INFORMATION FROM ENERGY CODE SECTIONS 110.10 (B) THROUGH 110.10 (C) SHALL BE PROVIDED TO THE OCCUPANT.(ENERGY CODE 110.10(D))88. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 200 FEET OF THEPROPERTY LINE. (4.305.2)89. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE GROUNDWATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GOUNDWATER WILL NOT BE DISCHARGEDTO THE SEWER. (4.305.4)90. THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY FIXTURE BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODESECTION 610.4.1.2 OR 610.4.1.3.91. THE FIREPLACE IS DIRECT-VENT, SEALED COMBUSTION TYPE. ANY INSTALLED WOOD STOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA NEW SOURCE PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS ASAPPLICABLE, AND SHALL HAVE A PERMANENT LABEL INDICATING THEY ARE CERTIFIED TO MEET THE EMISSION LIMITS. (4.503.1)92. THROUGH PENETRATIONS OF FIRE-RESISTANCE-RATED WALL OR FLOOR ASSEMBLIES SHALL COMPLY WITH SECTION R302.4.1.1 OR R302.4.1.2. PROVIDE DETAIL AND COPY OF LISTING ON THE PLANS. (R302.4.1)93. MEMBRANE PENETRATIONS SHALL COMPLY WITH SECTION R302.4.1. WHERE WALLS ARE REQUIRED TO HAVE A FORE-RESISTANCE RATING, RECESSED FIXTURES SHALL BE INSTALLED SO THAT THE REQUIREDFIRE-RESISTANCE RATING WILL NOT BE REDUCED. (R302.4.2)94. IN COMBUSTIBLE CONSTRUCTION, FIRE BLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEENSTORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. (R302.11)95. PROVIDE 42" HIGH GUARDS WITH MAXIMUM 4" CLEAR SPACING OPENING BETWEEN RAILS AT ROOF DECK (312.1.2).96. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS WITH A MINIMUM FALL OF 6 INCHES WITHIN THE FIRST 10 FEET (R401.3)97. BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. (R319.1)12A3.04A3.0424A3.0410A3.04RECREATIONROOM114BATH115SAUNACLASS "A' ROOFING MATERIALOUTLINE OF BUILDING WALL BELOWSLOPES L O P ESLOPE OUTLINE OF BUILDING WALL BELOWPOOL HOUSE ROOF PLAN8SCALE1/4" = 1'-0"12A3.04A3.0424A3.0410A3.04114.1114.A115.1115.2115.AA6.1814687A6.18163215A6.191410,6215A6.1911731617181920QRSTQRST17181920171920171920QSTQST26'-6"6'-6"10'-11"9'-1"32'-1" 5'-7 1/2"19'-6 1/2"6'-11" 32'-1" 5'-7 1/2"19'-6 1/2"6'-11"26'-6"6'-6"10'-11"9'-1"1'-6"1'-2"2'9'-1"5'-6"5'5'9'-2"3'-6"4'-7 1/2"2'2'-8"2'3'-2"26'-6"6'-6"20'32'-1" 5'-7 1/2"26'-5 1/2"26'-6"20'6'-6"32'-1"26'-5 1/2"5'-7 1/2"8'-7"8'-7"3' 3'1. ALL DIMENSIONS ARE TO FACE OF STRUCTURE (F.O.S.), UNLESSOTHERWISE NOTED.2. DO NOT SCALE FROM DRAWINGS.3. ANY INCONSISTENCIES OR UNFORESEEN CONDITIONS TO BE REVIEWEDBY THE ARCHITECT PRIOR TO PROCEEDING WITH CONSTRUCTION.4. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THEMANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITYSTANDARDS FOR INSULATION MATERIAL. DOORS AND WINDOWS BETWEENCONDITIONED AND UNCONDITIONED SPACE SHALL BE FULLWEATHER-STRIPPED.5. CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN ALL TEMPORARYBARRIERS AND GUARDS, AND ALL TEMPORARY SHORING AND BRACING ASREQUIRED BY ALL CITY AND STATE REGULATIONS.6. PROVIDE RAIN GUTTERS THAT DEPOSIT WATER INTO A BURIED DRAINSYSTEM THAT COLLECTS AND TRANSFERS WATER TO STREET.7. ALL ROOFS 1/4" PER FOOT MINIMUM SLOPE AT VALLEYS, TYPICAL8. CRICKETS TO BE A MINIMUM OF 4" FROM SCUPPER OPENINGS9. INSULATE ALL ROOF DRAIN PIPES PASSING THROUGH WALLS10. SKYLIGHTS AND SLOPED GLAZING SHALL COMPLY WITH SECTION R308.6.SOILNEW WALLS: 2X4 WOOD FRAMINGNEW WALLS: 2X6 WOOD FRAMINGGRAVELBATT INSULATIONCONCRETEDSDSDOWNSPOUTSSSMOKE DETECTOR / CARBON MONOXIDE (CM) ALARMEXHAUST FANEXISTING WALLSGAS BIBGHBHOSE BIBHBGSCUPPERHEADWITH OVERFLOWPARAPET, TYPICALPARAPET, TYPICALDOWNSPOUT1'-6"SAUNABENCHFAUCETSINKCABINETRY COUNTER- TOP COUNTERTOP CABINETRY KNEE SPACE BELOW COUNTERTOP CABINETRY UPPER CABINETRY SINKFAUCETNORTHNORTHREFBAR APPLIANCES ANDFIXTURES ONLYPOOL HOUSE FIRST FLOOR A2.077417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 WEST ELEVATION (PORTE COCHERE)SCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2WEST ELEVATION008.2001.1003.3001.A100.2102.1104.2109.B205.A200.1203.2RIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'27'-4"CEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERWEEP SCREEDTYPICALWEEP SCREEDTYPICALGLASS GUARDRAIL, TYPICALGLASS GUARDRAIL, TYPICALB.O. FIRST FLOOR CEILINGELEV. = 589.44'ALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT 204.ASCALE1/4" = 1'-0"12EAST ELEVATION (INSIDE PORTE COCHERE)OPEN TOBEYONDOPEN TOBEYONDOPEN TO BEYOND(WATERFALL)SCALE1/4" = 1'-0"3WEST ELEVATION (COVERED PATIO)CEMENTPLASTERCEMENTPLASTERCEMENTPLASTERWEEP SCREED,TYPICALPERGOLA HEADER BEAMPERGOLA JOIST BEYOND, TYPICALPERGOLA POST, TYPICALCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERT.O. PORTE COCHERE DRIVEWAYELEV. = 554.73'T.O. PORTE COCHERE WATER BASINELEV. = 565.23'T.O. WATER BASIN CURBELEV. = 555.23'B.O. FIN. PORTE COCHEREELEV. = 563.98'T.O. FIN. PORTE COCHEREELEV. = 565.48'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'T.O. PORTE COCHERE DRIVEWAYELEV. = 554.73'T.O. PORTE COCHERE WATER BASINELEV. = 565.23'T.O. WATER BASIN CURBELEV. = 555.23'B.O. FIN. PORTE COCHEREELEV. = 563.98'T.O. FIN. PORTE COCHEREELEV. = 565.48'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'008.2GLASS GUARDRAIL, TYPICALCEMENTPLASTERT.O. FIN. FLOOR PATIOELEV. = 577.93'T.O. PERGOLA HEADER BEAMELEV.= 588.93'T.O. PERGOLA POSTELEV. = 587.93'WEEP SCREED,TYPICALSTAIRS BEYOND - SEE FIRST FLOOR PLAN:19 RAISERS @ 6" TALL, 18 TREADS @ 12" DEEPWRAP POST IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISHWRAP POST IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISHWRAP POST IN BAKE METAL:MATCH ADJACENT WINDOWFRAME FINISH9'-8 1/2"13'12'-0 1/2" 34'-9" 11' 10'-9" 10'-9"32'-10 1/2"57'-5 1/2"14'-3"25'-10 1/2"38'-0 1/2"33'-0 1/2"6'-6"7'-1"6'-10 1/2"55'-7"18'-7"18'-9 1/2"18'-6 1/2"6"12'-0 1/2"5'-6"24'-6"18'-1"9'-4"14'-6"12'-0 1/2"2'-6"35'-10 1/2" 10'-10"3'-6" 11'-6"13'-2" 1'-6" 10' 9'-3"1'-6" 9'-4"1'-6"3'-6" EXTERIOR ELEVATIONS A3.007417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 NORTH ELEVATIONSCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2EAST ELEVATION107.A101.D106.2203.A101.2002.A002.B101.A101.B210.A211.1107.1104.2RIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'B.O. FIRST FLOOR CEILINGELEV. = 589.44'RIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'B.O. FIRST FLOOR CEILINGELEV. = 589.44'T.O. ADJACENT GRADEELEV. = 581.00'T.O. ADJACENT GRADEELEV. = 581.00'WEEP SCREEDTYPICALCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERWEEP SCREEDTYPICALCEMENTPLASTERGLASS GUARDRAIL, TYPICAL201.A202.A105.AALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.ALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.27'-4"ELEV. = 575.65'AVERAGE FINISH GRADE27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT BUILDING HEIGHTFIXEDFIXED FIXEDALUMINUM BRAKE METAL - MATCHADJACENT WINDOW FRAME FINISHFIXEDFIXEDSCUPPERHEADWITH OVERFLOWDOWNSPOUT3'-6" 3'-6"GLASS GUARDRAIL,TYPICALGLASS GUARDRAIL,TYPICALWEEP SCREEDTYPICALCEMENTPLASTER34'-9" 9'-8 1/2"13'12'-0 1/2" 34'-9" 9'-8 1/2"13'12'-0 1/2"15'-2 1/2"25'-8 1/2"23'-11 1/2"26'-6"12'-5 1/2"13'-4"10'-2 1/2"20'-6"63'-5"6'-5 1/2"27'-1"6'-7"63'-5"8'2'-6" 13'-8 1/2"1'-8"11'-4" 35'-10 1/2" 14'-6" 13'-10" 22'-0 1/2" EXTERIOR ELEVATIONS A3.017417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 SOUTH ELEVATION (PORTE COCHERE)SCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2SOUTH ELEVATION100.1101.C208.A100.1101.C208.ARIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'B.O. FIRST FLOOR CEILINGELEV. = 589.44'RIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'B.O. FIRST FLOOR CEILINGELEV. = 589.44'CEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERGLASS GUARDRAIL, TYPICALWEEP SCREEDTYPICALCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERCEMENTPLASTERGLASS GUARDRAIL, TYPICALXref /Users /sorou sh/Dropbox /7417 GROVEWOOD/BLOCKS /G rid Ma in .dwgXref /Users /sorou sh/Dropbox /7417 GROVEWOOD/BLOCKS /G rid Ma in .dwgOPEN TOBEYONDOPEN TOBEYONDALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.ALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT 27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHTSWIMMING POOLUNDER SEPARATE PERMITCEMENTPLASTERGLASS GUARDRAILCEMENTPLASTERGLASS GUARDRAIL100.A100.A3'-6" 3'-6" 3'-6" 3'-6"WEEP SCREEDTYPICALWEEP SCREEDTYPICALWEEP SCREEDTYPICALCEMENTPLASTERCEMENTPLASTERCEMENT PLASTERCEMENTPLASTERCEMENTPLASTERNEW INFINITY EDGE POOL TROUGHNEW INFINITY EDGE POOL TROUGHNEW INFINITY EDGE POOL34'-9" 9'-8 1/2"13'12'-0 1/2" 34'-9" 9'-8 1/2"13'12'-0 1/2"14'-5 1/2"12'-7"25'-8 1/2"13'-6 1/2"11'-6"43'-8"3'52'-9"14'-5 1/2"12'-7"25'-8 