Agenda packet — Clovis City Council, May 20, 2024 (part 3 of 13)

Based on the Fresno COG ABM model output, the project’s VMT was calculated to be 17.8 VMT per capita, 26.4 percent higher than the City’s VMT per capita threshold. Therefore, based on the TIA Guidelines, the project would have a significant VMT impact.

When a lead agency identifies a significant CEQA impact, the agency must identify feasible mitigation measures in order to avoid or substantially reduce that impact. VMT impacts can be mitigated through more behavioral changes. Enforcement of mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the agency. These measures can also be incorporated as a part of plans, policies, regulations, or project 491
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
32 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) designs. Project design features that encourage mode shift from automobiles to transit or nonmotorized modes can therefore help reduce project VMT as well.

As per information provided by the Project Applicant, the project intends to implement project design features that would help reduce project VMT, and VMT reduction that can be achieved by the project’s design features was estimated using the most recent CAPCOA’s “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” (Handbook) dated December 20211
. These design features include pedestrian infrastructure both internal to the project site and along the project frontage, internal circulation improvements for increased street connectivity, bicycle infrastructure and improvements, and EV parking and charging infrastructure. Implementation of the above project design features may possibly reduce the project’s VMT by approximately up to 4.24 percent. However, due to the nature of the project (i.e., single family residential development) and its location, which necessitates travelling off-site to access a variety of services, the project design features identified could potentially help offset some of the VMT impacts of the project but will not reduce the impact to a less than significant level.

Therefore, the project will have a significant and unavoidable impact. • Impact TRA-5: The proposed project, in combination with past, present, and reasonably foreseeable projects, would contribute to a significant cumulative impact with respect to transportation.

Finding: No feasible mitigation measures are available to mitigate the impact to a less than significant level. Therefore, impact is considered significant and unavoidable.

The proposed project would be consistent with applicable regulations, including the City’s General Plan policies and ATP guidelines as it relates to transit, bicycles, and pedestrian facilities, as described above. The proposed project would not conflict with existing and planned transit facilities in the City, and would construct bicycles, and pedestrian facilities that would increase the connectivity of the City and further implement the City’s General Plan policies and meet ATP multimodal transportation goals. The proposed project would also not include the construction of hazardous or incompatible design features in the project site. The proposed project’s plans would be subject to review and approval by the CFD and the City’s Engineering Division to ensure the project includes adequate emergency access.

The TIA identifies roadways that would conflict with LOS standards of the Cities of Clovis and Fresno, and Caltrans with implementation of the proposed project. In most cases, in combination with cumulative conditions, the roadways and segments would be improved to meet the standards of Clovis, Fresno, and Caltrans. However, one diverge segment in Caltrans’ jurisdiction is unlikely to be improved to meet Caltrans’ standards prior to implementation of the proposed project due to the project having no direct control of implementing improvements at a Caltrans facility and Caltrans’ timing schedule for implementation of recommended improvements being unknown at this time. As 1 California Air Pollution Control Officers Association’s (CAPCOA). 2021. Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers. December. 492
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 33 discussed above, implementation of the proposed project would result in conflicts with policies related to LOS standards that would not be able to be improved due to existing constraints. As a result, a significant and unavoidable cumulative impact would occur.

Further, the proposed project’s VMT was calculated to be 17.8 VMT per capita, 26.4 percent higher than the City’s VMT per capita threshold of 14.1.

As described in detail in the TIA and the Draft EIR, VMT impacts may be mitigated through behavioral changes in travel/commute patterns. Enforcement of VMT mitigation measures will be subject to the mitigation monitoring requirements under CEQA, as well as the regular police powers of the agency. These measures can also be incorporated as a part of plans, policies, regulations, or project design features. As such, project design features should not be differentiated in general from ‘mitigation measures’, since the ultimate intent of project design features is also to help offset the VMT impacts.

Additionally, project VMT can only be reduced by changes in residents’ behavioral pattern. Project VMT, or in general average VMT for project residents is a function of regional and project location, neighborhood and surrounding land uses, local access to amenities, availability of different modes of transportation, among others. As such, projects that are in close proximity to complementary land uses and transportation mode choices tend to exhibit low VMT trends. Given the location of the project, the project has limited options of surrounding land uses and transportation modes. As such, the project has limited options for VMT reduction through appropriate mitigation measures.

Typically, within the state of California, California Air Pollution Control Officers Association’s (CAPCOA) “Handbook for Analyzing Greenhouse Gas Emission Reductions, Assessing Climate Vulnerabilities, and Advancing Health and Equity – Designed for Local Governments, Communities, and Project Developers” dated December 2021 is recognized as a compliant source of VMT reduction measures. These measures, with the exception of the ones project would be implementing as project design features, were evaluated on comparison with the project and was estimated infeasible to implement, because of several type of constraints. As such, only after conducting an extensive review of all VMT reduction options listed in the CAPCOA manual, the EIR concluded that the project VMT impact could not be mitigated. These measures include mitigations related to land use, trip reduction programs, parking or road pricing/management, neighborhood design and transit. Measures related to trip reduction programs could only be implemented by employers and is not applicable to residential projects. Measures related to parking or road pricing/management is only applicable to multifamily residential projects.

Additionally, Clovis Transit Stageline Routes 10 and 80 operate within the Study Area. Route 10 operates from Monday through Saturday, while Route 80 operates only on school days, based on the Clovis Unified School District schedule. Route 10 provide access to Fresno State University and Route 80 provides access to the Buchanan Education Complex. Also, Fresno Area Express (FAX) Route 3 operates within the Study Area along Willow Avenue 7 days a week. The route connects communities in Fresno to the different campuses of Clovis Community College. In addition to fixed route services, Round Up is the Clovis paratransit service for disabled City residents. Round Up transit vehicles are all accessible in accordance with the Americans with Disabilities Act (ADA) standards. These are all preexisting transit services available to the Project that will help to reduce 493
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
34 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) VMT. However, further public transit options may not be feasible because they would not result in usage or ridership sufficient to reduce project VMT to any degree. The theory that an increase in transit service would result in an increase in ridership is not reflected in the research published by the Transit Cooperative Research Board’s “Analysis of Recent Public Transit Ridership Trends” (Transportation Research Board, 2020) . The research from this analysis shows that the relationship between transit ridership and three other major factors influence ridership: 1) population, 2) transitdependent population (i.e. zero-vehicle household, and 3) transit service levels (i.e. transit vehicle revenue miles). In dense urban areas like San Francisco where it is very densely populated and residents often do not have vehicles, transit becomes an optimal transportation option and ridership is high. Alternatively, in suburban areas such as north Clovis with lower population density and when residents often have one or more vehicle in the household, increases in ridership would not be proportional to increases in transit service. As such, while public transit facilities in the vicinity of the Project already exists, further public transportation options would merely augment existing options in a manner that is largely duplicative of those services. As a result, significantly increasing transit services available in suburban or rural areas of Clovis is not anticipated to proportionately increase the ridership of the transit. As such, given the location and settings of the project and in the absence of complementary land uses, transit ridership in this area would be limited, and will not proportionately increase by simply increasing transit service. As such, it would be unsupported and speculative to claim that VMT per capita would be significantly reduced more than is already reflected in the Draft EIR by oversaturating transit services in an area that would not fully absorb the saturated transit available. The VMT analysis appropriately assumes a correct level of transit usage.

The project, as described in the TIA and Draft EIR, includes all feasible land use related and neighborhood design related mitigation measures as project design features. These project design features could reduce project’s VMT by up to 4.24 percent, this potential reduction would not help the project meet the required threshold of 14.1 VMT per capita.

As a result, a significant and unavoidable VMT impact would occur.

UTILITIES AND SERVICE SYSTEMS
Environmental Effects of the Project Found to Have No Impact on the Environment or Have a Less Than Significant Impact on the Environment
• The project would not require or result in the relocation or construction of new or expanded water, wastewater treatment or stormwater drainage, electric power, natural gas, or telecommunications facilities, the construction or relocation of which could cause significant environmental effects.
• The project would not have insufficient water supplies available to serve the project and reasonably foreseeable future development during normal, dry, and multiple dry years. • The project would not result in a determination by the wastewater treatment provider that serves or may serve the project that it has adequate capacity to serve the project’s projected demand in addition to the provider’s existing commitments. 494
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 35 • The project would not generate solid waste in excess of State or local standards, or in excess of the capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals.
• The project would comply with federal, State, and local management and reduction statutes and regulations related to solid waste.

Environmental Effects of the Project That Are Potentially Significant, but That Can Be Mitigated to a Less Than Significant Level
• None.

Environmental Effects of the Project That Cannot Be Mitigated to a Level Less Than Significant • None.

WILDFIRE
Environmental Effects of the Project Found to Have No Impact on the Environment or Have a Less Than Significant Impact on the Environment
• Substantially impair an adopted emergency response plan or emergency evacuation plan. • Due to slope, prevailing winds, and other factors, exacerbate wildfire risks, and thereby expose project occupants to pollutant concentrations from a wildfire or the uncontrolled spread of a wildfire.
• Require the installation or maintenance of associated infrastructure (such as roads, fuel breaks, emergency water sources, power lines or other utilities) that may exacerbate fire risk or that may result in temporary or ongoing impacts to the environment. • Expose people or structures to significant risks, including downslope or downstream flooding or landslides, as a result of runoff, post-fire slope instability, or drainage changes.

Environmental Effects of the Project That Are Potentially Significant, but That Can Be Mitigated to a Less Than Significant Level
• None.

Environmental Effects of the Project That Cannot Be Mitigated to a Level Less Than Significant • None.

MITIGATION MONITORING
An MMRP was prepared for the project and approved by the City (PRC Section 21081.6, Subd. [a][1]; CEQA Guidelines Section 15097). The City will use the MMRP to track compliance with the project mitigation measures. The MMRP will remain available for public review during the compliance period.
495
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
36 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24)

SIGNIFICANT IRREVERSIBLE ENVIRONMENT EFFECTS
The State CEQA Guidelines (Section 15126) require a discussion of the significant irreversible environmental changes that would be involved in a project should it be implemented. The irreversible and irretrievable commitment of resources is the permanent loss of resources for future or alternative purposes. Irreversible and irretrievable resources are those that cannot be recovered or recycled or those that are consumed or reduced to unrecoverable forms.

CEQA requires that EIRs assess whether the proposed project would result in significant irreversible changes to the physical environment. The CEQA Guidelines discuss three categories of significant irreversible changes that should be considered. Each is addressed below.

As mandated by the CEQA Guidelines, an EIR must address any significant irreversible environmental change that would result from project implementation. According to Section 15126.2(d) of the CEQA Guidelines, such a change would occur if one of the following scenarios is involved:
• The project would involve a large commitment of nonrenewable resources; • Irreversible damage would result from environmental accidents associated with the project; or • The proposed consump�on of resources is not jus�fied (e.g., the project would result in the wasteful use of energy).

The environmental effects of the proposed project are thoroughly discussed in Section 4.0, Evaluation of Environmental Impacts, and summarized in the Executive Summary. Implementation of the project would require the long‐term commitment of natural resources, as discussed below.

Changes in Land Use Which Commit Future Generations
The proposed project would involve the development of land in the project site currently used for agricultural production. Although the proposed development would commit future generations to using the project site for developed uses rather than agricultural purposes, such a commitment is consistent with planned residential uses for the project site, as identified in the City’s General Plan.

The General Plan has anticipated development in the project site that commits future generations, which was assessed under the General Plan EIR; the proposed project merely implements and carries out the vision of the General Plan (Draft EIR, page 6-2).