1/2"52'-9"43'-8"3'6'-1"9'-4"9'-4"1'-6" EXTERIOR ELEVATIONS A3.027417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 GARAGE EAST ELEVATIONSCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2GARAGE WEST ELEVATIONGARAGE NORTH ELEVATIONGARAGE SOUTH ELEVATIONSCALE1/4" = 1'-0"10SCALE1/4" = 1'-0"121314161211KMP1114KMPFIXEDWEEP SCREEDTYPICALWEEP SCREEDTYPICALWEEP SCREEDTYPICALWEEP SCREEDTYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYP.EXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYP.EXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYP.EXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYP.SCUPPERHEADWITH OVERFLOWDOWNSPOUTBRICK CLAD FOUNDATION WALLWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICAL012.2012.1112.2112.1112.A112.B112.CWRAP POST IN BAKE METAL:MATCH ADJACENT DOORFRAME FINISH60'-5 1/2"35'-11 1/2"25'-4"2'2'29'-4 1/2"2'2'29'-4 1/2"2'2'32'-2"60'-5 1/2"2'2'56'-5 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. ROOF RIDGE GARAGET.O. PARAPET GYMELEV. = 571.10'11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. PARAPET GYMELEV. = 571.10'11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. PARAPET GYMELEV. = 571.10'11'-1"9'-8 1/2" 20'-9 1/2"T.O. ROOF RIDGE GARAGET.O. ROOF RIDGE GARAGET.O. ROOF RIDGE GARAGEOPENBRICK CLAD FOUNDATION WALLEXTERIOR ELEVATIONS A3.037417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 POOL HOUSE WEST ELEVATIONSCALE1/4" = 1'-0"4SCALE1/4" = 1'-0"2POOL HOUSE EAST ELEVATIONPOOL HOUSE SOUTH ELEVATIONPOOL HOUSE NORTH ELEVATIONSCALE1/4" = 1'-0"10SCALE1/4" = 1'-0"12114.A115.A114.1T.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'WEEP SCREEDTYPICALCEMENT PLASTERWEEP SCREEDTYPICALWEEP SCREEDTYPICALWEEP SCREEDTYPICALT.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'T.O. FIN. FLOORELEV. = 577.93'11'-10"B.O. FLOOR CEILINGELEV. = 587.26'T.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'17181920QRST20191817QRSTOPEN TOBEYONDOPEN TOBEYONDFIXEDALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALWEEP SCREEDTYPICALALUMINUM FRAMEDDOORS/ WINDOWS,CLEAR ANODIZED FINISH,TYPICAL11'-10"T.O. PARAPETELEV. = 589.76'11'-10" 11'-10"T.O. PARAPETELEV. = 589.76'T.O. PARAPETELEV. = 589.76'T.O. PARAPETELEV. = 589.76'CEMENT PLASTERCEMENT PLASTERCEMENT PLASTERCEMENTPLASTERCEMENT PLASTERCEMENT PLASTERCEMENT PLASTERCEMENT PLASTERCEMENT PLASTERCEMENT PLASTERSCUPPERHEADWITH OVERFLOWDOWNSPOUT9'-4" 9'-4" 9'-4" 9'-4"26'-5 1/2"3'5'-7 1/2"8'-7"35'-1"25'1'-6"26'-6"8'-7"5'-7 1/2"26'-5 1/2"3'EXTERIOR ELEVATIONS A3.047417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 MAIN HOUSE SOUTH ELEVATION COLOR RENDERING2SCALENTSMAIN HOUSE WEST ELEVATION COLOR RENDERINGCEMENTPLASTERCEMENTPLASTERGLASS GUARDRAIL, TYPICALGLASS GUARDRAIL, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICAL4SCALENTSGLASS GUARDRAIL, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- WHITE, TYP.CEMENTPLASTERCEMENTPLASTERPLEASE REFER TO LANDSCAPING PLANFOR PLANTING MATERIAL AND LAYOUTWATER FEATURERIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'27'-4"B.O. FIRST FLOOR CEILINGELEV. = 589.44'ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHTRIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. BASEMENT CEILINGELEV. = 576.43'T.O. FIN. FLOOR BASEMENTELEV. = 568.23'27'-4"B.O. FIRST FLOOR CEILINGELEV. = 589.44'ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT THESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHT34'-9" 9'-8 1/2"13'12'-0 1/2" 34'-9" 9'-8 1/2"13'12'-0 1/2"13'-10"13'-2 12"25'-8 12"25'-8"18'-0"32'-10 12"57'-6"45'-8"33'-0 12"37'-10"25'-10 12"18'-1"BRICKBRICKWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALBRICKBRICK, TYPICALCOLOR RENDERINGS A3.057417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAR. 8, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. MAIN HOUSE NORTH ELEVATION COLOR RENDERING2SCALENTSMAIN HOUSE EAST ELEVATION COLOR RENDERINGCEMENTPLASTERDECK COATINGGLASS GUARDRAIL, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICAL4SCALENTSGLASS GUARDRAIL, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALBRICKWOOD SIDING, TYPICALRIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. FIRST FLOOR CEILINGELEV. = 589.44'THESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTRIDGEELEV. = 602.99'B.O. SECOND FLOOR CEILINGELEV. = 600.49'T.O.FIN. FLOOR SECOND FLOORELEV. = 590.94'T.O. FIN. FLOOR FIRST FLOORELEV. = 577.93'B.O. FIRST FLOOR CEILINGELEV. = 589.44'13'12'-1/2" 12'-0 1 2"13'27'-1"63'-4 12"20'-3"15'-6"26'-6"28'-1"CEMENTPLASTERALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALPLEASE REFER TO LANDSCAPING PLANFOR PLANTING MATERIAL AND LAYOUTCEMENTPLASTERALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALWOOD SIDING, TYPICALCOLOR RENDERINGS A3.067417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAR. 8, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. GARAGE EAST ELEVATION COLOR RENDERING2SCALENTSGARAGE WEST ELEVATION COLOR RENDERING4SCALENTS10SCALENTS12SCALENTSGARAGE SOUTH ELEVATION COLOR RENDERINGGARAGE NORTH ELEVATION COLOR RENDERINGTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALT.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. ROOF RIDGE GARAGE11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. ROOF RIDGE GARAGE11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. ROOF RIDGE GARAGE11'-1"9'-8 1/2" 20'-9 1/2"T.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'T.O. ROOF RIDGE GARAGE11'-1"9'-8 1/2" 20'-9 1/2"ALUMINUM FRAMED GLASS SLIDING DOOR, TYP.WOOD SIDING EXTERIOR, TYP.CEMENT PLASTER EXTERIORCOLOR: GRAY, TYP.WOOD SIDING EXTERIOR, TYP.CEMENT PLASTER EXTERIORCOLOR: GRAY, TYP.WOOD SIDING EXTERIOR, TYP.CEMENT PLASTER EXTERIORCOLOR: GRAY, TYP.ALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALBRICK CLAD FOUNDATION WALLBRICK CLAD FOUNDATION WALLCEMENT PLASTER EXTERIORCOLOR: GRAY, TYP.60'- 5 1/2"25'-6"60'- 5 1/2"29'-4 1/2"32'-2"36'-11 1/2"BAKE METAL TO MATCHADJACENT DOORFRAME FINISHCOLOR RENDERINGS A3.077417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAR. 8, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. POOL HOUSE WEST ELEVATION COLOR RENDERING2SCALENTSPOOL HOUSE EAST ELEVATION COLOR RENDERING4SCALENTS10SCALENTS12SCALENTSPOOL HOUSE NORTH ELEVATION COLOR RENDERINGPOOL HOUSE SOUTH ELEVATION COLOR RENDERINGALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALEXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALALUMINUM FRAMED DOORS/ WINDOWS,CLEAR ANODIZED FINISH, TYPICALT.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'T.O. PARAPETELEV. = 589.76'T.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'T.O. PARAPETELEV. = 589.76'T.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'T.O. PARAPETELEV. = 589.76'T.O. FIN. FLOORELEV. = 577.93'B.O. FLOOR CEILINGELEV. = 587.26'T.O. PARAPETELEV. = 589.76'THESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHTTHESE ARE PERSPECTIVE RENDERINGS FOR COLOR AND MATERIALREFERENCE. THE HEIGHT ELEVATION SHOWN HERE ARE FORREFERENCE ONLY. PLEASE REFER TO EXTERIOR ELEVATION SHEETS FORACCURATE ILLUSTRATION OF THE FLOOR AND BUILDING HEIGHT11'-10" 9'-4" 11'-10" 9'-4" 11'-10" 9'-4" 11'-10" 9'-4"35'-1"25'-0"1'-6"26'-5 12"5'-7 12"26'-5 12"35'-1"EXTERIOR INTEGRAL COLOR CEMENT PLASTERCOLOR- GRAY, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALWOOD SIDING, TYPICALCEMENTPLASTERWOOD SIDING, TYPICALCEMENTPLASTERWOOD SIDING, TYPICALCOLOR RENDERINGS A3.087417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAR. 8, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE1/4" = 1'-0"2SCALE1/4" = 1'-0"4BUILDING SECTIONEXISTING RIDGE TO REMAINBUILDING SECTIONRIDGE 602.99(E) FINISH FLOOR 588.47(N) 3RD FLOOR 590.94(E) FINISH FLOOR 579.45(N) 2ND FLOOR 577.93(E) 1ST FLOOR 568.23(N) B.O. CEILING600.49(N) B.O. CEILING589.4411'-6"8'-21 2"9'-61 2"ENTRY001THEATER003GUESTBEDROOM008DININGROOM102LIVINGROOM104GUESTBEDROOM107BATH110FAMILYROOM100MASTERBEDROOM200MASTERBATH203KID'SBATH206MASTERLOUNGE204BALCONYRIDGE 602.99(E) FINISH FLOOR 588.47(N) 3RD FLOOR 590.94(E) FINISH FLOOR 579.45(N) 2ND FLOOR 577.93(E) 1ST FLOOR 568.23(N) B.O. CEILING600.49LAWN(N) B.O. CEILING589.4411'-6"8'-21 2"9'-61 2"STAIR002STAIR002OPEN TO BEYOND(EXTERIOR)ENTRY001DININGROOM102MASTERLOUNGE204NEW PARAPETINSULATION PER T24 REPORTEXISTING HILLSIDE TO REMAINEXISTING SITE WALL TO REMAINNEW DOOR SYSTEMINSULATION PER T24 REPORT INNEW FLOOR FRAMINMGINSULATION PER T24 REPORT INNEW FLOOR FRAMINMGNEW GLASS GUARDRAIL3'-6"NEW PARAPETINSULATION PER T24 REPORTINSULATION PER T24 REPORT INNEW FLOOR FRAMINMGINSULATION PER T24 REPORT FOR ALLEXTERIOR WALLSEXISTING BASEMENT RETAINING WALLTO REMAINEXISTING BASEMENT RETAINING WALLTO REMAINNEW SLAB ON GRADE ADDITIONINSULATION PER T24 REPORTEXISTING BASEMENT SLABTO REMAINNEW GLASS GUARDRAIL3'-6" 27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT 27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHTFRENCH DRAIN, TYPICALFRENCH DRAIN, TYPICALBUILDING SECTIONS A4.017417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 11, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE1/4" = 1'-0"2SCALE1/4" = 1'-0"4BUILDING SECTIONBUILDING SECTION(E) RIDGE 602.99(E) FINISH FLOOR 588.47(N) 3RD FLOOR 590.94(E) FINISH FLOOR 579.45(N) 2ND FLOOR 577.93(E) 1ST FLOOR 568.23(N) B.O. CEILING600.49(N) B.O. CEILING589.44KID'SBEDROOM205KID'SBEDROOM208PLAYROOMDEN211KID'SCLOSET207KITCHEN101FAMILYROOM100GUESTBATH009GUESTBEDROOM008PORTE COCHEREPOOL COPING 577.56'SWIMMING POOL585.0'589.0'COVEREDPATIONEW PARAPETINSULATION PER T24 REPORTINSULATION PER T24 REPORT INNEW FLOOR FRAMINMGNEW DOOR SYSTEMEXISTING BASEMENT RETAINING WALLTO REMAINEXISTING BASEMENT SLABTO REMAIN3'-6"EXISTING RIDGE TO REMAINEXISTING HILLSIDETO REMAINEXISTING HILLSIDETO REMAIN3'-6"EXISTING HILLSIDE TO REMAINEXISTING RETAINING WALL TO REMAINNEW SWIMMING POOLUNDER SEPARATE PERMITNEW INFINITY EDGE POOLNEW INFINITY EDGE POOL TROUGHEXISTING HILLSIDE TO REMAIN27'-4"ELEV. = 575.65'AVERAGE FINISH GRADEBUILDING HEIGHT GLASS GUARDRAILPERGOLA POSTBUILDING SECTIONS A4.027417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 11, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE1/4" = 1'-0"2SCALE1/4" = 1'-0"4BUILDING SECTIONBUILDING SECTIONT.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'HILLSIDE SLOPEB.O. CEILING GARAGEELEV. = 577.81'ELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'GYM003T.O. ROOF RIDGE GARAGESITE RETAINING WALLOPEN BELOW FORMECHANICAL UNITSBART.O. FIN. FLOOR GYMELEV. = 558.50'T.O. FIN. FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'T.O. ROOF RIDGE GARAGEELEV. = 579.31'B.O.CEILING GYMELEV. = 568.50'DRIVEWAYGARAGEBEYONDVESTIBULE001GYM003NEW INSULATION PER T24 REPORTNEW SLAB ON GRADENEW INSULATION PER T24 REPORTNEW SLAB ON GRADE3'-6"EXTERIOR WOOD SIDINGRETAINING WALL2X WOOD FRAMED WALLROOF PARAPET20'-9 1/2" 13'-2"B.O. CEILING GARAGEELEV. = 577.81'T.O. ROOF RIDGE GARAGEELEV. = 579.31'T.O FINISH FLOOR GARAGEELEV. = 569.60'DRIVEWAYHVACPLATFORMGARAGE112BACKFILLSCALE1/4" = 1'-0"12T.O FINISH FLOOR GARAGEELEV. = 569.60'B.O. CEILING GARAGEELEV. = 577.81'T.O. ROOF RIDGE GARAGEELEV. = 579.31'GARAGE112SCALE1/4" = 1'-0"10BUILDING SECTIONBUILDING SECTIONPOST AS NECESSARYCONCRETE HEADERCONCRETE CURBCRAWL SPACECONCRETESTRUCTURAL DECKCONCRETESTRUCTURAL DECKSLIDING DOOR BEYONDINTEGRAL ROOF GUTTERCLASS A ROOFINGINTEGRAL ROOF GUTTERCLASS A ROOFINGGREEN ROOFCLASS A ROOFING20'-9 1/2" 9'-8 1/2"9'-8 1/2" BUILDING SECTIONS A4.037417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCEMAY 3, 2021© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only.JUNE 16 2021 SCALE1/4" = 1'-0"2SCALE1/4" = 1'-0"4BUILDING SECTIONBUILDING SECTIONSWIMMING POOLRECREATIONROOM114POOL PAVILION FIN. FLOOR 577.68POOL PAVILION B.O. CEILING 586.85ROOF PARAPET 589.35POOL PAVILION FIN. FLOOR 577.68POOL PAVILION B.O. CEILING 586.85ROOF PARAPET 589.35RECREATIONROOM114BATH115BUILDING SECTIONS A4.047417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 11, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE1NASCALE23"=1'-0"SCALE33"=1'-0"SCALE43"=1'-0"SCALE5NASCALE63"=1'-0"SCALE93"=1'-0"SCALE106"=1'-0"SCALE11NASCALE123" = 1'-0"SCALE163" = 1'-0"SCALE153"=1'-0"SCALE143"= 1'-0"SCALE133"= 1'-0"SCALE173'=1'-0"SCALE203"=1'-0"SLIDING DOOR HEADWINDOW HEADWINDOW JAMBWINDOW SILLFIXED FRAME WINDOW SILLCORNER POST WITH DOOR / WINDOWPOCKET DOOR JAMBSLIDING DOOR / WINDOW JAMB AT POSTEXTERIOR GLASS GUARDRAILEXTERIOR DOOR THRESHOLDSLIDING DOOR SILL ST FIRST FLOORSCALE183"=1'-0"POCKET DOOR HEADSLIDING DOOR JAMBGARAGE DOORINTERIOR DOOR JAMB / HEADSCALE196"=1'-0"2476/08163-34EXTERIOR WINDOWINTERIORLINE OF SILL BELOW -TYPICALALUMINUM BRAKE METAL CAP ANODIZED TO MATCHSLIDING DOOR / WINDOW FINISH - TYPCALBLOCKING AS NEEDED - TYPICALSAND DASH OVERCONTINUOUS SEALANTWITH BACKER BOARD -TYPICALPLYWOOD SHEATHING AS NEEDED -TYPICALDOOR PULL - TYPICALDOOR / WINDOW ASSEMBLY(NO PULL AT WINDOW LOCATIONS)LINE OF TRACK BELOW -TYPICALLINE OF SILL BELOW -TYPICALWOOD SHIM -TYPICALFLEXIBLE FLASHINGWOOD FRAMING2476/08163-60 EXTERIORINTERIORINSULATIONPLYWOOD SHEATHING -TYPICALGYPSUM WALLBOARD -TYPICAL2 LAYERS OFBUILDING PAPERMETAL LATH -TYPICALSMOOTH TROWELCEMENT PLASTER -TYPICALLINE OF SILL BEYOND -TYPICALFLEXIBLE FLASHING -TYPICALCONTINUOUS SEALANTWINDOW ASSEMBLYHEADER -TYPICAL2476/08163-61 EXTERIORINTERIORLINE OF SILL BEYOND -TYPICALGYPSUM WALLBOARD -TYPICALINSULATIONCONTINUOUS SEALANT -TYPICALSMOOTH TROWELCEMENT PLASTER -TYPICALMETAL LATH -TYPICAL2 LAYERS OFBUILDING PAPER -TYPICALLINE OF JAMB BEYONDWINDOW ASSEMBLYSHEET METAL PANFLEXIBLE FLASHING -TYPICALWOOD FRAMING -TYPICALPLYWOOD SHEATHING -TYPICALSHEET METAL PLANBEYOND6"Xref 09400-11-Fixed Glazing Head.dwgXref 06400-10.dwgXref 08500-07-e.dwg2432/08500-08 GYPSUM WALLBOARDPLYWOOD SHEATHING(TYPICAL)WOOD FRAMING(TYPICAL)CONTINUOUS SEALANTAND BACKER ROD(TYPICAL)WINDOW ASSEMBLYSHIM SPACEFLEXIBLE FLASHINGMEMBRANETWO LAYERSBUILDING PAPERMETAL LATHCEMENT PLASTEREXTERIORINTERIOR1/2"2432/08100-02 WOOD BLOCKING(TYPICAL)LINE OF SILL BELOW(TYPICAL)DOOR ASSEMBLYCONTINUOUS SEALANTAND BACKER ROD (TYPICAL)WINDOW ASSEMBLYSHIM SPACE(TYPICAL)WOOD POSTFLEXIBLE FLASHINGMEMBRANEANODIZED ALUMINUMBRAKE METAL TO MATCHSLIDING DOORSALUMINUM BRAKE METALCAP ANODIZED TO MATCHSLIDING DOOR AND WINDOWFINISHEXTERIORINTERIOR2476/08163-14 SMOOTH TROWELCEMENT PLASTERLINE OFJAMB BEYOND -TYPICALCONTINUOUS SEALANTWITH BACKER RODMETAL LATH -TYPICAL2 LAYERS OFBUILDING PAPERSHEET METALHEAD FLASHINGFLEXIBLE FLASHINGPLYWOOD SHEATHING -TYPICALDOOR ASSEMBLY -TYPICALBEAMINSULATIONEXTERIORINTERIORWOOD SHIM -TYPICALPER MANUFACTURERPER MANUFACTURERSHADE POCKETSHADE ASSEMBLYGYPSUM WALLBOARDVALANCE2 LAYERS OF BUILDING PAPERSCREEN DOORXref 08100-06-e.dwg2432/08100-07 GYPSUM WALLBOARDWOOD FRAMING(TYPICAL)DOOR ASSEMBLYCONTINUOUS SEALANTAND BACKER ROD(TYPICAL)FLEXIBLE FLASHINGMEMBRANETWO LAYERS BUILDINGPAPERMETAL LATHCEMENT PLASTERLINE OF SILL BEYONDPLYWOOD SHEATHINGEXTERIORDOOR SILL AND DECK TYPICALXref 08163-17-Sliding Door Post.dwgXref 08163-16.dwg2476/08163-02 INTERIOREXTERIORSLOPE: 2%LINE OF JAMB BEYOND -TYPICALDOOR ASSEMBLY -TYPICALEPOXY GROUTTHRESHOLDTOP OF FLOORING(VARIES) - TYPICALTOP OF EXTERIORFINISHSHEET METAL PANSHEET METAL PAN TURNS UP90 DEGREES (VERTICAL)AT JAMB ENDS6"EXTERIORINTERIORSHIM SPACEBEAMWINDOW OR DOORTWO LAYERS BUILDINGPAPERFLEXIBLE FLASHINGMEMBRANELINE OF JAMBBEYONDMETAL FLASHINGWITH DRIP EDGEALUMINUM BRAKEMETAL CAP ANODIZEDFINISH TO MATCHWINDOW SYSTEMPLYWOOD SHEATHING(TYPICAL)WOOD BLOCKING,AS NEEDEDALUMINUM BRAKEMETAL CAP ANODIZEDFINISH TO MATCHWINDOW SYSTEMSHEET METAL SLOPE TO DRAINELASTOMERIC MEMBRANE: SLOPE TO DRAINSHEATHINGPLYWOODWOOD FRAMINGDOOR ASSEMBLYPAN BEYONDSHEET METALTOP OF FINISH FLOORINGBUILDING PAPERLINE OF JAMBBEYONDTHRESHOLDDOORSLEEPERS: PRESSUREPANPLYWOOD SUBFLOORINTERIOREXTERIOR6"TREATED WOODWOOD DECK: LEVELCEMENT PLASTER1X 4 PRESSURE TREATEDWOOD CHANNELS @EVERY 12" - TYPICAL2 LAYERS BUILDINGPAPERPLYWOODSHEATHINGINTERIOREXTERIORBLOCKINGAS REQUIREDCONTINUOUS SEALANTGARAGE DOOR - CLAD WITHWOOD SIDING TO MATCHADJACENT EXTERIOR WALL.FLUSH FACE OF EXTERIORWALL FINISH WITH GARAGEDOOR FINISH FACEGYPSUM WALLBOARDHEADER2340/08000-04 GYPSUM WALLBOARD -TYPICALEZY JAMB CAVITY SLIDERSYSTEM: FLUSH FINISHPOCKET DOOR SYSTEMFOR JAMB - TYPICALWOOD POCKETDOORWOOD SHIMWOOD FRAMING -TYPICAL2476/08200-22 WOOD FRAMINGWOOD SHIMCLOSET DOOR ASSEMBLY -TYPICALGYPSUM WALLBOARD -TYPICALDOOR FRAME -TYPICALEZY JAMB FLUSH FINISHDOOR JAMB SYSTEM:USE "SECTION A" MOLDINGFOR 1 38" THK. DOORS AND"SECTION C" MOLDING FOR1 34" THK. DOORSFRAMINGDOORGYPSUM WALLBOARD2432/08200-03 EXTERIORINTERIORDOOR JAMBBEYONDDOORCONTINUOUS SEALANTTOP OF FINISH FLOORUPTURN STAINLESSSTEEL SILL PANSTAINLESS STEELSILL PANFLEXIBLE FLASHINGMEMBRANE1"6"CONCRETEFIXED GLAZING WINDOW SILLSCALE83"=1'-0"SKYLIGHTCONTINUOUSSEALANTROOF FRAMING(TYPICAL)1 1/2"CLASS "A" FIRERETARDANT ROOFCOVERINGCAP SHEETROOFINGMATERIAL -TYPICALCANT STRIP(TYPICAL)SKYLIGHTASSEMBLY(TYPICAL)SHEET METALFLASHING(TYPICAL)INSULATED GLAZING1/8" 1/8"SLOPEPLYWOOD SHEATHING(TYPICAL)GYPSUM WALLBOARD(TYPICAL)INSULATION(TYPICAL)2476/08163-23 EXTERIORINTERIORSLOPE: 2%PRESSURE TREATEDWOOD SILL -TYPICALSTONE TO MATCHFLEXIBLE FLASHINGLINE OFJAMB BEYOND -TYPICALMETAL SHOECONTINUOUS SEALANT -TYPICALTOP OF