Irreversible Damage from Environmental Accidents
Demolition and construction activities associated with implementation of the proposed project would involve some risk for environmental accidents. However, as discussed in Section 3.9, Hazards and Hazardous Materials, of the Initial Study, accidental spills and soil contamination would be addressed by City, State, and federal agencies, and would follow professional industry standards for safety and construction. Although there is a possibility for contaminated soil to be encountered during grading, excavation, and/or ground disturbance associated with implementation of the proposed project, it is likely that such contamination may have resulted from agricultural operations within the project site. However, the risks of accidental contamination from handling construction 496
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 37 materials or transport of these materials off site would be reduced to a less-than-significant level through compliance with the many federal, State, and local regulations regarding the handling and disposal of such construction materials. Additionally, the residential land use proposed by the proposed project would not include any uses or activities that are likely to contribute to or be the cause of a significant environmental accident, such as industrial-related spills or leaks. As a result, the proposed project would not pose a substantial risk of environmental accidents (Draft EIR, page 6-2 and 6-3).

Consumption of Nonrenewable Resources
Approval and implementation of actions related to development of the project would result in an irretrievable commitment of nonrenewable resources such as energy and construction materials. As discussed in Section 3.6, Energy, of the Initial Study, the projected electricity demands of the proposed project would be consistent with typical usage rates for residential uses in the City of Clovis, and would not result in a significant adverse impact related to the provision of electricity.

Therefore, the projected demand of the proposed project would not result in a significant adverse impact related to the provision of electricity.

In addition, the proposed project would comply with Title 24 of the CCR, which requires conservation practices that would limit the amount of energy (California Energy Code Building Energy Efficiency Standards [Title 24, Part 6]) consumed through implementation of the proposed project, as well as with all applicable California Green Building Standards Code (CALGreen Code) building efficiency standards (Title 24, Part 11) and mandatory residential building requirements in the California Energy Code Building Energy Efficiency Standards (Title 24, Part 6) (as required by State law).

Furthermore, implementation of the proposed project would also result in an increased demand for potable water and generation of wastewater. As discussed in Section 3.10, Hydrology and Water Quality, and Section 3.19 Utilities and Service Systems, the project is consistent with growth under the City’s General Plan and covered under the City’s 2020 Urban Water Management Plan Update.

The proposed project would have sufficient water supplies available to meet future demand during normal, dry and multiple dry years. The adequacy of the water supply for the project is thus consistent with the basis of the analysis of the City’s water supply in the adopted 2020 Urban Water Management Plan Update.

Although the construction and operation of the proposed project would involve the use of nonrenewable resources, through the inclusion of energy-conserving features of the proposed project, and compliance with applicable standards and regulations, the proposed project would not represent an unjustified use of such non-renewable resources (Draft EIR, page 6-3).

GROWTH INDUCEMENT
Section 15126.2(d) of the CEQA Guidelines requires that an EIR discuss the ways in which a proposed project or the construction of additional housing, either directly or indirectly, could foster economic or population growth in the surrounding environment.
497
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
38 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) As described in Section 3.14, Population and Housing, of the Initial Study prepared for this EIR, implementation of the proposed project would not exceed the City’s projections for population growth in the project site, as the project site is located within the Heritage Grove Area, a planned growth area identified in the General Plan. As such, additional housing units and population resulting from implementation of the proposed project have been anticipated by the City and do not exceed projections of the City. Development of the proposed project would involve construction activities that could generate some temporary employment opportunities. However, given the temporary nature of such opportunities, it is unlikely that construction workers would need to relocate to the City or nearby communities. Thus, the proposed project would not be considered growth-inducing from an employment perspective, and the proposed project would not induce substantial unplanned population growth in the City, either directly or indirectly. This impact would be considered less than significant.

As discussed in Section 3.15, Public Services, and Section 3.19, Utilities and Service Systems, of the Initial Study, the project site would be served by the City’s public service or utility providers, including police protection services, fire prevention services, water, wastewater, telecommunications, electricity, and natural gas. The proposed project includes physical improvements to accommodate growth which would create an increased demand for public services and utilities within the project site. As the project site is currently not annexed to the City, the Project Applicant would be required to complete the annexation process with the Fresno County Local Agency Formation Commission (Fresno LAFCO) and the City, and pay required processing fees for the annexation process. Once the project site is annexed into the City, to address impacts to public services and utilities, the Project Applicant would be required to pay applicable impact fees in effect at the time the development application for the proposed project is submitted. City staff would review the site plan for the project to ensure the adequate provision of public services and utilities. As the project site is located within the Heritage Grove Area, a planned growth area identified in the General Plan, and installation of infrastructure and provision of services would accommodate planned growth in the project site, the provision of services and construction of utilities’ infrastructure for the proposed project would not induce substantial unplanned population growth in Clovis, either directly or indirectly, and this impact would be less than significant.

Development of the proposed project would involve construction activities that could generate some temporary employment opportunities. However, given the temporary nature of such opportunities, it is unlikely that construction workers would need to relocate to the City or other communities near the project site because of the proposed project. Thus, the proposed project would not be considered growth-inducing from an employment perspective (Draft EIR, page 6-1 and page 6-2).
498
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 39

PROJECT ALTERNATIVES
Where a lead agency has determined that, even after the adoption of all feasible mitigation measures, a project as proposed will still cause one or more significant environmental effects that cannot be substantially lessened or avoided, the agency, prior to approving the project as mitigated, must first determine whether, with respect to such impacts, there remain any project alternatives that are both environmentally superior and feasible within the meaning of CEQA.

An alternative may be “infeasible” if it fails to achieve the lead agency’s underlying goals and objectives with respect to the project. Thus, “‘feasibility’ under CEQA encompasses ‘desirability’ to the extent that desirability is based on a reasonable balancing of the relevant economic, environmental, social, and technological factors” of a project (City of Del Mar v. City of San Diego [1982] 133 Cal.App.3d 401, 417).

ALTERNATIVES CONSIDERED IN THE EIR
The following alternatives to the project are evaluated in detail in the EIR, as described below:
• Alterna�ve 1: No Project Alterna�ve: Under the No Project Alterna�ve, the project site would not be developed, and exis�ng land uses would remain. No modifica�ons to exis�ng site access or infrastructure would occur, and the annexa�on of 246 acres to the City of Clovis would not occur.
• Alterna�ve 2: Reduced Project Alterna�ve: Under the Reduced Project Alterna�ve, the proposed project would reduce the proposed density of 8.25 dwelling units per acre for (DU/acre) for the proposed project to 4.12 DU/acre, for a total of 295 residen�al units. Proposed site access and infrastructure improvements would remain the same as those iden�fied for the proposed project. Annexa�on 246 acres, as proposed by the project would occur. • Alterna�ve 3: Increased Phase Density Alterna�ve: Under the Increased Phase Density Alterna�ve, 590 residen�al units would be constructed within the 71.54-acre project site, but the residen�al units would be constructed on approximately 24 acres on northern por�on of the project site and 24 acres on the southern por�on of the project site to reduce the overall construc�on period. The remaining approximately 23 acres of the project would be developed as public open space. Overall density of the project site would remain the same as the proposed project (8.25 DU/acre), but each 24-acre development area would have density of 12.3 DU/acre.

Proposed site access and infrastructure improvements would remain the same as those iden�fied for the proposed project. Annexa�on 246 acres, as proposed by the project would occur.

Alternative 1: No Project Alternative
The No Project Alternative would avoid all of the less than significant and significant unavoidable impacts of the proposed project. However, the No Project Alternative would also not achieve any of the objectives of the proposed project. The No Project Alternative would not: (a) provide residential housing opportunities that are visually attractive and accommodate future housing demand in 499
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
40 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) Clovis; (b) establish a mixture of housing types, sizes, and densities that collectively provide for local and regional housing demand; (c) implement the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; provide infrastructure that meets City Standards and is integrated with existing and planned facilities and connections; and (d) develop a project that meets City Standards by implementing a logical phasing plan for development of public infrastructure improvements.

Alternative 2: Reduced Project Alternative
The Reduced Project Alternative would involve reducing the size of the proposed project by reducing the proposed residential density of 8.25 DU/acre in the site to a density of 4.12 DU/acre, and reducing the total proposed residential units from 590 to 295. The Reduced Project Alternative would partially address the City of Clovis’ future housing demand by providing a lower amount of visually attractive residential housing opportunities; partially meet local and regional housing demand by providing a single housing type, size and density; implement the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; and provide integrated and planned infrastructure and logical phasing of public improvements in compliance with City Standards.

However, because this alternative would provide half of the residential units and minimize mixture of housing types of the proposed project, this alternative would partially meet the objectives of the project.

Alternative 3: Increased Phase Density Alternative
The Increased Phase Density Alternative would involve focusing development of the proposed 590 single-family residences, but the development would occur in two, approximately 24-acre areas located in the southern and northern portions of the project site. The central portion of the project site, approximately 23 acres in size, would be developed as open space. The Increased Phase Density Alternative would accommodate future housing demands in Clovis by providing visually attractive single-family residences; partially provide for local and regional housing demand by establishing a single housing type, size, and density to accommodate higher residential density on the project site.

Additionally, this alternative implements the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; and provides integrated and planned infrastructure and logical phasing of public improvements in compliance with City Standards. Because this alternative would provide the same number of units, but would minimize mixture of housing types included in the proposed project, this alternative would partially meet the objectives of the project.

Environmentally Superior Alternative
The No Project Alternative has the least impact to the environment because it would not result in any development or new physical impacts. While this alternative would lessen or avoid the impacts of the proposed project, the beneficial impacts of the proposed project—including creating housing to meet local and regional housing demands—would not occur. Further, none of the Project Objectives would be met, including providing residential housing opportunities that are visually attractive and accommodate the future housing demand in Clovis; establishing a mixture of housing types, sizes and densities that collectively provide for local and regional housing demand; implementing the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; providing infrastructure that meets City Standards and is integrated with existing and 500
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 41 planned facilities and connections; and developing a project that meets City Standards by implementing a logical phasing plan for development of public infrastructure improvements.

As such, this alternative is rejected as infeasible. In addition, under CEQA, if the No Project Alternative is the environmentally superior alternative, the EIR must identify an environmentally superior alternative from among the other alternatives (CEQA Guidelines Section 15126.6(e)(2)).

The Increased Phase Density Alternative would result in similar impacts to the proposed project under most resource topics, except Energy, Greenhouse Gas Emissions, and Noise. Under this alternative, construction Energy impacts would be fewer than the proposed project due to reduced construction duration due to increased density on the northern and southern portions of the project site, resulting in lower construction energy impacts. Additionally, operational impacts related to Greenhouse Gas Emissions would be fewer under this alternative due to the higher density development proposed. In terms of Noise impacts, this alternative would result in shorter overall construction period, which would reduce the duration of noise-generating construction. Under this alternative, project objectives would be partially met, as this alternative would partially provide for local and regional housing demand by establishing a single housing type, size, and density to accommodate higher residential density on the project site; accommodate future housing demands in Clovis by providing visually attractive single-family residences; implement the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; and provide integrated and planned infrastructure and logical phasing of public improvements in compliance with City Standards. Further, this alternative would not be able to reduce the significant and unavoidable impact to Transportation to a less than significant level, because the significant and unavoidable LOS and VMT impacts that would result from the proposed project could still occur. As such, this alternative is rejected as infeasible.

The Environmentally Superior Alternative would be the Reduced Project Alternative. Overall, this alternative would lessen significant and less-than-significant environmental impacts or result in impacts similar to those associated with the proposed project. The Reduced Project Alternative would partially achieve Project Objectives, as it would partially address the City of Clovis’ future housing demand by providing a lower amount of visually attractive residential housing opportunities; partially meet local and regional housing demand by providing a single housing type, size and density; implement the City’s General Plan Land Use Element goal to facilitate annexation of large areas of land; and provide integrated and planned infrastructure and logical phasing of public improvements in compliance with City Standards. However, this alternative would also not be able to reduce the significant and unavoidable LOS and VMT impacts that were identified for the proposed project. As such, this alternative is rejected as infeasible. 501
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
42 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) This page intentionally left blank
502
AGENDA ITEM NO. 13.