FINISH FLOOR - TYPICALFIXED GLAZINGTOP OF FINISHFLOORSTAINLESS STEELSILL PANSLOPED @ 1/4":1'-0"UPTURN STAINLESSSTEEL SILL PAN.SEE DRAWING 4/A9.2FOR TYPICAL SILL PANDIMENSIONSEDGE OF FRAMEBEYONDCONTINUOUSSEALANT ANDBACKER ROD(TYPICAL)EXTERIORINTERIOR1 LAYERBUILDING PAPERALUMINUM WINDOWSYSTEMEXTERIOR FINISHFLOORSHIM SPACESEALANT BED1" 2538-08520-16 1 1/2"SLOPESLOPEELASTOMERIC MEMBRANE PLYWOOD SHEATHINGCEMENT PLASTERMETAL LATH2 LAYERSBUILDING PAPERPLYWOODSHEATHINGGUARDRAIL ASSEMBLYFLASHINGSTAINLESS STEELTOP CAP RAILDETAILS A9.017417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 23, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE23"=1'-0"SCALE43"=1'-0"SCALE56" = 1'-0"SCALE66"=1'-0"SCALE83"= 1'-0"SCALE96"=1'-0"SCALE106"=1'-0"SCALE116"=1'-0"SCALE126"= 1'-0"SCALE156"= 1'-0"SCALE146"= 1'-0"SCALE136"= 1'-0"SCALE176' = 1'-0"SCALE206" = 1'-0"WOOD COUNTERTOP DESKSHELVINGSTAIR GUARDRAILSTONE COUNTERTOPWOOD COUNTERTOPCASEWORK AT CEILINGCASEWORK SHELVINGCASEWORK TOE SPACESCALE186" = 1'-0"STONE COUNTERTOP - WATERFALLBACKSPLASHUNDERCABINET LIGHTINGFLOATING SHELFSCALE196"=1'-0"2340/06400-07 DOOR FACE, WOOD VENEERMEDIUM DENSITYFIBERBOARD -TYPICALWOOD VENEERLIGHT FIXTUREGYPSUM WALLBOARD1 3/4"1 1/2"2340/06400-09 SUB-COUNTERTOPSOLID WOOD CONTERTOP -TYPICALSOLID WOOD EDGE1"DRAWER FACE2"1/2" 2432/06400-09 STONEADHESIVEPLYWOODSUB-COUNTERTOP(TYPICAL)MEDIUM DENSITYFIBERBOARD WITHWOOD VENEER2"1/2"CASEWORK SHELVING - ANGLED2476/06400-21 TOP OF FINISH FLOORWOOD BLOCKINGCABINET BASEMEDIUM DENSITYFIBERBOARDWITH WOOD VENEER -TYPICAL4"4"WOOD EDGE BAND2476/06400-27 MEDIUM DENSITY FIBERBOARDWITH WOOD VENEER -TYPICALSUB-COUNTERTOP2" 1/2"BUILT UP PLYWOOD2476/06400-19 LINE OF VERTICALSUPPORT BEYOND -TYPICALMEDIUM DENSITY FIBERBOARDWITH WOOD VENEER -TYPICALWOOD EDGE BAND1" 2476/06400-50 LINE OFVERTICAL SUPPORTBEYONDCABINET -TYPICALSOLID WOOD SCRIBE -MATCH CABINET FINISH3/4"3/4"WOOD BLOCKINGGYPSUM WALLBOARD1 1/2" 2476/06400-18 GYPSUM WALLBOARDSOLID WOOD SCRIBE - MATCHCABINET FINISHWOOD BLOCKINGCABINET -TYPICAL3/4" 2476/06400-23 STONE BACKSPLASHWOOD BLOCKINGTHINSET ADHESIVE1/8" SPACERCONTINUOUS SANDED CAULKSTONE COUNTERTOPPLYWOOD SUB-COUNTERTOPMEDIUM DENSITY FIBERBOARDWITH WOOD VENEER -TYPICAL2501-06400-26 MEDIUM DESITY FIBERBOARD WITHWOOD VENEER OR PAINTED TO MATCHADJACENT CASEWORK (TYPICAL)14"" PLYWOOD (TYPICAL)STEEL SHELF BRACKETSPACED 16" ON CENTERGYPSUM BOARD1/4" STEEL PLATERECESSED INTOWOOD FRAMINGWOOD FRAMING2"CASEWORK AT CEILINGOPEN ADJUSTABLE SHELVINGXref 06400-06.dwg2432/06400-09 STONE / SOLID WOOD -VARIESADHESIVEPLYWOODSUB-COUNTERTOP(TYPICAL)2"PLAN VIEW1/2"3/4"CASEWORKSCRIBE 3" AT KITCHEN ISLANDSHELFSOLID WOOD EDGEMEDIUM DENSITY FIBERBOARD -TYPICALWOOD TRIMWOOD FLOORING1 1/2"4"1 1/2"2432/06400-17 8°6"1 1/2"3/4"SOLID WOODEDGEMEDIUM DENSITYFIBERBOARD WITHWOOD VENEERCONFIRM CLEARANCEWITH OWNER 2476/06400-28 LINE OF VERTICALSUPPORT BEYOND -TYPICALPLYWOOD SHEATHING -TYPICALMEDIUM DENSITYFIBERBOARDWITH WOOD VENEER -TYPICAL1 1/2"WOOD BLOCKINGGYPSUM WALLBOARD -TYPICALSCALE166"= 1'-0"2340/06430-03 34" THK. SOLID WOOD TREAD - TYPICALSTEEL TUBE: SEESTRUCTURALTUBE STEELSTRINGER: SEESTRUCTURALSTEEL TUBE: SEE STRUCTURAL34" THK. SOLIDWOOD TREAD, TYP.3 1/2" 3 1/2" MAX 1'-0"TUBE STEEL STRINGER BEYOND: SEE STRUCTURALAA3 1/2"2"1 1/2"FACE OF WALL FINISH WALL FRAMINGSTAIR TREAD / STRINGER2340/06430-06 3'-6" 2'-10" 4"1" 1 5/8" 1"WOOD TREAD: SEEADDITIONAL DETAILFOR INFORMATION1.5" WIDE BY 2" TALLCONTINUOS STEEL PLATE ,POWDER COATED TO BE OILRUBBED BRONZE FINISHTUBE STEEL STRINGER:FINISH TO BE CONFIRMED(BLACK OXIDIZED?)12" TEMPERED CLEAR GLASS1" X 3" WOOD CAP AT GLASSGUARD (MATCH TREAD FINISH)STEEL BRACKET:1/2" SQUARE STEEL(DARK OXIDIZED FINISH)1 1/2"MIN.1" WIDE BY 3/8" THK.CONTINUOUS STEEL PLATE.(DARK OXIDIZED FINISH)RECESSED INTO WOOD HANDRAIL1-1/2" WIDE BY 2" DEEP TUBESTEEL POSTS BEYOND, FINISH TOBE CONFIRMED (BLACK OXIDIZED?:SEE RENDERING FOR POSTFREQUENCYTOP / BOTTOMCAPPEDGLASSGLASS WOOD HANDRAIL PLAN VIEWSECTIONELEVATIONVIEWSTAIR GUARDRAIL2340/06430-07OPEN 3/4"2" WIDE BY 1" THICKCONTINUOS STEEL PLATE ,POWDER COATED TO BE OILRUBBED BRONZE FINISH4 1/8" WIDE BY 3/4" THICK STEELPOSTS, POWDER COATED TO BEOIL RUBBED BRONZE FINISH:SEE INTERIOR ELEVATION ONSHEET A6.05 FOR FREQUENCYOF POSTSTUBE STEEL STRINGER - SEESTRUCTURAL DRAWINGS:FINISH TO BE CONFIRMED(BLACK OXIDIZED?)1 5/8"SCALE73"=1'-0"INTERIOR GLASS GUARDRAILPLYWOOD SHEATHINGSTAINLESS STEELTOP CAP RAILFRAMINGGYPSUM BOARDPLYWOOD SHEATHINGGUARDRAIL ASSEMBLYFLOOR FINISHDETAILS A9.027417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 23, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. SCALE1N/ASCALE26"=1'-0"SCALE33"=1'-0"SCALE46"=1'-0"SCALE56" = 1'-0"SCALE66"=1'-0"SCALE76"=1'-0"SCALE8N/ASCALE93/4"=1'-0"SCALE103"=1'-0"SCALE123"= 1'-0"SCALE146"= 1'-0"SCALE206" = 1'-0"SCALE186" = 1'-0"SHOWER GLAZING AT WINDOW / SLIDING DOORLOCATION OF SWITCHES / OUTLETSMASTER BATH SHOWER STEPSCALE196"=1'-0"-SHOWER NICHETYPICAL INTERIOR FLOOR TRANSITIONSCALE163"= 1'-0"SHOWER CURBINTERIOR WALL: GYP. BOARD2432/09400-04 GLASS SHOWERENCLOSUREMETAL SHOEWATERPROOFINGMEMBRANESUB FLOORMORTAR BEDSTONE OR TILECONTINUOUS SEALANT(TYPICAL)SHOWER PANMORTAR BEDSLOPE4"EQ.EQ.3"2432/09540 TILE OR STONEADHESIVECEMENTITIOUS BACKER BOARDWOOD FRAMING(TYPICAL)4"2476/09640-02 TILE / STONE FLOOR -TYPICALTHINSETADHESIVE -TYPICALMORTAR BED -TYPICALPLYWOODSUBFLOORINGHARDWOOD FLOORING:GLUE AND NAIL PERINDUSTRY STANDARDSEPOXY GROUTTHRESHOLDALIGNVAPOR BARRIER UNDERLAYMENT / BUILDING PAPERBATTINSULATIONFRAMINGGYPSUM BOARD,WATER RESISTANTFIRECODE CORENOTE: INTERIOR ONE-HOUR ASSEMBLY UL #305GYPSUM WALLBOARDBLOCKING AS REQUIREMETAL SHOETILE OR STONEBOND COATMORTAR BEDTWO LAYERS BUILDINGPAPERCONTINUOUS SEALANTTYPICALGLASS SHOWERENCLOSUREEASED EDGETILE OR STONEALIGNTILE OR STONECONTINUOUS SEALANTTYPICALTUB2476-08710-01 3'-0" 7"6"4"THERMOSTATSWITCHRECEPTACLEDOOR KNOBDOOR FRAMELCLC1'-6"1"1"THUMBTURNCONFIRM WITH OWNERBEFORE PROCEEDINGRECESSED REVEAL BASE AT FLOOR - TYPICAL2432/08500-07EXTERIOR INTERIORGLASSSHOWER ENCLOSUREMETAL SHOECONTINUOUS SEALANT(TYPICAL)STONEADHESIVECEMENTITIOUS BACKERBOARDWOOD FRAMING(TYPICAL)WOODBLOCKINGCONTINUOUS SEALANTAND BACKER ROD(TYPICAL)WINDOW OR SLIDING DOORASSEMBLYPLYWOOD SHEATHINGTWO LAYERS BUILDING PAPERMETAL LATH, IF CEMENT PLASTERSHIM SPACEFLEXIBLE FLASHINGMEMBRANECEMENT PLASTER ORWOOD SIDING1/2"SITE GATEINTERIOR WALL- TILEAS SHOWN ON PLANSMINIMUMTILETHINSET BONDCOATMORTAR BEDGROUT JOINT,AS REQUIREDBATTINSULATIONFRAMINGCEMENTITIOUS BACKERBOARDGLASS SHELVES2432/09400-04 GLASS SHOWERENCLOSUREMETAL SHOEWATERPROOFINGMEMBRANESUB FLOORMORTAR BEDSTONE OR TILECONTINUOUS SEALANT(TYPICAL)SHOWER PANMORTAR BEDSLOPE2" 2432/08200-02 2X2 STEEL TUBE POST ATJAMB AND AT 4FT. MAXIMUMINTERVALS FOR FENCEENCLOSUREWOOD SIDING (WD-1),TYPICALJAMB:WOOD SIDING (WD-1)SLIDING GATE WITH WOODSIDING (WD-1): HORIZONTAL-TYPICAL1X3 ALUMINUM TUB FORGATE FRAME - TYPICALGATE EDGE: WOOD SIDING(WD-1)2X WOOD FRAMING,PRESSURE TREATEDHEAD1"GRADE /TOP OFCONCRETEPAD2X WOODFRAMING,PRESSURETREATED -TYPICALJAMBWOODSIDING(WD-1),TYPICALWOOD CAP:WOOD SIDING(WD-1)SCALE136"=1'-0"TUB DECK / SHOWER ENCLOSURECEMNET PLASTER WALLTYPE X GYPSUM BOARDOFCEMENT PLASTERMETAL LATH2 LAYERSBUILDING PAPERPLYWOODSHEATHINGFRAMINGBATTINSULATIONSTONE AT EXTERIOR WALLFRAMINGPLYWOODSHEATHING2 LAYERSBUILDING PAPEROFMETAL LATHSTONE VENEER-5/8" GREEN BOARD2 X 6 STUD WALL3/4" STONE TILE W/ STAINLESSSTEEL ANCHOR AT EVERY 18"1" MORTAR BED10 1/8"R19 INSULATION, TYP.1/8" GROUT SPACESCRATCH COAT OVER PAPERBACKED METAL LATHEXTERIORINTERIORSTONE AT INTERIOR / EXTERIOR WALL1/2"12"1/2" THICK GLASS SHELF WITHPOLISHED EDGESTONE TILEL METAL BRACKET1/8" REVEAL, TOP AND BOTTOM1/4"X 2" STAINLESS STEEL SHELFSUPPORT ATTACH TO STUD3"EXTERIOR STAIRSTONE TREAD - TYPICALSTEEL TUBE: SEE STRUCTURAL3 1/2" 3 1/2" MAX 1'-0"TUBE STEEL STRINGER BEYOND: SEE STRUCTURALA2340/06430-07 STEEL TUBE: SEESTRUCTURALTUBE STEELSTRINGER: SEESTRUCTURALSTONE TREAD,TYPICAL3 1/2"CONTINUOUS SEALANT ANDBACKER ROD, TYPICALPLYWOOD SHEATHING -TYPICAL2 LAYERS OFBUILDING PAPERMETAL LATH -TYPICALSMOOTH TROWELCEMENT PLASTER, TYPICALASCALE176"=1'-0"DETAILS A9.037417 E. Grovewood Lane Orange, CA 92869 WAHI RESIDENCESEP. 