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) 43

STATEMENT OF OVERRIDING CONSIDERATIONS
Pursuant to Section 21081 of the California Public Resources Code and Section 15093 of the CEQA Guidelines, the City adopts and makes the following statement of overriding considerations regarding the remaining significant unavoidable impacts of the project, as discussed above, and the anticipated economic, social, and other benefits of the project.

The City has carefully considered and balanced the benefits of the proposed project against its unavoidable environmental risks in determining that the specific economic, legal, social, technological, or other benefits outweigh the unavoidable significant adverse environmental effects related to transportation. Section 15093(b) of the State CEQA Guidelines provides that when the decision of the public agency results in the occurrence of significant impacts that are identified in the EIR, the agency must state in writing the reasons to support its actions based on the EIR and/or other information in the record. The reasons set forth below are based on the EIR and other information in the record.

This Statement of Overriding Considerations is based on the City’s review of the Draft EIR, Final EIR, and other information in the administrative record. Based upon the City’s review and the substantial evidence in the administrative record, including but not limited to the EIR, the City finds that the benefits of the project outweigh its unavoidable adverse environmental effects, and furthermore, finds that such adverse, environmental effects are acceptable. The City also finds and determines that (1) the majority of the significant impacts of the project will be reduced to less-than-significant levels by implementation of the mitigation measures recommended in these findings; (2) the City’s approval of the project as proposed will result in certain significant adverse environmental effects that cannot be avoided or reduced to a less-than-significant level even with the incorporation of all feasible mitigation measures into the project; and (3) there are no other feasible mitigation measures or feasible project alternatives that will further mitigate, avoid, or reduce to a less-than significant level the remaining significant environmental effects.

In light of the environmental, social, economic, and other considerations identified in the findings for the project, the objectives of the project, and the considerations set forth below related to this project, the City chooses to approve the project because, in its view, the economic, social, technological, and other benefits resulting from the project substantially outweigh the project’s significant and unavoidable adverse environmental effects.

The benefits and reasons for the approval of the project despite the occurrence of significant unavoidable project impacts related to transportation (Impact TRA-1 – conflict with a program, plan, ordinance or policy addressing the circulation system; Impact TRA-2 – VMT impacts), which create or otherwise contribute to related cumulative impacts, consist of the items listed below.

The substantial evidence supporting the enumerated benefits of the project can be found in the preceding findings, which are herein incorporated by reference; in the project itself; and in the record of proceedings as defined above. Each of the overriding considerations set forth below constitutes a separate and independent ground for finding that the benefits of the project outweigh its significant adverse environmental effects and is an overriding consideration warranting approval 503
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

F INDINGS OF F ACT AND S TATEMENT OF OVERRIDING
APRIL 2024
44 P:\CIT2201-TM 6343\PRODUCTS\Findings\TM_6343_Findings.docx (04/04/24) The City finds that the project will have the following economic, social, technological, and environmental benefits, which constitute overriding considerations:
• The project would address the existing housing shortage in the City of Clovis and in Fresno County, by providing a variety of new housing types that can support the growing needs of the community.

The City of Clovis, like many other communities in Fresno County and California, is experiencing a housing shortage. The proposed project would provide approximately 590 new residential units, helping to address this demand. Ensuring that residents have access to suitable housing options is crucial for maintaining a healthy and balanced housing market. As such, the inclusion of different housing types, sizes, and densities in the project would also support the establishment of a vibrant and diverse community in the City, allowing individuals and families of varying needs and financial capacities to find housing that suits them. • The project would establish infrastructure improvements that would fulfill existing phased infrastructure plans in place to support fulfillment of the City’s General Plan.

The project would result in the construction of new infrastructure to integrate the project site with existing utility facilities and service systems in the City, consistent with the City's design standards. These improvements are crucial for enhancing the overall livability and functionality of the project site. Furthermore, the project aligns with the City's phased infrastructure plans outlined in the 2014 Master Service Plan, the 2017 Water Master Plan, the 2017 Wastewater Master Plan, and the 2017 Recycled Water Master Plan. By providing needed connections to the City's service network, these improvements would support the future development of the Heritage Grove area as a whole, minimizing potential disruptions during construction and ensuring the timely and sustainable fulfillment of the needs of planned mixed-use developments in Heritage Grove.
• The project would carry out the intent of the City’s General Plan of developing the Heritage Grove Area.

The project aligns with the City's General Plan, specifically the development objectives for the Heritage Grove area. This area is designated for growth and development in the General Plan, with a focus on creating a sustainable and livable community. The project's development for residential use is consistent with the goals and objectives for Heritage Grove, contributing to the long-term development goals envisioned for the City. This ensures that the project not only provides immediate benefits by addressing housing and infrastructure needs but also contributes to the City's overall vision for sustainable growth and development.

Based on the detailed findings made above, the City hereby finds that economic and social considerations outweigh the remaining environmental effects of approval and implementation of the project.
504
AGENDA ITEM NO. 13.
1 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24)

MITIGATION MONITORING AND REPORTING PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) has been formulated based upon the findings of the Initial Study (IS) and Environmental Impact Report (EIR) prepared for Tract Map 6343 (herein referred to as the project), for which the City of Clovis (City) is the Lead Agency for environmental review under the California Environmental Quality Act (CEQA). The MMRP, which is provided in Table A, lists mitigation measures recommended in the IS and EIR for the proposed project and identifies mitigation monitoring requirements.

This MMRP has been prepared to comply with the requirements of State law (Public Resources Code Section 21081.6). State law requires the adoption of an MMRP when mitigation measures are required to avoid significant impacts. This requirement facilitates implementation of all mitigation measures adopted through the CEQA process. The MMRP is intended to ensure compliance during implementation of the project.

The MMRP is organized in a matrix format. The first column identifies the mitigation measure. The second column, entitled “Timing for Mitigation Measure,” refers to the implementation and schedule of mitigation measures. The third column, entitled “Mitigation Responsibility,” refers to the party responsible for implementing the mitigation measure. The fourth column, entitled “Monitoring/Reporting Agency,” refers to the agency responsible for oversight or ensuring that the mitigation measure is implemented. The fifth column, entitled “Verification,” will be initialed and dated by the individual designated to verify adherence to the project specific mitigation, when the mitigation measure is completed.

Attachment B
505
AGENDA ITEM NO. 13.

T RACT MAP 6343

C LOVIS , C ALIFORNIA

MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
2 P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24) This page intentionally left blank
506
AGENDA ITEM NO. 13.
3 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

4.1: AGRICULTURE AND FORESTRY RESOURCES
Mitigation Measure AG-2: Prior to issuance of building permits, the Project Applicant shall petition the County of Fresno Board of Supervisors for cancellation of the Williamson Act contract at APN 556-030-014S. The Project Applicant would have to make the required statutory findings a set forth under Government Code Section 51282(a) to cancel the Williamson Act contract. If the County of Fresno determines the required findings are met, the Project Applicant would be required to pay a cancellation fee equal to 12.5 percent of the unrestricted market value of the parcels to the County of Fresno as set forth under
Government Code Section 51283(b). After approval of the cancellation petition by the County of Fresno Board of
Supervisors, the Williamson Act contract would then be
cancelled on APN 556-030-014S, and the Project Applicant would be able to develop uses that comply with the zoning designation of the parcel per the City of Clovis Zoning Code without the proposed development being inconsistent with a Williamson Act contract.

Prior to issuance of a
building permit
Project Applicant City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
The following is not a mitigation measure; however compliance with the Regulatory Compliance measure outlined below would still be required for the project.

Regulatory Compliance Measure AG-3: Pursuant to California Civil Code 3482.5 and Fresno County Ordinance Code
§17.04.100, prior approval of building occupancy permits, the Project Applicant shall provide residents of the project site Right-To-Farm notifications. The Right-To-Farm notification would advise future occupants of the project site that they are residing adjacent to agricultural land that has been active for 3 or more years and that they should expect continued activities associated with agricultural production. The Right-to-Farm notice shall include the following:

Prior to issuance of a
building occupancy
permit
Project Applicant City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
507
AGENDA ITEM NO. 13.
4 T RACT MAP 6343

C LOVIS , C ALIFORNIA

MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24) Table A: EIR Mitigation Monitoring and Reporting Program Mitigation Measures Timing for Mitigation
Measure
Mitigation
Responsibility Monitoring/Reporting Agency
Verification
(Initials and
Date)
 It is the declared policy of Fresno County to preserve, protect, and encourage development of its agricultural land and industries for the production of food and other
agricultural products. Residents of property in or near agricultural districts or agriculturally zoned land or active agricultural land should be prepared to accept the
inconveniences and discomfort associated with normal farm activities. Such inconveniences and discomfort could include but is not limited to the following: Dust generation, heavy equipment operation, noise from heavy equipment
operation, dust cropping activity using aircraft,
insecticide/pesticide application, no trespassing signage posted on active agricultural land, and the use of crop warmers during cold nights. Consistent with California Civil Code 3482.5 (right-to-farm law), this Right-To- Farm
notification provides that an agricultural pursuit, as defined, maintained for commercial uses shall not be or become a nuisance to adjacent land occupied by non-agricultural uses due to a changed condition in a locality after such
agricultural pursuit has been in operation for three years.

4.2: AIR QUALITY
The following is not a mitigation measure; however compliance with the Regulatory Compliance measure outlined below would still be required for the project.

Regulatory Compliance Measure AIR-2: Consistent with
SJVAPCD Regulation VIII (Fugitive PM10 Prohibitions), the following controls are required to be included as specifications for the proposed project and implemented at the construction site:
 All disturbed areas, including storage piles, which are not being actively utilized for construction purposes, shall be effectively stabilized of dust emissions using water, chemical stabilizer/suppressant, covered with a tarp or other suitable cover or vegetative ground cover.

Prior to issuance of
grading permits, during
project construction
Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
508
AGENDA ITEM NO. 13.
5 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

C LOVIS , C ALIFORNIA
P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24) Table A: EIR Mitigation Monitoring and Reporting Program Mitigation Measures Timing for Mitigation
Measure
Mitigation
Responsibility Monitoring/Reporting Agency
Verification
(Initials and
Date)
 All on-site unpaved roads and off-site unpaved access roads shall be effectively stabilized of dust emissions using water or chemical stabilizer/suppressant.
 All land clearing, grubbing, scraping, excavation, land leveling, grading, cut and fill, and demolition activities shall be effectively controlled of fugitive dust emissions utilizing application of water or by presoaking.
 When materials are transported off-site, all material shall be covered, or effectively wetted to limit visible dust emissions, and at least 6 inches of freeboard space from the top of the container shall be maintained.
 All operations shall limit or expeditiously remove the accumulation of mud or dirt from adjacent public streets at the end of each workday. (The use of dry rotary brushes is expressly prohibited except where preceded or
accompanied by sufficient wetting to limit the visible dust emissions. Use of blower devices is expressly forbidden.)  Following the addition of materials to, or the removal of materials from, the surface of out-door storage piles, said piles shall be effectively stabilized of fugitive dust emission utilizing sufficient water or chemical stabilizer/suppressant.

4.3: GREENHOUSE GAS EMISSIONS
Mitigation Measure GHG-1: In order to meet the 2022 Scoping Plan greenhouse gas (GHG) requirements, consistent with State GHG reduction and equity prioritization goals, each residential unit shall provide electric vehicle charging capabilities as part of the final project designs.

Prior to issuance of
grading permits
Project Applicant City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
509
AGENDA ITEM NO. 13.
6 T RACT MAP 6343

C LOVIS , C ALIFORNIA

4.4: NOISE
Mitigation Measure NOI-1.1: The project contractor shall implement the following measures during construction of the proposed project:
 Equip all construction equipment, fixed or mobile, with properly operating and maintained mufflers consistent with manufacturers’ standards.
 Place all stationary construction equipment so that emitted noise is directed away from sensitive receptors nearest the active project site.
 Locate equipment staging in areas that would create the greatest possible distance between construction-related noise sources and noise-sensitive receptors nearest the active project site during all construction activities.  Ensure that all general construction related activities are restricted to between the hours of 7:00 a.m. and 7:00 p.m., Monday through Friday and between 9:00 a.m. and 5:00
p.m. on Saturday and Sunday. From June 1st through
September 15th, permitted construction activity may
commence after 6:00 a.m. Monday through Friday,
consistent with the City’s Noise Ordinance.
 Designate a “disturbance coordinator” at the City who would be responsible for responding to any local complaints about construction noise. The disturbance coordinator would
determine the cause of the noise complaint (e.g., starting too early, bad muffler) and would determine and implement reasonable measures warranted to correct the problem.

Prior to issuance of
grading permits, during
project construction
Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials:_______
Date:________
510
AGENDA ITEM NO. 13.
7 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

During project
construction
Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials:_______
Date:________
Initial Study

BIOLOGICAL RESOURCES
Mitigation Measure BIO‐1. Nesting Bird Surveys and Active Nest Avoidance. Any initial ground disturbance or tree pruning, or removal should take place outside of the active nesting bird season (i.e., February 1–September 30), when feasible, to avoid impacts to nesting birds protected under the California Fish and Game Code and Migratory Bird Treaty Act. Should phased
construction require tree removal or initial ground disturbance to ruderal areas, a qualified biologist shall conduct a nesting bird survey no more than 10 days prior to each phase of clearing activities. If nesting birds are discovered during preconstruction surveys, the biologist shall identify an appropriate buffer where no clearing, grading, or construction activities with potential to have direct or indirect impacts on the nesting bird(s) are allowed to take place until after the nest is no longer active (e.g., the young birds have fledged), or as otherwise determined by the qualified biologist.

Prior to project
construction, if
occurring between
February 1 to
September 30
Project Applicant
and Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
511
AGENDA ITEM NO. 13.
8 T RACT MAP 6343

C LOVIS , C ALIFORNIA

MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24) Table A: EIR Mitigation Monitoring and Reporting Program Mitigation Measures Timing for Mitigation
Measure
Mitigation
Responsibility Monitoring/Reporting Agency
Verification
(Initials and
Date)
Mitigation Measure BIO-2: Conduct Surveys for Swainson’s Hawk Nests and Implement Avoidance and Minimization
Measures. The qualified biologist will conduct surveys for Swainson’s hawk (Buteo swainsoni) during the nesting season (February 1 to August 31) along the existing trees within the project site. No sooner than 30 days prior to any ground disturbing activity, the qualified biologist will conduct preconstruction surveys of nests identified during the earlier surveys to determine if any are occupied. The initial nesting season surveys and subsequent preconstruction nest surveys will follow the protocols set out in the Recommended Timing and Methodology for Swainson’s Hawk Nesting Surveys in
California’s Central Valley (Swainson’s Hawk Technical Advisory Committee [SHTAC] 2000) or guidance current at the time of project implementation. Available database records will be used to support the survey.

Any active Swainson’s hawk nests (defined as a nest used one or more times in the last 5 years) found within the existing trees on site during the nesting season will be monitored daily by the qualified biologist to assess whether the nest is occupied. If the nest is occupied, the qualified biologist will establish no-work buffers following California Department of Fish and Game’s 1994 Staff Report Regarding Mitigation for Impacts to Swainson’s Hawks (Buteo swainsoni) in the Central Valley of California, and the status of the nest will be monitored until the young fledge or for the length of construction activities, whichever occurs first. Adjustments to the buffer(s) may be made in consultation with the California Department of Fish and Wildlife (CDFW).

Prior to project
construction, if
occurring between
February 1 and August
31 Project Applicant
and Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
512
AGENDA ITEM NO. 13.
9 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

Mitigation Measure BIO-3: Conduct Pre-construction
Clearance Surveys for Burrowing Owl. A pre-construction clearance survey will be conducted in the vicinity of the existing residence on site, as well as within the disturbed annual grassland and embankments of the Enterprise No. 109 Canal by a qualified biologist for burrowing owl (Athene cunicularia) no more than 30 calendar days prior to initiation of ground disturbance activities. All surveys will follow the California Department of Fish and Game 2012 Staff Report on Burrowing Owl Mitigation methodology, or guidance current at the time of project implementation, and results shall be delivered to CDFW and the City of Clovis. If the survey results find an active burrow, the Project Applicant must coordinate with the CDFW to obtain applicable agency approval/permit prior to any ground disturbance activities on the site.

Prior to issuance of
grading permits
Project Applicant
and Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
Mitigation Measure BIO-4: Passive Relocation Measures for Burrowing Owl. If burrowing owl (Athene cunicularia) are detected during the pre-construction surveys, occupied
burrows will not be disturbed during the nesting season (February 1 through August 31 for owls and other raptors). The non-disturbance buffer will include a minimum 330-foot (100- meter) buffer zone around any occupied burrow unless a
qualified biologist approved by the CDFW verifies through noninvasive methods that either (1) burrowing owls have not begun egg laying and incubation, or (2) juveniles from the occupied burrows are foraging independently and are capable of independent survival. The sizes of individual buffers may be modified through coordination with the CDFW based on sitespecific conditions and existing disturbance levels. During the non-nesting season or if the qualified biologist determines Prior to project
construction, if
burrowing owl are
detected during the
pre-construction
surveys
Project Applicant
and Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
513
AGENDA ITEM NO. 13.
10 T RACT MAP 6343

C LOVIS , C ALIFORNIA

If passive relocation is required, a qualified biologist shall prepare a Burrowing Owl Exclusion and Mitigation Plan and Mitigation Land Management Plan in accordance with the
CDFW 2012 Staff Report on Burrowing Owl Mitigation and for review by CDFW prior to passive relocation activities. Owls shall be excluded from burrows in the immediate impact zone and within an approximately 160-foot (50-meter) buffer zone by installing one-way doors in burrow entrances. One-way doors shall be left in place for 48 hours to ensure owls have left the burrow before excavation. One alternate natural or artificial burrow shall be provided for each burrow that will be
excavated in the project impact zone. The project site shall be monitored daily for 1 week to confirm owl use of alternate burrows before excavating burrows in the immediate impact zone. Whenever possible, burrows shall be excavated using hand tools and refilled to prevent reoccupation. Sections of flexible plastic pipe or burlap bags shall be inserted into the tunnels.
514
AGENDA ITEM NO. 13.
11 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

Regulatory Compliance Measure BIO-1: Agency Coordination for Enterprise No. 109 Canal. Prior to any modifications to Enterprise No. 109 Canal, it is recommended to consult with the United States Army Corps of Engineers (USACE), California Department of Fish and Wildlife (CDFW), and Regional Water Quality Control Board (RWQCB) to verify the feature’s
jurisdictional status and obtain applicable permit(s) and/or authorization(s). If direct modifications to the canal are proposed, a notification of streambed alteration shall be submitted to the CDFW in accordance with Section 1602 of the California Fish and Game Code. Unless categorically excluded under effective definitions or existing documentation confirms that no permit is needed, the Central Valley RWQCB and
Sacramento District of the USACE shall be consulted regarding potential permitting needs under the California Water Code and federal Clean Water Act, respectively, associated with the proposed Enterprise No. 109 Canal modifications.

Prior to issuance of
grading permits
Project Applicant City of Clovis Planning and
Development Services
Department/United States Army
Corps of Engineers
(USACE)/California Department of
Fish and Wildlife (CDFW)/Regional
Water Quality Control Board
(RWQCB)
Initials: _______
Date:________

CULTURAL RESOURCES
Mitigation Measure CUL-1: Consultation with Qualified
Historical Specialist for Resources Found During Project Construction. If previously unknown resources are encountered before or during grading activities, construction shall stop within 50 feet of the find and a qualified historical resources specialist shall be consulted to determine whether the resource requires further study.

The qualified historical resources specialist shall make recommendations to the City of Clovis on the measures that shall be implemented to protect the discovered resources, including but not limited to excavation of the finds and Prior to and during
project construction, if
historic or
archeological
resources are
encountered
Construction
Contractor,
Qualified Historical
Resources Specialist
and Qualified
Archaeologist
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
515
AGENDA ITEM NO. 13.
12 T RACT MAP 6343

C LOVIS , C ALIFORNIA

If the resources are determined to be unique archeological resources as defined under Section 15064.5(c)(1) of the State CEQA Guidelines, measures shall be identified by a qualified archaeologist meeting the Secretary of the Interior’s
Professional Qualifications Standards for Archaeology and recommended to the Lead Agency. Appropriate measures for significant resources could include avoidance or capping, incorporation of green space, parks, or open space in
undeveloped areas of the project site, or data recovery excavations of the finds.

No further grading shall occur in the area of the discovery until the Lead Agency approves the protection measures. Any
historical artifacts recovered as a result of mitigation shall be provided to a City of Clovis-approved institution or person who is capable of providing long-term preservation to allow future scientific study. A report of findings shall also be submitted to the Southern San Joaquin Valley Information Center.

Mitigation Measure CUL-2 In the event that human remains are unearthed during excavation and grading activities of any future development project, all activity shall cease immediately.

Pursuant to Health and Safety Code Section 7050.5, no further disturbance shall occur until the County Coroner has made the necessary findings as to origin and disposition pursuant to Public Resources Code (PRC) Section 5097.98(a). If the remains are determined to be of Native American descent, the coroner shall within 24 hours notify the Native American Heritage Commission (NAHC). The NAHC shall then contact the most likely descendant of the deceased Native American, who shall then serve as the consultant on how to proceed with the remains.

During project
construction, if human
remains are
encountered
Project Applicant
and Construction
Contractor
City of Clovis Planning and
Development Services Department
Initials: _______
Date:________
516
AGENDA ITEM NO. 13.
13 MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
T RACT MAP 6343

The Project Applicant shall discuss and confer with the descendants all reasonable options regarding the descendants’ preferences for treatment.

GEOLOGY AND SOILS
Mitigation Measure GEO-1: If any potentially significant paleontological resources are discovered during grading activities, all construction activities shall stop within 50 feet of the find and a certified professional paleontologist shall provide recommendations and mitigation measures to protect the
resource.

If a potentially significant resource is encountered, then the qualified professional paleontologist, the City of Clovis, and the Project Applicant shall arrange for either (1) total avoidance of the resource or (2) test excavations to evaluate eligibility and, if eligible, total data recovery. The determination shall be formally documented in writing and submitted to the City of Clovis as verification that the provisions for managing unanticipated discoveries have been met.

Prior to and during
project construction, if
paleontological
resources are
encountered
Construction
Contractor, Project
Applicant and
Qualified
Paleontologist
Department of Planning and
Development
Initials: _______
Date:________
517
AGENDA ITEM NO. 13.
14 T RACT MAP 6343

C LOVIS , C ALIFORNIA

MITIGATION MONITORING AND REPORTING P ROGRAM
APRIL 2024
P:\CIT2201-TM 6343\PRODUCTS\MMRP\TM_6343_MMRP.docx (04/04/24) This page intentionally left blank
518
AGENDA ITEM NO. 13.