23, 2020© 2020 Hsu McCullough These drawings are created anddeveloped by Hsu McCullough,and are the property of HsuMcCullough. All ideas, designsand plans indicated orrepresented by these drawingswere created and developed foruse in connection with thespecified project.None of suchideas, designs or plans shall beused for any purposewhatsoever without permissionof Hsu McCullough. These areconceptual plans only. Δ Δ DNSWIMMING POOL47'-2" X 17'-8"SPA12'-10" X 6'-6"BENCH / SHELFBENCH / SHELF"BAJA SHELF"27'-8" X 6'-8"WATERFALLTROUGHSWIMMING POOL TROUGH FOR INFINITY EDGE BELOWUPDN2% SLOPE2% SLOPE2% SLOPEDNApril 13 April 13.1PLANTS UPDNDNWMBFMVFSA10.401"211.21"31.001"49.701"51.001"130.501"146.971"1513.4112"164.361"171.001"181.501"199.921"205.021"210.501"221.001"2313.9112"34"1"34"114"114"114"34"34"114"34"114"114"34"34"ZONE 22725 SF LOWZONE 127 SF LOWTREESZONE 518 SF LOWTREESZONE 42365 SF LOWZONE 318 SF LOWTREESZONE 71550 SF LOWZONE 9440 SF LOWZONE 820 SF MEDZONE 1027 SF LOWTREES34"ZONE 1312 SF LOWTREEZONE 141490 SF LOWZONE 151050 SF LOWZONE 1718 SF LOWZONE 1827 SF LOWZONE 191875 SF LOWZONE 20370 SF HIGHZONE 233395 SF LOWZONE 219 SF LOWTREEZONE 2218 SF LOWTREECXSS123469ZONE 241050 SF HIGHPOOL/SPA114"1"69.941"76.341"80.601"91.801"100.401"110.531"120.501"ZONE 6735 SF LOWZONE 1116 SF MEDZONE 1216 SF LOWZONE 16990 SF LOW34"1"34"34"34"34"BP111057834"34"34"1"HYDROZONEPLAN & MWELOLI-5.1WAHI RESIDENCE7414 E GREENWOOD LANEORANGE, CA 92869By initialing below, both partiesunderstand, confirm and accept thecontents of this sheet and this sheetbecomes part of the "ContractDocuments"MSAS SHOWN0feet321/16" = 1'-0"164804-29-21 system ANALYSISGenerated:2021-04-28 09:00P.O.C. NUMBER: 01Water Source Information:City of Orange Water Dept.FLOW AVAILABLEWater Meter Size:1"Flow Available:18.20 gpmPRESSURE AVAILABLEStatic Pressure at POC:70.00 psiElevation Change:5.00 ftService Line Size:1"Length of Service Line:20.00 ftBooster Pump pressure provided:20.00 psiPressure Available:85.00 psiDESIGN ANALYSISMaximum Station Flow:13.91 gpmFlow Available at POC:18.20 gpmResidual Flow Available:4.29 gpmCritical Station:19 Design Pressure:30.00 psi Friction Loss:0.32 psi Fittings Loss:0.03 psi Elevation Loss:0.87 psi Loss through Valve:10.94 psiPressure Req. at Critical Station:42.16 psiLoss for Fittings:0.36 psiLoss for Main Line:3.57 psiLoss for POC to Valve Elevation:16.02 psiLoss for Backflow:12.39 psiLoss for Master Valve:0.74 psiLoss for Water Meter:0.69 psiCritical Station Pressure at POC:75.93 psiPressure Available:85.00 psiResidual Pressure Available:9.07 psiNUMBERMODELSIZETYPEGPMDESIGN PSIPSIPSI @ POCPRECIP1Netafim LVCZS8010075-LF1"Drip Emitter0.403037.6150.084.08 in/h2Netafim LVCZS8010075-HF1"Area for Dripline11.173045.7960.940.39 in/h3Rain Bird PEB-PRS-D1"Bubbler1.003042.6556.871.0 in/h4Netafim LVCZS8010075-HF1"Area for Dripline9.703041.0357.840.39 in/h5Rain Bird PEB-PRS-D1"Bubbler1.003031.3345.551.08 in/h6Netafim LVCZS8010075-HF1"Area for Dripline9.943041.3159.141.3 in/h7Netafim LVCZS8010075-HF1"Area for Dripline6.343038.4854.570.39 in/h8Netafim LVCZS8010075-LF1"Drip Emitter0.603039.7854.851.03 in/h9Netafim LVCZS8010075-LF1"Area for Dripline1.803035.8550.970.39 in/h10Netafim LVCZS8010075-LF1"Drip Emitter0.403035.8756.574.08 in/h11Netafim LVCZS8010075-LF1"Drip Emitter0.533038.0559.621.02 in/h12Netafim LVCZS8010075-LF1"Drip Emitter0.503039.3560.921.02 in/h13Rain Bird PEB1"Bubbler0.503031.059.070.98 in/h14Netafim LVCZS8010075-HF1"Area for Dripline6.973038.268.180.39 in/h15Netafim LVCZ-1501-1/2"Area for Dripline13.403037.0670.961.3 in/h16Netafim LVCZS8010075-LF1"Area for Dripline4.363035.6264.260.39 in/h17Rain Bird PEB1"Bubbler1.003031.3459.461.05 in/h18Rain Bird PEB1"Bubbler1.503031.5459.711.03 in/h19Netafim LVCZS8010075-HF1"Area for Dripline9.923042.1575.560.39 in/h20Netafim LVCZS8010075-HF1"Area for Dripline5.023041.5466.91.3 in/h21Rain Bird PEB1"Bubbler0.503031.0455.210.93 in/h22Rain Bird PEB1"Bubbler1.003031.3255.511.08 in/h23Netafim LVCZ-1501-1/2"Area for Dripline13.913038.3565.820.39 in/hVALVE SCHEDULEGENERAL NOTES1.ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THISWORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALLBE CARRIED OUT BY THE CONTRACTOR. IN CASE OF CONFLICT BETWEEN THE SPECIFICATIONS, DRAWINGS, AND/ORCODE, THE MORE STRINGENT REQUIREMENT SHALL PREVAIL.2.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORECOMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS AREAPPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BEREPORTED TO THE OWNER'S REPRESENTATIVE.3.THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK.4.THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREINBEFORE BEGINNING WORK.5.THE MAINLINE AND SLEEVING IS DIAGRAMMATIC. ALL PIPING IS FOR DESIGN CLARIFICATION ONLY AND SHALL BEINSTALLED WITHIN LIMIT OF WORK BOUNDARIES. AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM, PLANTINGAND ARCHITECTURAL FEATURES.6.IRRIGATION EQUIPMENT AS SHOWN IS DIAGRAMMATIC. INSTALL ALL THE IRRIGATION REMOTE CONTROL VALVES, QUICKCOUPLERS, MASTER VALVES, FLOW SENSORS, BACKFLOWS, AIR/VACUUM DEVICES, BALL VALVES, AND ANCILLARYEQUIPMENT IN SHRUB PLANTING AREAS WHEN FEASIBLE OR AS APPROVED BY OWNER'S REPRESENTATIVE AND THELANDSCAPE IRRIGATION DESIGNER.7.DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THATUNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCHCONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S REPRESENTATIVE PRIOR TO ANY WORK OR THEIRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD REVISIONS DEEMED NECESSARY BY THEOWNER.8.INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TOCOMPLY WITH LOCAL CITY, COUNTY, AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. ACTUALLOCATION FOR THE INSTALLATION OF ANCILLARY EQUIPMENT INCLUDING, BUT NOT LIMITED TO, THE BACKFLOWPREVENTER, PUMP STATION (IF APPLICABLE) AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BYTHE OWNER'S AUTHORIZED REPRESENTATIVE.9.CONTRACTOR IS TO PROVIDE THREE (3) ADDITIONAL PILOT WIRES AND ONE (1) COMMON WIRE TO THE END OF THEMAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. THE ADDITIONAL WIRE SHALL BE EXTENDED 10', MAKING ACOIL TO FIT INSIDE A RECTANGULAR PULL BOX. LABEL THE LID OF THE PULL BOX 'SW'.10.ALL PIPE UNDER PAVED AREAS, HARDSCAPE, OR AS DIRECTED BY OWNERS REPRESENTATIVE TO BE INSTALLED INSLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED. ALL 4" AND SMALLER SLEEVING SHALL BE PVC1220SCH. 40, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-1785-4. ALL 6" AND LARGER SLEEVING SHALLBE PVC1220 CLASS 200 SDR21, TYPE 1, GRADE 2 MATERIAL CONFORMING TO ASTM STANDARD D-2241. SLEEVES TOEXTEND AT LEAST 12" PAST THE EDGE OF PAVING.11.ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICKCOUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL QUICK COUPLER VALVESWITHIN 18" OF HARDSCAPE OR AS NOTED ON PLANS.12.THE IRRIGATION CONTRACTOR SHALL ADJUST THE PRESSURE REGULATOR ON EACH ELECTRIC CONTROL VALVE SO THATTHE SPRINKLER HEAD FARTHEST AND HIGHEST IN ELEVATION FROM ITS RESPECTIVE CONTROL VALVE OPERATES WITHINTHE OPERATING PRESSURE SHOWN ON THE IRRIGATION LEGEND. NOT TO EXCEED FIVE (5) PSI ABOVE THE GIVENOPERATING PRESSURE FROM THE SPECIFIED PRESSURE LOCATED ON THE IRRIGATION LEGEND.13.THE IRRIGATION SYSTEM DESIGN IS BASED ON THE MINIMUM OPERATING PRESSURE AND THE MAXIMUM FLOW DEMANDSHOWN ON THE IRRIGATION DRAWINGS AT EACH POINT OF CONNECTION. THE IRRIGATION CONTRACTOR SHALL VERIFYWATER PRESSURE BY DIRECT FIELD MEASUREMENT PRIOR TO CONSTRUCTION. REPORT ANY DIFFERENCE BETWEEN THEWATER PRESSURE INDICATED ON THE DRAWINGS AND THE ACTUAL PRESSURE READING AT THE IRRIGATION POINT OFCONNECTION TO THE OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT PRESSURE DIFFERENCES ARE NOTREPORTED PRIOR TO START OF CONSTRUCTION, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL RESPONSIBILITYAND COSTS FOR ANY REVISIONS.14.SHOULD FIELD CONDITIONS REQUIRE PIPE INSTALLATION OTHER THAN THAT SHOWN ON PLANS, THE CONTRACTORSHALL LIMIT EXCESS FLOW AND SIZE ALL PIPE NOT TO EXCEED A VELOCITY OF 5 FEET PER SECOND (FPS) IN PVC PIPE ANDCAST IRON PIPE. FLOW THROUGH ANCILLARY EQUIPMENT, STEEL AND COPPER PIPE SHALL NOT EXCEED A VELOCITY OF7.5 FPS. ALL ADJUSTMENTS SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER.15.ELECTRICAL POWER SOURCE FOR THE IRRIGATION CONTROLLER AND/OR BOOSTER PUMP (IF APPLICABLE) SHALL BEPROVIDED UNDER THE ELECTRICAL SECTION OF THE SPECIFICATIONS. IT SHALL BE THE RESPONSIBILITY OF THEIRRIGATION CONTRACTOR TO COORDINATE ELECTRICAL SERVICE WITH THE GENERAL CONTRACTOR AND SHALL MAKETHE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER AND/OR BOOSTER PUMP.16.LANDSCAPE CONTRACTOR SHALL PROVIDE CLIENT WITH "AS BUILT" IRRIGATION ZONE PLAN CONTAINING ALL IRRIGATIONZONES, VALVE BOXES, MAIN LINES, HOSE BIBS, CONTROLLER, AND MASTER ASSEMBLY.17.THE IRRIGATION DESIGNER OR LANDSCAPE DESIGNER OR LANDSCAPE ARCHITECT SHALL NOT BE RESPONSIBLE UNDERANY CIRCUMSTANCES FOR THE QUALITY OR TIMELINESS OF PERFORMANCE OF THE WORK INCLUDING BUT NOT LIMITEDTO THE INSTALLATION OF THE BACKFLOW PREVENTION ASSEMBLY MAINLINE, LATERALS, VALVES, SPRINKLER HEADS,DRIP IRRIGATION EQUIPMENT, CONTROL WIRE, CONTROLLERS AND SENSORS (if applicable). THE RESPONSIBILITY FORSAME SHALL REST WITH THE CONTRACTOR PERFORMING THE WORK.OWNERS RESPONSIBILITY18.THE OWNER IS RESPONSIBLE FOR THE SCHEDULING OF THE IRRIGATION SYSTEM TO MEET HORTICULTURALREQUIREMENTS AND TO INSURE THAT EXCESSIVE SOIL SATURATION AND/OR SOIL EROSION DOES NOT OCCUR.19.THE OWNER IS RESPONSIBLE FOR MAINTENANCE OF THE IRRIGATION SYSTEM.20.IT IS THE OWNER'S RESPONSIBILITY TO INSPECT THE IRRIGATION SYSTEM PERIODICALLY TO INSURE THAT THE SYSTEM ISOPERATING EFFICIENTLY AND THAT ALL NECESSARY REPAIRS ARE MADE TO PROTECT THE HEALTH, SAFETY ANDWELFARE OF THE PUBLIC.PRESSURE REGULATING DEVICES ARE REQUIRED IFWATER PRESSURE IS BELOW OR EXCEEDS THERECOMMENDED PRESSURE OF THE SPECIFIED DEVICES.CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIREDON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGECOULD OCCUR.A DIAGRAM OF THE IRRIGATION PLAN SHOWINGHYDROZONES SHALL BE KEPT WITH THE IRRIGATIONCONTROLLER FOR SUBSEQUENT MANAGEMENTPURPOSES.