Attachment 2
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS APPROVING GENERAL PLAN AMENDMENT 2021-003 AS PART OF THE SECOND GENERAL PLAN AMENDMENT CYCLE OF 2024, AMENDING THE LAND USE ELEMENT FOR APPROXIMATELY 71.54

ACRES LOCATED NEAR THE SOUTHWEST AREA OF BEHYMER AVENUE AND THE

SUNNYSIDE AVENUE ALIGNMENT
WHEREAS, Wilson Premier Homes, Inc. 7550 N. Palm Avenue, Suite 102, Fresno, CA 93711, has applied for a General Plan Amendment (GPA) 2021-003; and WHEREAS, the Applicant submitted an application for a general plan amendment to amend the General Plan to re-designate land from the Medium Density Residential (4.1 to 7.0 DU/ Ac) land use designation to the Medium High Density Residential (7.1 to 15.0 DU/Ac) land use designation to allow for the construction of 590 single-family homes within the Project site, in the County of Fresno, California; and
WHEREAS, GPA 2021-003 is part of the Second General Plan Amendment Cycle of 2024; and
WHEREAS, the proposed GPA 2021-003 was considered by the City of Clovis Planning Commission at a duly noticed public hearing on April 18, 2024, at which time the Planning Commission adopted a resolution recommending that the City Council approve the Project; and WHEREAS, the Planning Commission’s recommendations were forwarded to the City Council for consideration; and
WHEREAS, a public notice was sent out to area residents within 800 feet of said property boundaries, ten (10) days prior to said hearing; and
WHEREAS, a duly noticed hearing was held on May 20, 2024, at which time the City Council considered GPA 2021-003; and
WHEREAS, the City Council considered the CEQA analysis outlined in the staff report, which is incorporated by reference herein, and elsewhere in the Administrative Record which determines that the GPA 2021-003 meets the requirements pursuant to CEQA Guidelines and the City Council certified the Final Project Environmental Impact Report for the TM6343 Project, inclusive of GPA 2021-003, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program; and WHEREAS, the City Council has had an opportunity to review and consider the entire Administrative Record relating to the Project, which is on file with the City of Clovis Department of Planning and Development Services (“Department”), and reviewed and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not necessarily limited to, the staff report, the written materials submitted with the request, and the verbal and written testimony and other evidence presented during the public hearing.
519
AGENDA ITEM NO. 13.

NOW, THEREFORE, BASED UPON THE ENTIRE RECORD OF THE PROCEEDINGS, THE CITY COUNCIL RESOLVES AND FINDS AS FOLLOWS:

1. The City Council hereby approves GPA 2021-003.

2. The Project satisfies the required findings for approval of a general plan amendment, as follows:
a) GPA 2021-003 is internally consistent with the goals, policies, and actions of the General Plan.
b) GPA 2021-003 would not be detrimental to the public interest, health, safety, convenience, or general welfare of the City.
c) There is a compelling reason for the amendment, as the proposal will provide a diversity in housing types and a quality residential environment for this area in the Heritage Grove growth area.

3. The City Council has certified the Final Project Environmental Impact Report for the TM 6343 Project, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program.

4. The basis for the findings is detailed in the May 20, 2024, staff report, which is hereby incorporated by reference, the entire Administrative Record, as well as the evidence and comments presented during the public hearing.

5. GPA2021-003 is approved as part of the Second General Plan Amendment Cycle of 2024. * * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on May 20, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 20, 2024
______________________________ ______________________________ Mayor City Clerk
520
AGENDA ITEM NO. 13.

Attachment 3
ORDINANCE 24-___

AN ORDINANCE OF THE CITY COUNCIL OF THE CITY OF CLOVIS AMENDING AND

CHANGING THE OFFICIAL ZONE MAP OF THE CITY OF CLOVIS IN ACCORDANCE WITH SECTION 9.080.020 OF THE CLOVIS MUNICIPAL CODE TO REZONE APPROXIMATELY 246 ACRES FROM THE FRESNO AE20 ZONE DISTRICT TO THE CLOVIS R-1-PRD, R-1, R-A, O, AND PF ZONE DISTRICTS FOR PROPERTIES LOCATED

NEAR THE SOUTHWEST AREA OF BEHYMER AVENUE AND THE SUNNYSIDE

AVENUE ALIGNMENT
WHEREAS, Wilson Premier Homes, Inc., 7550 N. Palm Avenue, Suite 102, Fresno, CA 93711 (“Applicant”), submitted an application for Prezone (R) 2021-006; and WHEREAS, the Applicant’s request is to prezone approximately 71.54 acres from the Fresno County AE20 Zone District to the Clovis R-1-PRD Zone District in conjunction with its proposal to annex the subject property and develop the TM6343 project, which would subdivide the subject property into approximately 590 residential lots; and WHEREAS, R2021-006 proposes to prezone the 246 acre properties from the Fresno County AE20 Zone District to the R-1-PRD (Single-Family Planned Residential Development), R-1 (Single- Family Residential), R-A (Single-Family Residential Very Low Density), O (Open Space), and PF (Public Facilities); and
WHEREAS, the Planning Commission held a duly noticed public hearing on April 18, 2024, to consider the Project approval, at which time interested persons were given opportunity to comment on the Project; and
WHEREAS, the Planning Commission voted and adopted a resolution recommending that the City Council approve R2021-006; and
WHEREAS, the Planning Commission’s recommendations were forwarded to the City Council for consideration; and
WHEREAS, the City published notice of the public hearing in The Business Journal on May 10, 2024, mailed public notices to property owners within 800 feet of the Property seventeen (17) days prior to the City Council hearing, and otherwise posted notice of the public hearing according to applicable law; and
WHEREAS, the City Council held a duly noticed public hearing on May 20, 2024, to consider approval of R2021-006; and
WHEREAS, the City Council considered the CEQA analysis outlined in the staff report, which is incorporated by reference herein, and elsewhere in the Administrative Record which determines that the Prezone meets the requirements pursuant to CEQA Guidelines and the City Council certified the Final Project Environmental Impact Report for the TM6343 Project, inclusive of R2021-006, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program; and WHEREAS, the City Council has had an opportunity to review and consider the entire Administrative Record relating to the Project, which is on file with the Department, and reviewed 521
AGENDA ITEM NO. 13.
and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not necessarily limited to, the staff report and staff presentation, the written materials submitted with the request, and the verbal and written testimony and other evidence presented during the public hearing.

NOW, THEREFORE, BASED UPON THE ENTIRE RECORD OF THE
PROCEEDINGS, THE CITY COUNCIL FINDS AS FOLLOWS:

1. The proposed prezone is consistent with the goals, policies, and actions of the adopted General Plan.

2. The proposed prezone would not be detrimental to the public interest, health, safety, convenience, or general welfare of the City.

3. The Property is physically suitable (including absence of physical constraints, access, compatibility with adjoining land uses, and provision of utilities) for the requested zoning designation and development of the Project.

4. The City Council has certified the Final Project Environmental Impact Report for the TM 6343 Project, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program.

5. The basis and evidence for the findings are detailed in the May 20, 2024, staff report, which is hereby incorporated by reference, the entire Administrative Record, as well as the evidence and comments presented during the public hearing.

The City Council of the City of Clovis does ordain as follows:

Section 1 The official map of the city is amended in accordance with Section 9.08.020 and Chapter 9.86 of the Clovis Municipal Code by rezoning certain land in the City of Clovis, County of Fresno, State of California, to wit:

LEGAL DESCRIPTION:

See the attached Attachment A.

From the Fresno County AE20 Zone District to the Clovis R-1-PRD (Single-Family Planned Residential Development), R-1 (Single- Family Residential), R-A (Single-Family Residential Very Low Density), O (Open Space), and PF (Public Facilities); Section 2 This Ordinance shall go into effect and be in full force from and after thirty (30) days after its final passage and adoption.
522
AGENDA ITEM NO. 13.

APPROVED: May 20, 2024
______________________________ ______________________________ Mayor City Clerk
* * * * * * * * * *
The foregoing Ordinance was introduced and read at a regular meeting of the City Council held on May 20, 2024, and was adopted at a regular meeting of said Council held on _________, by the following vote, to wit:

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: June 3, 2024
___________________________________
City Clerk
523
AGENDA ITEM NO. 13.

Attachment A
524
AGENDA ITEM NO. 13.
525
AGENDA ITEM NO. 13.
526
AGENDA ITEM NO. 13.
527
AGENDA ITEM NO. 13.
528
AGENDA ITEM NO. 13.
529
AGENDA ITEM NO. 13.
530
AGENDA ITEM NO. 13.
531
AGENDA ITEM NO. 13.
532
AGENDA ITEM NO. 13.
533
AGENDA ITEM NO. 13.

Legal Description
APN:556-050-35(portion)
Proposed Zone O
All that portion of the South Half of the Northeast Quarter of the Southwest Quarter of said Section 20, described as follows:

COMMENCING at the Southeast Corner of said South Half; thence North 0°24’56” East, 169.41 feet along the East line of said South Half to the TRUE POINT OF BEGINNING; thence
North 0°24’56” East, 492.36 feet, continuing along said East line to the North line of said South Half; thence
North 89°16’22” West, 962.49 feet, along said North line, to the beginning of a non-tangent curve concave to the Northeast having a radius of 1250.00 feet and to which beginning of said non-tangent curve a radial line bears South 43°08'34" West; thence Southeasterly, 271.22 feet along said non-tangent curve through a central angle of 12°25'55"; thence
South 59°17’21” East, 145.33 feet to the beginning of a tangent curve concave to the Southwest and having a radius of 1250.00 feet; thence
Southeasterly, 553.62 feet along said tangent curve through a central angle of 25°22’34” to a point on the easement described in Grant Deed recorded November 26, 2019 as Document No. 2019-0143112; thence
North 56°19’26” East, 42.00 feet along said Document No. 2019-0143112 to the beginning of a non-tangent curve concave to the Northeast having a radius of 1292.00 feet and to which beginning of said non-tangent curve a radial line bears South 56°05'40" West; thence Southeasterly, 7.95 feet along said non-tangent curve through a central angle of 0°21'10"; thence South 77°17’06” East, 30.45 feet; thence
North 56°19’26” East, 179.60 feet to the TRUE POINT OF BEGINNING.

Containing an area of 6,800 square feet more or less.
534
AGENDA ITEM NO. 13.

NORTH BARON
AVENUE
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Jennifer Proctor Plot Date: 4/4/2024 File Location: F:\2021\21-156\dwg\Exhibits\Easement Diagrams\21-156_Rezone Exhibit_Zone O.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets T6375 REZONE TO O REZONE EXHIBIT 4/3/2024 21-156 1 1 LEGEND: 535
AGENDA ITEM NO. 13.

Parcel Map Check Report
Parcel Name: Zone O - 1
Description:

Process segment order counterclockwise: False
Enable mapcheck across chord: False
North:2,200,841.8196' East:6,356,306.1628'
Segment# 1: Line
Course: S56° 19' 26"W Length: 179.60'
North: 2,200,742.2318' East: 6,356,156.7023'
Segment# 2: Line
Course: N77° 17' 06"W Length: 30.45'
North: 2,200,748.9339' East: 6,356,126.9991'
Segment# 3: Curve
Length: 7.95' Radius: 1,292.00'
Delta: 0°21'10" Tangent: 3.98'
Chord: 7.95' Course: N33° 43' 45"W
Course In: S56° 26' 50"W Course Out: N56° 05' 40"E
RP North: 2,200,034.8392' East: 6,355,050.2759'
End North: 2,200,755.5499' East: 6,356,122.5819'
Segment# 4: Line
Course: S56° 19' 26"W Length: 42.00'
North: 2,200,732.2610' East: 6,356,087.6301'
Segment# 5: Curve
Length: 553.62' Radius: 1,250.00'
Delta: 25°22'34" Tangent: 281.42'
Chord: 549.10' Course: N46° 36' 04"W
Course In: S56° 05' 13"W Course Out: N30° 42' 39"E
RP North: 2,200,034.8432' East: 6,355,050.2737'
End North: 2,201,109.5378' East: 6,355,688.6555'
Segment# 6: Line
536
AGENDA ITEM NO. 13.

Course: N59° 17' 21"W Length: 145.33'
North: 2,201,183.7587' East: 6,355,563.7072'
Segment# 7: Curve
Length: 271.22' Radius: 1,250.00'
Delta: 12°25'55" Tangent: 136.15'
Chord: 270.69' Course: N53° 04' 23"W
Course In: N30° 42' 39"E Course Out: S43° 08' 34"W
RP North: 2,202,258.4533' East: 6,356,202.0891'
End North: 2,201,346.3884' East: 6,355,347.3157'
Segment# 8: Line
Course: S89° 16' 22"E Length: 962.49'
North: 2,201,334.1724' East: 6,356,309.7281'
Segment# 9: Line
Course: S0° 24' 56"W Length: 492.36'
North: 2,200,841.8254' East: 6,356,306.1572'
Perimeter: 2,685.03' Area: 321,862.85Sq.Ft.

Error Closure: 0.0081 Course: N44° 22' 53"W
Error North : 0.00579 East: -0.00567
Precision 1: 331,483.95
537
AGENDA ITEM NO. 13.

Legal Description
APN:556-050-35(portion)
Proposed Zone R-1 - PRD
The South Half of the Northeast Quarter of the Southwest Quarter of Section 20, Township 12 South, Range 21 East, Mount Diablo Base and Meridian, in the Unincorporated Area, County of Fresno, State of California, according to the Official Plat thereof.

EXCEPTING THEREFROM all that portion of the South Half of the Northeast Quarter of the Southwest Quarter of said Section 20, described as follows:

BEGINNING at the Southeast Corner of the South Half of the Northeast Quarter of said Southwest Quarter; thence North 89°16'35" West, 180.85 feet along the South line of the Northeast Quarter of said Southwest Quarter to the beginning of a non-tangent curve concave to the Southwest having a radius of 1250.00 feet and to which beginning of said non-tangent curve a radial line bears North 59°12'38" East; thence Northwesterly, 8.13 feet along said non-tangent curve through a central angle of 0°22'22"; thence North 56°19'26" East, 223.50 feet to a point on the East line of the Northeast Quarter of said Southwest Quarter; thence South 0°24'56" West, 133.19 feet along said East line to the POINT OF BEGINNING.

ALSO EXCEPTING THEREFROM all that portion of the South Half of the Northeast Quarter of the Southwest Quarter of said Section 20, described as follows:

COMMENCING at the Southeast Corner of said South Half; thence North 0°24’56” East, 169.41 feet along the East line of said South Half to the TRUE POINT OF BEGINNING; thence
North 0°24’56” East, 492.36 feet continuing along said East line to the North line of said South Half; thence
North 89°16’22” West, 962.49 feet, along said North line, to the beginning of a non-tangent curve concave to the Northeast having a radius of 1250.00 feet and to which beginning of said non-tangent curve a radial line bears South 43°08'34" West; thence Southeasterly, 271.22 feet along said non-tangent curve through a central angle of 12°25'55"; thence
South 59°17’21” East, 145.33 feet to the beginning of a tangent curve concave to the Southwest and having a radius of 1250.00 feet; thence
Southeasterly, 553.62 feet along said tangent curve through a central angle of 25°22’34” to a point on the easement described in Grant Deed recorded November 26, 2019 as Document No. 2019-0143112; thence
North 56°19’26” East, 42.00 feet along said Document No. 2019-0143112 to the beginning of a non-tangent curve concave to the Northeast having a radius of 1292.00 feet and to which beginning of said non-tangent curve a radial line bears South 56°05'40" West; thence Southeasterly, 7.95 feet along said non-tangent curve through a central angle of 0°21'10"; thence South 77°17’06” East, 30.45 feet; thence
538
AGENDA ITEM NO. 13.

North 56°19’26” East, 179.60 feet to the TRUE POINT OF BEGINNING.

ALSO EXCEPTING THEREFROM all that portion of the property described in Grant Deed recorded November 26, 2019, as Document No. 2019-0143112, Official Records Fresno County, lying in the Southwest Quarter of Section 20, Township 12 South, Range 21 East, Mount Diablo Base and Meridian County of Fresno, State of California, according to the Official Plat thereof.

Containing an area of 530,994 square feet more or less. 539
AGENDA ITEM NO. 13.

NORTH BARON AVENUE
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Jennifer Proctor Plot Date: 4/3/2024 File Location: F:\2021\21-156\dwg\Exhibits\Easement Diagrams\21-156_Rezone Exhibit_Zone R-1.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets T6375 REZONE TO R-1 - PRD REZONE EXHIBIT 4/3/2024 21-156 1 1 LEGEND: 540
AGENDA ITEM NO. 13.

Parcel Map Check Report
Parcel Name: Site R-1
Description:

Process segment order counterclockwise: False
Enable mapcheck across chord: False
North:2,200,732.2599' East:6,356,087.6339'
Segment# 1: Line
Course: S56° 19' 26"W Length: 42.00'
North: 2,200,708.9710' East: 6,356,052.6821'
Segment# 2: Curve
Length: 40.11' Radius: 1,208.00'
Delta: 1°54'09" Tangent: 20.06'
Chord: 40.11' Course: S32° 58' 13"E
Course In: S56° 04' 43"W Course Out: N57° 58' 52"E
RP North: 2,200,034.8406' East: 6,355,050.2789'
End North: 2,200,675.3208' East: 6,356,074.5099'
Segment# 3: Line
Course: N89° 16' 35"W Length: 1,093.60'
North: 2,200,689.1319' East: 6,354,980.9971'
Segment# 4: Line
Course: N0° 20' 08"E Length: 661.87'
North: 2,201,350.9906' East: 6,354,984.8733'
Segment# 5: Line
Course: S89° 16' 22"E Length: 362.47'
North: 2,201,346.3901' East: 6,355,347.3142'
Segment# 6: Curve
Length: 271.22' Radius: 1,250.00'
Delta: 12°25'55" Tangent: 136.15'
Chord: 270.69' Course: S53° 04' 23"E
Course In: N43° 08' 34"E Course Out: S30° 42' 39"W
541
AGENDA ITEM NO. 13.

RP North: 2,202,258.4550' East: 6,356,202.0876'
End North: 2,201,183.7604' East: 6,355,563.7057'
Segment# 7: Line
Course: S59° 17' 21"E Length: 145.33'
North: 2,201,109.5395' East: 6,355,688.6540'
Segment# 8: Curve
Length: 553.62' Radius: 1,250.00'
Delta: 25°22'34" Tangent: 281.42'
Chord: 549.10' Course: S46° 36' 04"E
Course In: S30° 42' 39"W Course Out: N56° 05' 13"E
RP North: 2,200,034.8449' East: 6,355,050.2721'
End North: 2,200,732.2626' East: 6,356,087.6286'
Perimeter: 3,170.23' Area: 530,994.43Sq.Ft.

Error Closure: 0.0060 Course: N62° 20' 41"W
Error North : 0.00278 East: -0.00530
Precision 1: 528,370.00
542
AGENDA ITEM NO. 13.

Legal Description
APN: 556-040-23
Proposed Zone R-1 - PRD
The land referred to issituated in the unincorporated area oftheCounty of Fresno, State of California, and is described asfollows:

Parcel 4 of Parcel Map No. 1772, according to the Map thereof recorded in Book 11, Page 53 of Parcel Maps, Fresno County Records;
EXCEPTING THEREFROM the East 338.00 feet of the South 455.92 feet of said property.

ALSO EXCEPTING THEREFROM that portion granted to the Fresno Metropolitan Flood Control District byOrder ofCondemnation, CaseNumber 404831-0, Superior Court ofCalifornia, County of Fresno, more particularly described as follows:

That portion of Parcel 1 of Parcel Map No. 3443, according to theMap thereof recorded inBook 26 at Page 88 of Parcel Maps, Fresno County Records, that portion of Parcel 1 of Parcel Map No. 3447, according to theMap thereof recorded inBook 26 at Page 87 of Parcel Maps, Fresno County Records, and that portion of Parcels 3 and 4 of Parcel Map No. 1772, according to the Map thereof recorded in Book 11at Page 53 of Parcel Maps, Fresno County Records, in the Northeast Quarter of Section 20,Township 12 South, Range 21East, Mount Diablo Base and Meridian, particularly described as follows:

Beginning at the Northeast Corner of the Northeast Quarter ofsaid Section 20; thence South 0º 44’37” East alongtheEastlineof theNortheastQuarterofsaidSection 20adistanceof 2191.34 feet to the point of intersection thereof with a line whichis parallel with and 455.92 feet North of, measured at right angles thereto, the South line of the Northeast Quarter of said Section 20; thence South 89º 21’ 07”West along said parallel line a distance of 2078.02 feet to the point of intersection thereofwiththeWestlineof Parcel 4 of ParcelMapNo.1772; thence North0º 59’00”West alongtheWestlineofParcel4ofParcelMapNo. 1772 andtheWestline ofParcel 1 ofsaidParcel MapNo. 3443 a distance of1635.71 feetto theNorthwest corner of Parcel 1 ofsaid Parcel MapNo. 3443; thence North 89º 20’30”East along theNorth line of Parcel 1 of said Parcel Map No. 3443 and the North line of Parcel 1ofsaid Parcel Map No. 3447 a distance of 1317.44 feet to the Northeast corner of Parcel 1 ofsaid Parcel Map No. 3447,said corner also being a point on theWest line ofParel 3 ofsaidParcel Map No. 1772; thence North 0º 51’48”West along the West line of Parcel 3 ofsaid Parcel Map No. 1772 and the Northerly prolongation ofsaidWest line adistance of 556.50 feettothepoint ofintersection thereofwiththeNorthlineoftheNortheastQuarterofsaidSection 20;thenceNorth89º 22’30 East along said North line a distance of 768.59 feet to the Point of Beginning.

Containing an area of 793,887 square feet more or less. 543
AGENDA ITEM NO. 13.
2985 N. BURL AVENUE SUITE 101 FRESNO, CA 93727
TEL: (559) 244-3123 WEBSITE: YANDHENGR.COM PROJECT TITLE SHEET DESCRIPTION Plot By: Jennifer Proctor Plot Date: 4/3/2024 File Location: F:\2023\23-196\dwg\Exhibits\Easement Diagrams\23-196_Rezoning Exhibit_Zone R-1.dwg Date: Scale: As Noted YH Job No. Sheet No. of Sheets T6452 REZONE TO R-1 - PRD REZONE EXHIBIT 4/3/2024 23-196 1 1 LEGEND: 544
AGENDA ITEM NO. 13.

Parcel Map Check Report
Parcel Name: Zone R-1
Description:

Process segment order counterclockwise: False
Enable mapcheck across chord: False
North:2,202,423.3893' East:6,358,629.2891'
Segment# 1: Line
Course: S0° 32' 52"W Length: 455.92'
North: 2,201,967.4901' East: 6,358,624.9303'
Segment# 2: Line
Course: N89° 17' 41"W Length: 1,740.56'
North: 2,201,988.9149' East: 6,356,884.5021'
Segment# 3: Line
Course: N0° 21' 59"E Length: 455.93'
North: 2,202,444.8356' East: 6,356,887.4177'
Segment# 4: Line
Course: S89° 17' 41"E Length: 1,742.01'
North: 2,202,423.3930' East: 6,358,629.2957'
Perimeter: 4,394.42' Area: 793,886.94Sq.Ft.

Error Closure: 0.0076 Course: N61° 04' 25"E
Error North : 0.00367 East: 0.00663
Precision 1: 578,213.16
545
AGENDA ITEM NO. 13.