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUTAND CERTIFIED BY EITHER THE DESIGNER OF THELANDSCAPE PLANS, IRRIGATION PLANS, OR THELICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED ATTHE TIME OF THE FINAL INSPECTION.GENERAL IRRIGATION NOTES:I HAVE COMPLIED WITH THE CRITERIA OF THEORDINANCE AND APPLIED THEM FOR THE EFFICIENT USEOF WATER IN THE LANDSCAPE DESIGN PLANS.AT THE TIME OF FINAL INSPECTION, THE PERMITAPPLICANT MUST PROVIDE THE OWNER OF THEPROPERTY WITH A CERTIFICATE OF COMPLETION,CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULEOF LANDSCAPE AND IRRIGATION MAINTENANCE.UNLESS CONTRADICTED BY A SOILS TEST, COMPOST ATA RATE OF MINIMUM OF FOUR CUBIC YARDS PER 1,000SQUARE FEET OF PERMEABLE AREA SHALL BEINCORPORATED TO A DEPTH OF SIX INCHES INTO THESOIL.A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIEDON ALL EXPOSED SOIL SURFACES OF PLANTING AREASEXCEPT TURF AREAS, CREEPING OR ROOTINGGROUNDCOVERS, OR DIRECT SEEDING APPLICATIONSWHERE MULCH IS CONTRAINDICATED.CONTROL OF IRRIGATION WATER IS A NECESSARY PART OF SITEMAINTENANCE. SOGGY GROUND AND PERCHED WATER MAYRESULT IF IRRIGATION WATER IS EXCESSIVELY APPLIED.IRRIGATION SYSTEMS SHOULD BE ADJUSTED TO PROVIDE THEMINIMUM WATER NEEDED. ADJUSTMENTS SHOULD BE MADE FORCHANGES IN CLIMATE AND RAINFALL.SLEEVES ARE REQUIRED FOR ALL IRRIGATION PIPING INSTALLEDUNDER OR THROUGH PAVING/RETAINING WALLS. REFER TOIRRIGATION SLEEVE SIZING CHART SHOWN ON THIS SHEET.IT IS RESPONSIBILITY OF THE CONTRACTOR TO FAMILIARIZE HIM/HERSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAININGWALLS, FOOTINGS AND COORDINATE THIS WORK WITH OTHER TRADES.A SOILS REPORT HAS NOT BEEN PROVIDED. THIS IRRIGATIONDESIGN ASSUMES THE PROPERTY IS SITED ON LOAM SOILS. IF THISIS NOT THE CASE, PLEASE CONTACT IRRIGATION DESIGNERIMMEDIATELY FOR REDESIGN.By initialing below, both partiesunderstand, confirm and accept thecontents of this sheet and this sheetbecomes part of the "ContractDocuments"IRRIGATIONNOTESLI-5.2WAHI RESIDENCE7414 E GREENWOOD LANEORANGE, CA 92869MSNTS04-29-21 2" MIN.SECTION VIEW - N.T.S.INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREASUNLESS OTHERWISE NOTED.NOTE:3" MIN.PVC LATERAL LINELENGTH AS REQUIREDSCH 80 PVC T.O.E. NIPPLEPER SPECS.PVC MAINLINE PIPE3/4" ROCK, 3 CUBIC FTBRICK SUPPORTSLANDSCAPE FABRICBOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPEPLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWNCOVER, USE STAINLESS BOLT, NUT, AND WASHER.EDGE. HEAT BRAND "RCV SEQUENCE" ONTO LID.ADAPTERVALVE ID TAGSWIRE CONNECTORS,REMOTE CONTROL VALVE, SEE LEGEND FOR SPECS.SCH. 40 PVC ELBOW (FEMALE X FEMALE)SCH 80 PVC UNIONFINISHED GRADESCH 40 PVC FEMALEIN SHRUB AREASB1111/2"FINISHED GRADE IN TURF AREASSCH 80 PVC NIPPLE, TYP.SECTION VIEW - N.T.S.- IF WYE STRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS.NOTE:- ALL MATERIAL INSTALLED ABOVE GROUND SHALL BE PAINTED FRAZEE "BLACKSMITH" COLORSECTION VIEW - N.T.S.- USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH FROM UP-STREAM SIDE OF - INSTALL CONTROL VALVES A MINIMUM OF ONE FOOT APART IN SHRUB AREAS THE MASTER VALVE ASSEMBLY. UNLESS OTHERWISE NOTED.NOTE:2" MIN.3" MIN.BACKFLOW PER SPECS.PVC MAINLINE PIPE FROMSHC 80 PVC UNIONSCH 80 PVC NIPPLE, TYP.3/4" ROCK, 3 CUBIC FT.LANDSCAPE FABRICBOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPEPLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWNCOVER, USE STAINLESS BOLT, NUT, AND WASHER.EDGE. HEAT BRAND "MCV" ONTO LID.SENSOR, PIPE PER SPECS.MASTER CONTROL VALVE, SEE LEGEND FOR SPEC.PVC MAINLINE TO FLOWADAPTER, 2 REQUIREDVALVE ID TAGSWIRE CONNECTORSFINISHED GRADEPVC SCH 40 FEMALEIN SHRUB AREASBRICK SUPPORTSMV11/2"FINISHED GRADE IN TURF AREASSECTION VIEW - N.T.S.PLAN VIEW - N.T.S.- INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE- BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALLATION AT MAIN LINE DEPTH.NOTE:2" MIN.FLOW3" MIN.SCH. 80 UNIONBALL VALVEVALVE BOXPRESSURE SUPPLY LINESCH. 80 NIPPLE3/4" ROCK, 3 CUBIC FT.LANDSCAPE FABRICSCH. 80 PVC MALE ADAPTER BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPECOVER, USE STAINLESS BOLT, NUT, AND WASHER.PLASTIC RECTANGULAR VALVE BOX WITH BOLT DOWNDEPTH AS PER SPECS.FINISHED GRADEPRESSURE SUPPLY LINEIN SHRUB AREASBRICK SUPPORTSBALL VALVE, SEE LEGEND FOR SPECIFICATION11/2"EDGE. HEAT BRAND "BV" ONTO LID.FINISHED GRADE IN TURF AREAS12"BSECTION VIEW - N.T.S.ALL PLASTIC PIPING SHALL BE SNAKED WITHIN TRENCH.BUNDLE WIRING AND WRAP WITH TAPE AT TEN FOOT INTERVALS.ALL MAINLINE PIPING TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERSADIMENSIONINSTALLATION SPECIFICATIONS.NOTE:4" TO 6" IN SIZE1/2" TO 3" IN SIZE24"18"CBCCCAC4"4"FINISH GRADESPECIFICATIONSPRESSURE MAINLINE, SEECONTROL WIRES, SEE SPECS.LATERAL LINES, SEE SPECS.UNDISTURBED SOILCLEAN COMPACTED BACKFILLCUNDISTURBEDSOIL90 DEGREE ELLCONCRETETHRUST BLOCK(TYP)IRRIGATIONPIPETEE45 DEGREE ELLREDUCING TEENOTE:THRUST BLOCKS TO BE A MINIMUM OF 1 CUBIC FEET CONCRETE.REFER TO MANUFACTURER RECOMMENDATIONS FOR CONFIGURATIONS NOT SHOWN.PRIOR TO THRUST BLOCKING, WRAP FITTINGS USING AWWA C209 APPROVED TAPE.EDGE OF LAWN, WALK, FENCE,PLANTING AREACURB, ETC.12"TOP VIEW TO PREVENT DAMAGING VALVE BOXES. 4. AVOID HEAVILY COMPACTING SOIL AROUND BOXES 3. SET BOXES PARALLEL TO EACH OTHER AND PERPENDICULAR 2. SET BOXES IN GROUND COVER/SHRUB AREA WHERE POSSIBLE.NOTES: 1. CENTER BOXES OVER VALVES.RECTANGULAR VALVE BOX (TYP)ROUND VALVE BOX12" TO EDGE.12"12"FLOW3/4" PRV 45 PSI HFVALVE 1" FPTREMOTE CONTROLPVC MAINLINE2" MINIMUMCLEARANCE12" x 18"LATERAL LINEPVC OR POLYVALVE BOX1 CU. FT. PEAGRAVEL SUMP(1- EA. CORNER)BRICK SUPPORT3/4" DISC FILTER1" x 3/4" SCH 40RED BUSHING TxT© Copyright 2003NETAFIM IRRIGATION INC.3/4" GRAVEL SUMP(1 CUBIC FOOT)Techline® CV LATERAL(OR EXHAUST HEADER)12" MIN.SCH 80 PVC NIPPLE 6" MIN.1 CUBIC FT, 2 REQUIREDCONCRETE THRUST BLOCKPVC MAINLINEBRASS UNION, 2 REQUIREDSCH 80 PVC FEMALE ADAPTERR/P DEVICE SEE LEGENDFOR SPECIFICATIONBRASS ELL, 4 REQUIREDBRASS NIPPLES MIN. 4" TYP.PVC MAINLINE TO MASTER VALVEBRASS RISERS LENGTH AS REQ.BRASS BALL VALVE TYP.24"FINISH GRADEFLOWPRESSURE REGULATORWYESTRAINERWILKINS MODEL YB-100WILKINS MODEL 50032FINISH GRADE/TOP OF MULCHROOT WATERING SERIES: RAIN BIRD RWS SERIES (1 OF 2 SHOWN, MORE POSSIBLE)SWING ASSEMBLY (INCLUDED) (1 OF 2 SHOWN, MORE POSSIBLE)1/2-INCH MALE NPT INLET (INCLUDED,1 OF 2SHOWN, MORE POSSIBLE)PVC SCH 40 TEE OR EL (1 OF 2 SHOWN, MORE POSSIBLE)PVC OR POLYETHYLENE LATERAL PIPEOPTIONAL RWS SAND SOCK (RWS-SOCK) FORSANDY SOILS (1 OF 2 SHOWN, MOREPOSSIBLE)PLANT ROOT BALL45678NOTES:1. POSITION 2-3 UNITS (OR MORE) EVENLY SPACED AROUND PLANT. FOR NEW TREES PLACE NEAR ROOT BALL.FOR EXISTING TREES PLACE HALF THE DISTANCE BETWEEN CANOPY EDGE AND TREE TRUNK.2. INSTALL PRODUCT WITH TOP EVEN WITH GROUND SURFACE.3. RWS SERIES AVAILABLE IN THE FOLLOWING MODELS:RWS (NO BUBBLER/EMITTER INCLUDED)RWS-B-C-1401 (0.25 GPM, CHECK VALVE)RWS-B-1401 (0.25 GPM)RWS-B-X-1401 (0.25 GPM, 18" SWINGASSEMBLY)RWS-B-C-1402 (0.5 GPM, CHECK VALVE)RWS-B-1402 (0.5 GPM)RWS-B-C-1404 (1.0 GPM, CHECK VALVE)RWS-B-C-1408 (2.0 GPM, CHECK VALVE)4. WHEN INSTALLING IN EXTREMELY HARD OR CLAY SOILS, ADD 34" GRAVEL UNDER AND AROUND THE UNIT TOALLOW FASTER WATER INFILTRATION AND ROOT PENETRATION.5. ONCE RWS HAS BEEN INSTALLED FILL THE BASKET WITH PEA GRAVEL BEFORE LOCKING LID.1Techline SHUT-OFFVALVE #TLSOV (BLANKTUBING MAY BEATTACHED TOOUTLET)VALVE BOX (INSTALLPER SPECS)BRICK