Attachment 4
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS APPROVING A VESTING TENTATIVE TRACT MAP FOR A 590-LOT SINGLE-FAMILY SUBDIVISION ON APPROXIMATELY 71-54 ACRES OF PROPERTY LOCATED NEAR THE SOUTHWEST

AREA OF BEHYMER AVENUE AND THE SUNNYSIDE AVENUE ALIGNMENT SUBJECT TO THE CITY COUNCIL’S APPROVAL OF ANNEXATION
WHEREAS, Wilson Premier Homes, Inc. 7550 N. Palm Avenue, Suite 102, Fresno, CA 93711, submitted an application for Vesting Tentative Tract Map (TM) 6343 for a 590-lot singlefamily subdivision (“Tract Map”) on approximately 71.54 acres of property located near the southwest area of Behymer Avenue and the Sunnyside Avenue alignment (“Property”); and WHEREAS, the City published notice of the public hearing in the Fresno Business Journal on May 10, 2024, mailed public notices to property owners within 800 feet of the Property ten (10) days prior to said City Council hearing, and otherwise posted notice of the Public Hearing according to applicable law; and
WHEREAS, the Planning Commission considered TM6343 on April 18, 2024, at which time the Commission voted and adopted a resolution recommending that the City Council approve said map; and
WHEREAS, the Planning Commission’s recommendations were forwarded to the City Council for consideration; and
WHEREAS, a duly noticed hearing was held on May 20, 2024, at which time the City Council considered TM6343; and
WHEREAS, the City Council has given careful consideration to this map May 20, 2024, and considered the CEQA analysis outlined in the staff report and elsewhere in the Administrative Record which determines that the Tract Map meets the requirements pursuant to CEQA Guidelines and the City Council certified the Final Project Environmental Impact Report for the TM 6343 Project, adopted the CEQA Findings of Fact and a Statement of Overriding Considerations, and adopted a Mitigation Monitoring and Reporting Program; and WHEREAS, the City Council has reviewed and considered the entire Administrative Record relating to the Tract Map, which is on file with the City of Clovis Department of Planning and Development Services, and reviewed and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not limited to, the staff report, the written materials submitted with the request, and the verbal and written testimony and other evidence presented during the public hearing, and the conditions of approval attached as Attachment A to this Resolution, which are incorporated herein by this reference.
546
AGENDA ITEM NO. 13.

NOW, THEREFORE, BASED UPON THE ENTIRE RECORD OF THE
PROCEEDINGS, THE CITY COUNCIL RESOLVES AND FINDS AS FOLLOWS:

1. The City Council hereby approves Vesting Tentative Tract Map 6343 as shown in Attachment B, subject to the City’s Council’s approval of as annexation, and subject to the conditions of approval set forth in Attachment A to this Resolution.

2. The Project satisfies the required findings for approval of a tentative tract map, as follows:
a. The proposed map, subdivision design, and improvements are consistent with the General Plan and any applicable specific plan.
b. The site is physically suitable for the type and proposed density of development. c. The design of the subdivision and the proposed improvements are not likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.
d. The design of the subdivision or type of improvements is not likely to cause serious public health or safety problems.
e. The design of the subdivision or the type of improvements will not conflict with easements acquired by the public at large for access through or use of property within the proposed subdivision. This finding may also be made if the review authority finds that alternate easements for access or use will be provided, and that they will be substantially equivalent to ones previously acquired by the public. This finding shall apply only to easements of record, or to easements established by judgment of a court of competent jurisdiction, and no authority is hereby granted to the review authority to determine that the public at large has acquired easements of access through or use of property within the proposed subdivision. f. The discharge of sewage from the proposed subdivision into the community sewer system will not result in violation of existing requirements prescribed by the California Regional Water Quality Control Board.
g. The design of the subdivision provides, to the extent feasible, passive or natural heating and cooling opportunities.
h. The proposed subdivision, its design, density, and type of development and improvements conform to the regulations of this Development Code and the regulations of any public agency having jurisdiction by law. 547
AGENDA ITEM NO. 13.

3. The City Council has certified the Final Project Environmental Impact Report for the TM6343 Project, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program.

4. Without the conditions of approval (Attachment A of this resolution), the City Council could not make the findings necessary for approval of vesting tentative tract map TM6343 (attached and labeled Attachment B).

5. The basis for the findings is detailed in the May 20, 2024, staff report, which is hereby incorporated by reference, the entire Administrative Record, as well as the evidence and comments presented during the Public Hearing.
* * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on May 20, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 20, 2024
______________________________ ______________________________ Mayor City Clerk
548
AGENDA ITEM NO. 13.

Attachment A
Conditions of Approval - TM6343
Planning Division Comments
(Lily Cha, Senior Planner - (559) 324-2335)

1. The applicant shall obtain City approval in advance of temporary and permanent subdivision signs through separate sign review, consistent with the development criteria of the Clovis Municipal Code Sign Ordinance.

2. The developer shall comply with all mitigation measures identified in the Mitigation Monitoring and Reporting Program prepared for the Project, included as Attachment 12 to the staff report.

3. This vesting tentative tract map is approved per Attachment B.

4. Prezone 2021-006 approves an R-1-PRD (Planned Residential Development) Zone District for the Project site (Development Area). Density shall be consistent with the Medium-High Density Land Use Designation of the Clovis General Plan.

5. The proposed project must also produce a comprehensive development of superior quality than which might otherwise occur from more traditional development on the site. This could include an enhanced entry point, an embellished block wall on both street frontages, and superior exterior elevation design, all of which will be reviewed and approved through the civil plan review process and residential site plan review.

6. No more than two of the same unit type (floor layout and exterior materials package) shall be repeated side by side. When two of the same units are repeated side by side, they shall be different colors. These identical provisions may be waived by the City Planner on a specific lot basis within the project when the size or configuration of a lot would otherwise prevent compliance with the above requirements of any other siting or setback/yard requirements established under this application. If such a waiver is requested, the developer and City Planner shall work together to ensure that any sitings of units not in compliance with the above requirements shall be of different materials and elevations in order to minimize any adverse visual impacts that may result.

7. TM6343 is subject to the development standards of Planned Development Permit 2021- 001 and any amendments thereafter. Any development standards not expressed within PDP2021-001 and TM6343 shall be subject to the underlying Zone District R-1-PRD Standards and Guidelines, and the Development Code.

8. A residential site plan review (RSPR) is required to memorialize building plans and elevations for the different product types of TM6343. Specific color and materials of the models, walls, amenities, landscaping, and fencing will be evaluated through the civil plans.

9. Setbacks shall be measured to the exterior face of the framing of the structure. Exceptions to the setbacks are identified in §9.24.100, of the Clovis Municipal Code. 549
AGENDA ITEM NO. 13.

10.Community areas within each gated neighborhood shall adhere to its corresponding development standards.

11.Development standards for the Elev8ions lots/ homes of TM6343 shall be as follows. This is applicable to lots 1-240 and 455-590 (376 total lots):

Lot Coverage: 65% Max
Maximum Height: 2-stories not to exceed 35 feet
Minimum Lot Size: 1,800 square feet
Minimum Parcel Width: 36 feet
Minimum Curved Parcel Width: 36 feet
Minimum Corner Parcel Width: 36 feet
Minimum Parcel Depth: 50 feet
Front Setback to garage, living area: 05 feet
Front Setback to Projections and/or Porch/ Patio: 04 feet Corner/ Reversed Corner Street Side Setback: 03 feet
Interior Side Yard Setback (opposite from garage): 03 feet Interior Side Yard Setback (garage side): 05 feet
Rear Yard Setback: 04 feet
Garages: 20’x20’ interior dimension (2-car)
10’x20’ interior dimension (1-car)

12.Development standards for the Regent Park lots/ homes of TM6343 shall be as follows.

This is applicable to lots 241-454 (214 total lots):

Lot Coverage: 60% Max
Maximum Height: 2-stories not to exceed 35 feet
Minimum Lot Size: 4,500 square feet
Minimum Parcel Width: 50 feet
Minimum Curved Parcel Width: 25 feet
Minimum Corner Parcel Width: 53 feet
Minimum Parcel Depth: 90 feet
Front Setback to garage/ living area: 18 feet/ 10 feet
Front Setback to Projections and/or Porch/ Patio: 09 feet Corner/ Reversed Corner Street Side Setback: 03 feet (fence)/ 08 feet (living) Interior Side Yard Setback (opposite from garage): 03 feet Interior Side Yard Setback (garage side): 05 feet
Rear Yard Setback: 08 feet
Garages: 20’x20’ interior dimension (2-car)
9’x15.5’ additional tandem

13.Behymer is a Community Boulevard and shall be designed in accordance to the Heritage Grove Master Design Plan. Behymer shall have a 20-foot landscape/pedestrian setback, with a 10-foot parkway, 6-foot sidewalk, and 4-foot landscape buffer setback. 550
AGENDA ITEM NO. 13.

14.Baron Avenue, Palisade Avenue, and North Osmun Avenue are Neighborhood Boulevards and shall have a 20-foot landscape/pedestrian setback, with a 10-foot landscape, 6-foot walk, and 4-foot landscape buffer setback.

15.Perrin and Hammel Avenues are local streets and shall meet local street standards at a minimum.

16.Internal private streets shall be per the provided tract map layout with a 37.2 foot width, and

32.2 foot widths in limited areas.

17.The proposed pedestrian crossing on Perrin is subject to relocation or redesign for safety purposes. Design of the pedestrian crossing shall meet City standards for mid-block pedestrian crossing and shall meet established design within the Heritage Grove area.

18.The developer shall utilize street lights along local and private streets within the development area that are of the same design and luminosity as surrounding developments within Heritage Grove.

19.All lighting shall be screened from direct view from the public right-of-way and adjacent residential properties.

20.All landscaping (open space and private yards) shall conform to the City of Clovis Water Efficient Landscape Ordinance.

21.Landscape plans shall be reviewed and approved separately by the landscape review committee for tree and landscape type and location.

22.All lots shall be provided an all-weather surface for the placement and storage of trash receptacles leading from the 5-foot side yard to the front of the property.

23.The developer shall construct a minimum six-foot high solid split face masonry wall along the Project frontages of Behymer, Baron, North Osmun, Palisade, and Perrin Avenues. The masonry wall along Baron Avenue should incorporate tubular steel pedestrian gates in areas where internal driveways front Baron Avenue (Refer to example from TM 6168 in Loma Vista). The masonry walls shall incorporate angled corners at entries, and columns at the corners and ends.

24.The developer shall construct an eight-foot high solid split face masonry wall along the property lines separating APN 556-040-08s and APN 556-040-09s (between project site and the large residential property immediately south of Behymer Avenue and east of the project site).

25.Landscape features and forms within amenity areas shall be consistent with Heritage Grove Design Guidelines. Details shall be provided in the construction plan.

26.The developer shall construct a neighborhood park with associated amenities, additional landscaping areas, open space areas, per Attachment 9 of this report. 551
AGENDA ITEM NO. 13.

27.The amenities required for this planned development include the following:
a. A recreational area within each of the Elevations gated communities, which includes a pool, restroom facility, outdoor shower, cabana/ pergola, and lawn chairs. Specific amenity details will be reviewed during the civil plan review process. b. A linear park adjacent to the north side of Perrin Avenue that includes walking path, running path, benches, trash receptacles, enhanced landscaping, and lighting. c. An approximately 13,930 square feet park space with fitness equipment. d. An enhanced sidewalk pattern along the west side of the Hammel Avenue including a 19-foot-wide right-of-way with an 8-foot meandering sidewalk, and enhanced landscaping.

28.The developer shall design the transition between the future bridge over the Enterprise Canal and pedestrian area.

29.The developer shall design and install the Community Gateway (Community Corner Paseo) at the northeast corner of Behymer and North Osmun Avenues. The Corner Paseo shall be designed to meet the intent outlined in the Heritage Grove Guidelines. Final approval of the design shall be made by the Director of Planning and Development Services.

30.The developer shall record a Covenant regarding a “right to farm,” for adjacent property owners. Such agreement shall be disclosed to all future home buyers.

31.The applicant shall record a Notice of Nonconformance dealing with any structure used for model homes where the garage is converted for the use as a sales office.

32.Upon final recordation of this vesting tentative tract map, it shall be the applicant’s responsibility to furnish to the Planning Department an electronic (PDF) copy of the original map obtained from the Fresno County Recorder’s Office.

33.The applicant shall relay all conditions of approval for Vesting Tentative Tract Map 6343 to all subsequent purchasers of individual lots, if applicable, and/or to subsequent purchasers of this entire tract map development.

Police Department Conditions
(Sean O’Brien, Department Representative - 324-3468)

34.Construction work shall be limited to the hours set forth in the Clovis Municipal Code. (CMC § 5.27.604.)