SUPPORTS(THREE)1.INSERT WIRES THROUGH HOLES IN BASEOF BODY.2.STRIP WIRES APPROXIMATELY 5/8" FROMEND AND TWIST TOGETHER.3.PUT CRIMP SLEEVE ON TWISTED WIRESAND USE INDENT-TYPE CRIMPING TOOL TOSECURE. TRIM EXCESS BARE WIRE.4.PLUG PRE-FILLED WITH WATERPROOFSEALANT.5.INVERT BODY AND INSERT PLUG INTOBODY UNTIL IT SNAPS TIGHT.6.PUSH WIRES ALL THE WAY INTO PLUGTO COMPLETELY SEAL THE CRIMP SLEEVE.NOTES:USE SPEARS #DS-400 DRI-SPLICE WIRECONNECTOR KIT OR APPROVED EQUAL. MAKEALL WATERPROOF WIRE CONNECTIONS PERTHE MANUFACTURER'S DIRECTIONS.651234LI-5.3MSBy initialing below, both partiesunderstand, confirm and accept thecontents of this sheet and this sheetbecomes part of the "ContractDocuments"AS SHOWNIRRIGATIONDETAILS7417 E. GROVEWOOD AVE.ORANGE, CA 9286904-29-21 FINISH GRADETechline 180 2-WAY TEETechline TUBINGSEE SPECS3/4" SCH 80 PVC NIPPLEPVC TEE (SxSxT)PVC PIPINGMF2" TO 4" FROM EDGEMANUAL FLUSH VALVEPLUMBED TO PVC OR POLYPERIMETER LATERALSPVC OR POLY EXHAUST HEADERAREA PERIMETERCONNECTIONTechline STARTMALE ADAPTERPVC OR POLY SUPPLY HEADERREMOTE CONTROLFILTER AND PRVVALVE WITH DISC® ®TRANSITION POINT18"MFMANUAL LINE FLUSHING VALVE PLUMBED TO PVC OR POLYINSERT TEE (TYP)MODEL: TLTEE17mm BLANK TUBINGEXHAUST HEADER6-INCH SOIL STAPLE (TYP)MODEL: TLS6TREE TRUNKFLOW, DRIPPER SPACING,Techline® CV DRIP TUBING.SCH. 40 PVC 1/2-INCH FEMALE THREADED TEESCH. 40 PVC DRIP LATERAL(SIZE PER FLOW)INSERT CROSS (TYP)MODEL: TLCROS1/2-INCH MALE ADAPTERMODEL: TL050MA17mm BLANK TUBINGSUPPLY HEADERNOTES TO INSTALLER:1. INSTALL FIRST Techline® CV LOOP 18-INCHES FROM EDGE OF TREE TRUNK. ADD & INSTALLEACH ADDITIONAL LOOP AT 12" ON CENTER UNTIL PAST ROOTBALL & EDGE OF BOX..2. INSTALL Techline® CV TUBING ON SURFACE TO A MAXIMUM OF 6-INCHES BELOW GRADE IFAVAILABLE SPACE EXISTS, STAPLE IN PLACE PER MANUFACTURER'S RECOMMENDATION,BACKFILL, AND SPREAD SURFACE TREATMENT AS DIRECTED BY OTHERS.3. INSTALL Techline® CV IN ACCORDANCE WITH NETAFIM INSTALLATION GUIDELINES.Techline®CV DRIP LINE SPACING ON GRADEMODEL: TLSOVAS INDICATED ON IRRIGATION PLANMODEL: TLCV0MODEL: TLCV018"TYP.AS INDICATED ON IRRIGATION PLAN- INSTALLATION OF TUBING & LAYOUT SHALL BE APPROVED, ON SITE BY THE ARCHITECT, PRIOR- DRIPPERLINE TUBING SHALL BE INSTALLED IN PARALLEL ROWS. STAPLES 5 FEET ON CENTER TO PREVENT SURFACING OF TUBING DURING BACKFILL.- INSTALL TUBING AT CONSISTANT DEPTH BELOW GRADE. SECURE TUBING WITHNOTE:12"4"9" LONG, 5 FEET ON CENTEREPOXY COATED WIRE STAPLEPVC LATERAL LINE PIPE ORSCH. 40 PVC SxSxT TEE FITTINGLATERAL x LATERAL x 1/2" SIZELENGTH AS REQUIREDEND NIPPLE, 3/4" SIZEAMMENDED SOILTECHLINE DRIPLINEINSTALL 4" MIN. (6" MAX.) BELOW GRADEPVC SCH. 80 TECHLINE 180 2-WAY TEEFINISHED GRADE TO BACKFILLING OR MULCH COVER.BLANK POLYETHELENE TUBING78912341.PVC MAINLINE PER IRRIGATION LEGEND (PLAN SIZE)2.DRIP VALVE ASSEMBLY PER IRRIGATION LEGEND3.PVC LATERAL (OR BLANK POLY TUBING IF LESS THAN 5 GAL/MIN) LINE PER IRRIGATION LEGEND(PLAN SIZE) - FROM VALVE TO PLANTED AREA AND THROUGH THE MIDDLE OF THE PLANTED AREA4.SCH 40 PVC CROSS OR TEE WITH FITTINGS AS NEEDED TO CONNECT AND INSTALL POLY TUBINGTHROUGH THE PLANTS5.MANUAL FLUSH VALVE PER IRRIGATION LEGEND OR FLUSH VALVE DETAIL6.EXTEND PVC LATERAL LINE (OR BLANK POLY TUBING) THROUGH PLANTER AREA AS NECESSARYTYPICAL7.TYPICAL SHRUB PER PLANTING PLAN.8.DRIP LINE POLY TUBING PER IRRIGATION LEGEND / PLAN - SNAKE TUBING THROUGH PLANTEDAREAS AND STAPLE DOWN PER DETAIL - ALSO APPLIES TO IN-LINE DRIP LINE TYPE TUBING9.DRIP EMITTER PER IRRIGATION LEGEND10.NETAFIM IN-LINE CHECK VALVE (TLCV050M1-B) w/2 ea NETAFIM MALE ADAPTERS (TL050MA), w/2ea UV 12" THREADED COUPLINGS (SPEARS 430-005UV) . USED ON SIDE WHERE ELEVATION CHANGE ISGREATER THAN 4'.NOTES:RUN LATERAL LINE TO AND THROUGH THE APPROXIMATE CENTER OF PLANTS TO BE IRRIGATED. USECROSS OR TEE FOR CONNECTION TO LATERAL LINE AS NECESSARY TO EXTEND POLY TUBING TODRIP EMITTER LOCATIONS. INSTALL FLUSH VALVE AT THE TERMINAL END OF ALL POLY TUBING RUNS.WHEN POLY TUBING RUNS IN MULTIPLE DIRECTIONS, INSTALL A FLUSH VALVE AT THE END OF EACHAND EVERY LINE . DO NOT EXCEED MAXIMUM FLOW THROUGH POLY TUBING PER MANUFACTURER'SCATALOG.PLAN VIEWFV65FV510EDGE OF PAVING. HEADER OR BUILDING WALL.12.11.QUANTITY OF (4) -BRICK FOR STABILIZATION9.8.7.6.5.4.3.2.MAINLINE TO THE RCV'SCONDUIT BUSHING.FLOW SENSOR.FINISH GRADE.IRRIGATION MAINLINE FROM MASTER VALVE 1-1/4" ELECTRICAL CONDUIT AND SWEEP ELBOWWATERPROOF DRY SPLICE CONNECTOR.FLOW SENSOR CABLE P-7162D10.UPSTREAM5 x PIPE MIN.DOWNSTREAM10 x PIPE MIN.CHRISTY'S TAG #ID-MAX-P2-RC1P2.1.RECTANGULAR PLASTIC VALVE BOX54123111261. CLOSE-COUPLED CENTRIFUGAL PUMP,STAINLESS STEEL FITTED.2. NEMA 4X SIMPLEX CONTROL PANEL FORAUTOMATIC OPERATION.3. STAINLESS 1/4 TURN BALL VALVE4. 1.5 INCH TYPE 304 STAINLESS STEEL.5.STAINLESS UNION ADAPTER.6.PRESSURE GAUGE, 2 1/2" DIAL, LIQUIDFILLED, STAINLESS CASE, 0 - 200 PSI.7.CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALLINLET AND OUTLET PIPING; BRASS OR CAST IRON. WRAPWITH 20 MIL TAPE; DOUBLE WRAP8.CONCRETE THRUST BLOCKS WHERE APPLICABLE9.MAIN POWER CONDUIT.10.IRRIGATION CONTROLLER SIGNAL CONDUIT.11.MARINE GRADE ALUMINUM ENCLOSURE.MEASURES 20"D X 30"L X 32"H12.STRUCTURAL ALUMINUM BASEPLATE.13.QUICK PAD SUPPORT PAD - MEASURES 35' X 22"13PUMPHANDOFFAUTO8910730"32" 35"®PVC OR POLY MALE ADAPTERPVC OR POLY SUPPLYREMOTE CONTROL VALVEWITH DISC FILTER AND PRVMF2" TO 4" FROM EDGEMANUAL LINE FLUSHING VALVE PLUMBED TO PERIMETER LATERALSMFMFTOP OF SLOPE (13.5' ELEVATION)EXHAUST HEADERPVC OR POLYTOE OF SLOPE (0' ELEVATION)HEADERAREA PERIMETER4.5'4.5'4.5'IN-LINE SPRING CHECKVALVE TO DISCOURAGELOW-HEAD DRAINAGE (TYP.)ADDITIONAL 25% SPACING OVERCONVENTIONAL FOR LOWEST TIERTechline®Techline®Techline® CV TUBING RECOMMENDED SPACING START CONNECTION LI-5.4MSBy initialing below, both partiesunderstand, confirm and accept thecontents of this sheet and this sheetbecomes part of the "ContractDocuments"IRRIGATIONDETAILS & PUMPSPECIFICATIONSWAHI RESIDENCE7414 E GREENWOOD LANEORANGE, CA 92869NTS04-29-21 PRIVATE RESIDENCE - PART 1 - GENERAL1.1RELATED DOCUMENTSA.Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to thisSection.1.2 WORK INCLUDEDA.Provide all labor, materials and equipment required to complete the irrigation sprinkler work indicated on the drawings and specified herein.1.3 EXAMINATION OF DRAWINGS AND SITEA.Drawings: Drawings are diagrammatic. Avoid conflicts between irrigation systems, planting, architectural features and utilities. Install plumbing in plantingareas wherever possible.B.Fittings: Drawings do not indicate all offsets, fittings, sleeves, etc. which may be required by structural and finished conditions. Provide fittings required tomeet these conditions.C.Field Conditions: Provide written notification to Owner's's Representative of field conditions such as obstructions, grade differences or discrepancies indimensions. Start of irrigation work shall indicate acceptance of field conditions encountered and acceptance of responsibility for revisions necessarybecause of field conditions.D.Grading: Verify that grading has been completed before starting irrigation work.E.Utilities: When working near existing utilities excavate in such a manner as to prevent damage to said utilities. Repair damage to utilities caused by irrigationwork as approved and at Contractor's expense. Check existing utility drawings for locations.1.4 SITE REVIEWSA.Construction Reviews: Provide at least 48_hour advance notification for the following reviews:1. Pressure supply line installation and testing.2. System layout and materials review.3. Coverage tests: Prior to landscape planting.4. Final review.1.5 SUBMITTALSA.List of Materials: Submit for approval a complete list of materials with manufacturers' names and numbers and descriptive literature marked for each item,including but not limited to the following:Hose swivelsValve box, cap and sleeveWire and connectorsRemote control valvesPipe and fittingsSprinkler headsQuick coupling valvesCouplersType of pipe solventCheck valves Drip tubingB.Test Data: Submit written, dated certification that PVC pipe and fittings have passed the following tests:1.Acetone Test: Immersion in 72.4 degrees F, 90% pure, anhydrous acetone for 20 minutes with no evidence of flaking or delamination on the inner or outerwalls of the pipe. Softening or swelling shall not constitute failure.2.Flattening: Flatten sample between parallel plates of a press to 40% of the pipe outside diameter with no evidence of cracking, splitting or breaking.C.Controller Chart1.Approval: Secure approval of chart prior to final review of irrigation system.2.System Chart: Submit chart. Reduce blackline print of approved record drawing to 7" x 91/2" to fit on controller door.3.Valve Identification: Identify area of coverage of each remote control valve with a distinctly different pastel color marked over entire area of coverage.4.Sealing: Seal approved chart hermetically between two layers of 20 mil_thick plastic sheet.D.Operating and Maintenance Manual1.Manuals: Provide six (6) manuals detailing operation and maintenance requirements for irrigation system ten (10) days prior to completion of work, withsufficient detail to permit maintenance personnel to understand, operate and maintain the equipment.2.Contenta.Index sheet, with irrigation installer's name, address, telephone number and name of contact person.b.Equipment list with the following information for each item installed:1) Manufacturer's name.2)Make and model number.3)Name and address of local manufacturer's representative.c. Spare parts list.d. Detailed operating and maintenance instructions for equipment.E.Record Drawings: Provide record drawings of the irrigation system.PART 2 PRODUCTS2.1 PLASTIC PIPE AND FITTINGSA.Polyvinyl Chloride (PVC) Pipe: ASTM D1784 or ASTM D2241 solvent weld type, virgin PVC compound, 2000 psi hydrostatic design stress rate, schedule 40,marked with manufacturer's name, size, class rating, date extruded, and NSF seal of approval.B.Fittings: Schedule 40, injection molded, ASTM D1784 PVC, with injection molded thread and side_gated tees and ells.C.Threaded Nipples and Risers: Schedule 80 PVC, with molded threads.2.2 JOINTS CEMENT AND JOINT PRIMERA.100% active solvent, blue.2.3 ELECTRICAL WIRINGA.Low Voltage Conductors: Direct burial, type UF, No. 14 AWG wire, for connections between controller and remote control valves. Use different color wire foreach control valve.B.Splice Connectors: Rainbird, Pen_Tite or equal.C.Neutral (Common) Wires: White.2.4 VALVESA.Hose Bibbs: As (if) noted on drawings.B.Check Valves1.Swing check valves up to 2" on non_pressure lines: Bronze or plastic, 100 psi SWP.2.Antidrain Valve: Plastic, with soft composition disc and stainless steel internal parts; spring tension adjustable from 4 psi to 15 psi.C.Remote Control Valves: Spring loaded, packless diaphragm activated, normally closed type with bleeder valve.1.Valve solenoid: 24 a.c., 4.5 watt maximum 500 milliamp maximum surge, corrosion proof stainless steel construction, epoxy encapsulated as a singleintegral unit.2.5 DRIP IRRIGATION: As noted on drawings.2.6 SPRINKLERS: As noted on drawings.2.7 VALVE BOXES:A.Valve boxes shall be fabricated from a durable plastic material resistant to weather, sunlight and chemical action of soils, with black covers. For hardscapeinstallation, reinforced concrete material.B.Remote control valves, flow sensors, and master control valves shall be installed in rectangular boxes, Ametek or approved equal, with bolt down hingedcovers.C.Quick coupling valves (If specified) and flush-out assemblies shall have 10 inch round plastic boxes with exterior as required to properly protect valve,Ametek or approved equal.2.8 OPERATING AND MAINTENANCE TOOLSA.Wrenches: Two, for disassembly and adjustment of each type of sprinkler head supplied.B.Hose Bibb Key (if applicable)C.Valve box keys: Three.D.Soil probe: 36" long, 1" diameter, heavy duty stainless steel, with integral handle. Oakfield Model B, or equal (no known equal).2.9 AUTOMATIC CONTROLLER: As noted on drawings.2.10 BACKFLOW PREVENTION ASSEMBLY: As noted on drawingsPART 3 - EXECUTION3.1 MATERIALS HANDLING: Load, unload, handle and store material to avoid damage. Transport so lengths of pipe lie flat. Do not install dented ordamaged pipe.3.2 WATER SERVICE CHANGEOVER: Make cold taps to existing line as indicated on the drawings.3.3 TRENCHING AND BACKFILLINGA.General: Perform trenching and backfilling as specified in Section 02210. Maintain bottom of trenches flat to permit piping to be supported on an even gradecontinuously for full run.B.Coverage Above Pipe: Provide the following depth of cover:1.Pressure supply lines 2 1/2" and smaller: 18".2.Non_pressure lines: 12".3.Control wire: 18".C.Line Clearances: Provide 4" clearance between irrigation lines and 6" clearance between lines of other trades. Do not install parallel lines directly over anyother line.D.Backfilling: Fill trenches with clean, fine, granular material free of stones. Compact to a dry density equal to adjacent undisturbed soil. Restore to adjacentgrade, free of dips, depressions, humps or other irregularities.3.4 INSTALLATIONA.Plastic Pipe and Fittings: Install in accordance with manufacturer's printed instructions.B.Plastic Pipe and Threaded Fittings: Assemble by applying teflon tape to male threads only.C.Connections1.Adapters: Use schedule 40, PVC, threaded male adapter for connection to threaded joints.2.Change of depth: Use 45 degree fittings at changes in depth of pipe.3.Steel to PVC Connections: Work steel connections first. Use non_hardening pipe dope on threaded steel to PVC joints. Apply light wrench pressure.4.PVC Nipple: Use 4" minimum length.D.Open ends of pipe: Tape during installation to prevent entry of foreign matter into the system.E.Quick Coupling Valves (if applicable): Locate valves within 12" of hardscape.F.Remote Control Valves: Locate in shrub area outside spray of valve system, whenever possible.G.Sprinkler Heads: Locate approximately as indicated on drawings to provide best coverage with no throw onto buildings and minimum overthrow onto paving.Do not exceed maximum or minimum spacing indicated by manufacturer.H.Valve Boxes: Stencil identification number on each remote control valve box in 2" high letters and numbers, with epoxy_resin based paint, colors as selectedby Owner's Representative. Do not stencil boxes until identification system has been approved.K.Low Voltage Wiring1.Place wiring in the same trench and routing as the pressure supply lines unless otherwise approved. Install wiring prior to main line.2.Tape wires together, except in sleeves under paving, and tape bunch to side of main line at 12 feet on center maximum. Provide a 12" expansion loop atevery 100 feet and at each connection and directional change. Provide a continuous wire without splices between controller and remote control valves.3.Make connections at valves. Do not splice the wires except within an approved box.4.Encase wires passing under paving in a Schedule 40 PVC sleeve.3.5 FLUSHINGA.Main Lines: Flush underground mains and lead-in connections to sprinkler system thoroughly before connecting to control valves. Flush mains using a flushout assembly at lowest elevation.B.Lateral Pipes: After all sprinkler pipe lines and risers are in place and connected and prior to installation of sprinkler heads, thoroughly flush all lines with afull head of water. Do not install heads until lines have been flushed and approved.3.6 SYSTEM ADJUSTMENT:A.Adjust valve flow controls for correct operation. Adjust sprinkler heads for alignment or change nozzles for coverage and minimum overthrow. Makeadjustments prior to any planting.3.7 COVERAGE TESTS:A.Provide notification of readiness to perform coverage tests. Perform coverage tests after sprinkler system is completed, but prior to any planting. Test systemto assure that all planting areas are watered completely and uniformly. Make necessary adjustments, including realignment of heads, to provide requiredcoverage.3.8 PRESSURE TESTS:A.Provide notification of readiness to perform pressure tests. Test pressure supply lines under 150 psi hydrostatic pressure for a period of 2 hours. Do notbackfill over any line more than necessary for testing until line has been inspected, tested and approved. Center load only. Leave pipe connectionsuncovered. Install remote control valves, quick couplers and other valve assemblies after testing has been approved.3.9 ACCEPTANCEA.Sprinkler Heads: Clean and adjust heads at end of landscape maintenance period. Refer to Section 02900.B.Training: Make arrangements to train Owner's's maintenance personnel in the correct operations of the irrigation system and equipment.3.10 CLEAN UP:A.Upon completion of the work, restore ground surfaces to required elevations and remove excess materials, debris and equipment from the site.3.11 MAINTENANCE: 90 Days.END OF SECTION 32 82 00By initialing below, both partiesunderstand, confirm and accept thecontents of this sheet and this sheetbecomes part of the "ContractDocuments"IRRIGATIONSPECIFICATIONSLI-5.5WAHI RESIDENCE7414 E GREENWOOD LANEORANGE, CA 92869MSNTS04-29-21