35.It shall be the responsibility of the property owner to maintain the structures and adjoining fences to the project free of graffiti. All forms of graffiti shall be removed within 48 hours. (CMC §§ 5.27.101.)
552
AGENDA ITEM NO. 13.

36.Emergency phone numbers for responsible parties shall be kept current during the building phase of the project.

37.All construction materials shall be located within a secured area or monitored by security staff during non-construction hours.

Fire Department Conditions
(Rick Fultz, Fire Department Representative – (559) 324-2224) Roads/ Access

38.Street Width: Fire apparatus access width shall be determined by measuring from “base of curb” to “base of curb” for roadways that have curbs. When roadways do not have curbs, the measurements shall be from the edge of the roadway surface (approved all weather surface).

39.Street Width for Single Family Residences: Shall comply with Clovis Fire Standard #1.1 Minimum Access Road Width of 36 feet for Single Family Residences. Roads 36 feet or wider allow for Parking on both sides of street. Access roads near fire department access gates shall be a minimum of 20’ in width and marked as fire lanes.

40.Fire Lane: The fire lanes shall be posted with signs and/or the curbs shall be painted red as per Clovis Fire Department Standard #1.1 and identified on site plan.

41.Security Gates: All security gates shall comply with Clovis Fire Department Gates Standard #1.5. Plans shall be submitted for review and permits issued by Fire Department prior to installation. Gates shall be inspected and tested for operation prior to any occupancy.

42.Turning Radius: All access way roads constructed shall be designed with a minimum outside turning radius of forty-five feet (45’)

43. Temporary Street Signs: The applicant shall install temporary street signs that meet City Temporary Street Sign Standard #1.9 prior to issuance of building permits within a subdivision.

44.All Weather Access &Water Supply: The applicant shall provide all weather access to the site during all phases of construction to the satisfaction of the approved Clovis Fire Department Standard #1.2 or #1.3.

45.Two Points of Access: Any development to this parcel will require a minimum of two (2) points of access to be reviewed and approved by the Clovis Fire Department. All required access drives shall remain accessible during all phases of construction which includes paving, concrete work, underground work, landscaping, perimeter walls. 553
AGENDA ITEM NO. 13.

Water Systems

46.Residential Fire Hydrant: The applicant shall install (number and location to be determined with civil drawings) 4 ½” x 2 ½” approved Residential Type fire hydrant(s) and “Blue Dot” hydrant locators, paint fire hydrant(s) yellow with blue top and caps, and paint the curb red as specified by the adopted Clovis Fire Department Standard #1.4. Plans shall be submitted to the Clovis Fire Department for review and approval prior to installation. The hydrant(s) shall be charged and in operation prior to any framing or combustible material being brought onto the site.

47.Looped Water Main: The applicant shall install approved looped water main capable of the necessary flow of water for adequate fire protection and approved by the Clovis Fire Department
Engineering / Utilities / Solid Waste Division Conditions (Sean Smith, Engineering Division Representative – 324-2363) (Paul Armendariz, Department Representative – 324-2649) Maps and Plans

48.The applicant shall have a final tract map prepared, in the form prescribed by the Subdivision Map Act and City of Clovis Municipal Code. The final tract map shall be submitted to the City of Clovis Engineering Division, and should include, but not be limited to, final tract map, the current filing fee, closure calculations, current preliminary title report, legal descriptions and drawings of required dedications.

49.The applicant shall submit separately to the City of Clovis Engineering Division, a set of construction plans on 24" x 36" sheets with City standard title block for all required improvements and a current preliminary title report. These plans shall be prepared by a registered civil engineer, and shall include a grading plan, landscape plan, a site plan showing trash enclosure locations and an overall site utility plan showing locations and sizes of sewer, water, storm drain, and irrigation mains, laterals, manholes, meters, valves, hydrants, fire sprinkler services, other facilities, etc. Plan check and inspection fees per City of Clovis Resolution No. 23-34 shall be paid with the first submittal of said plans. All plans shall be submitted at or before the time the building plans are submitted to the Building Division and shall be approved by the City and all other involved agencies prior to the release of any development permits.

50. Prior to the initial submittal of the improvement plans, the applicant shall contact Sean Smith at (559) 324-2363 to setup a coordination meeting (Pre-submittal Meeting).

51.Upon approval of improvement plans, the applicant shall provide the City with the appropriate number of copies. After all improvements have been constructed and accepted by the City, the applicant shall submit to the City of Clovis Engineering Division (1) digital 554
AGENDA ITEM NO. 13.
copy to the City in PDF format of the approved set of construction plans revised to accurately reflect all field conditions and revisions and marked "AS-BUILT" for review and approval. Upon approval of the AS-BUILTs by the City, and prior to granting of final occupancy or final acceptance, the applicant shall provide to the City (1) digital copy in PDF format and two (2) bond copies.

52.The applicant shall comply with reporting requirements in accordance with Government Code 65940.1, which requires the City to, “request from a development proponent, upon issuance of a certificate of occupancy or the final inspection, whichever occurs last, the total amount of fees and exactions associated with the project for which the certificate was issued. The City shall post this information on its internet website, and update it at least twice per year.”
General Provisions

53.The applicant shall pay all applicable development fees at the rate in effect at the time of payment and prior to final map approval by Council or have the fees payable directly to the City through a separate escrow account at the time of recordation of the map.

54.The applicant is advised that, pursuant to California Government Code, Section 66020, any party may protest the imposition of fees, dedications, reservations, or other exactions imposed on a development project by a local agency. Protests shall be filed in accordance with the provisions of the California Government Code and shall be filed within 90 days after conditional approval of this application is granted. The 90-day protest period for this project shall begin on the “date of approval” as indicated on the “Acknowledgment of Acceptance of Conditions” form.

55.All reimbursement requests shall be prepared and submitted in accordance with the requirements of the current version of the “Developer Reimbursement Procedures” a copy of which may be obtained at the City Engineer’s Office.

56.The applicant shall install all improvements within public right-of-way and easements in accordance with the City of Clovis standards, specifications, master plans, and record drawings in effect at the time of improvement plan approval.

57.The applicant shall address all conditions, and be responsible for obtaining encroachment permits from the City of Clovis for all work performed within the City's right-of-way and easements.

58.The applicant shall submit a soils report or a waiver of soils report to the City of Clovis Engineering Division for approval by the City Engineer.

59.The applicant shall provide and pay for all geotechnical services per City policy.

60.The applicant shall comply with the requirements of the local utility, telephone, and cable companies. It shall be the responsibility of the applicant to notify the local utility, telephone, 555
AGENDA ITEM NO. 13.
and cable companies for the removal or relocation of utility poles where necessary. The City shall not accept first submittals without proof that the applicant has provided the improvement plans and documents showing all proposed work to the utility, telephone, and cable companies. All utility vaults in which lids cannot be sloped to match proposed finished grading, local utilities have 5% max slope, shall be located in sidewalk areas with pedestrian lids so the lid slope matches sidewalk cross slope.

61.All existing overhead and new utility facilities located on-site or within the street right-of-way along the streets adjacent to this tract shall be undergrounded unless otherwise approved by the City Engineer.

62.The applicant shall contact and address all requirements of the United States Postal Service Clovis Office for the location and type of mailboxes to be installed. The location of the facilities shall be approved by the City Engineer prior to approval of improvement plans or any construction.

63.The applicant shall contact and address Caltrans requirements. The applicant shall be required to mitigate impacts to State Highway facilities as determined by the City Engineer.

Dedications and Street Improvements

64.The applicant shall provide right-of-way acquisition or dedicate free and clear of all encumbrances and/or improve the following streets to City standards. The street improvements shall be in accordance with the City’s specific plans and shall match existing improvements. The applicant’s engineer shall be responsible for verifying the type, location, and grades of existing improvements.
a. Behymer Avenue – Along frontage, dedicate to provide right-of-way acquisition for 44.5' (existing 30') south of centerline and 24.5’ (existing 20’) north of centerline, and improve with curb, gutter, sidewalk, curb return ramps, streetlights, landscape strip, 43' (22.5’ south + 20.5’ north) of permanent paving, 3' paved swale on the north side of the street, and transitional paving as needed. b. North Baron Avenue – Between Perrin Avenue and the ultimate southern limit of FMFCD Basin BY2, dedicate to provide right-of-way acquisition for 44.5' (exist 0') west of centerline and 44.5’ (exist 0’) east of centerline (centerline is on the eastern property line of the project parcel), and improve with curb, gutter, 6’ sidewalk on both sides of the street, curb return ramps, street lights, landscape strip, 45' (22.5’ east + 22.5’ west) permanent paving, and transitional paving as needed.
c. North Baron Avenue – Along the ultimate FMFCD Basin BY2 frontage and south of Palisade Avenue, dedicate to provide right-of-way acquisition for 44.5' (exist 0') west of centerline and 40.5’ (exist 0’) east of centerline (centerline is on the eastern property line of the project parcel), and improve with curb, gutter, 6’ sidewalk on both sides of the street, drive approaches, curb return ramps, street 556
AGENDA ITEM NO. 13.
lights, landscape strip, 45' (22.5’ east + 22.5’ west) permanent paving, and transitional paving as needed.
d. Palisade Avenue – Between Baron and Osmun Avenues, dedicate to provide right-of-way acquisition for 44.5' (exist 0') north of centerline and 44.5’ (exist 0’) south of centerline, and improve with curb, gutter, 6’ sidewalk on both sides of the street, drive approaches, curb return ramps, street lights, landscape strip, 45' (22.5’ east + 22.5’ west) permanent paving, and transitional paving as needed. e. North Osmun Avenue – Between Palisade and Behymer Avenues, dedicate to provide right-of-way acquisition for 44.5' (exist 0') east of centerline and 21.5’ (exist 0’) west of centerline, and improve with curb, gutter, 6’ sidewalk on the east side of the street, drive approaches, curb return ramps, street lights, landscape strip, 44' (22.5’ east + 21.5’ west) permanent paving, and transitional paving as needed.
f. Perrin Avenue – Between North Baron Avenue and the western limit of TTM 6200, dedicate to provide right-of-way acquisition for 77' (exist 0') north of centerline and 19’ (exist 0’) south of centerline, and improve with curb, gutter, sidewalk, curb return ramps, street lights, landscape strip, 30' (18’ north + 12’ south) permanent paving, 3' paved swale on the south side of the street, and transitional paving as needed. The curb pattern on the north side of Perrin Avenue includes a 10’ meandering asphalt trail and a meandering decomposed granite trail.
g. Perrin Avenue – Between the western limit of TTM 6200 and the western limit of this development, dedicate to provide right-of-way acquisition for 66' (exist 0') north of centerline and 30’ (exist 0’) south of centerline, and improve with curb, gutter, 10’ sidewalk of the north side of the street, 6’ sidewalk on the south side of the street, curb return ramps, street lights, landscaping and irrigation, 32' (16’ north + 16’ south) permanent paving, and transitional paving as needed. The curb pattern on the north side of Perrin Avenue includes a 10’ meandering asphalt trail and a meandering decomposed granite trail.
h. North Hammel Avenue – Dedicate to provide right-of-way acquisition for 30’ (exist 0’) east centerline and 30’ (exist 0’) west of centerline, and improve with curb, gutter, sidewalk, curb return ramps, street lights, landscaping and irrigation, 32’ (16’ east + 16’ west’) permanent paving. The curb pattern for the east side of the street shall include a 5’ sidewalk. The curb pattern for the west side of the street shall include landscaping and an 8’ meandering sidewalk outside of the FID Enterprise Canal easement.
i. Gated Developments – Provide ample vehicle stacking area outside the travel lanes of the public streets that will allow vehicles to wait as vehicles are accessing the control panel to open the security gates. Design a turn-a-round to allow vehicles that cannot enter the complex to return to the street without backing the 557
AGENDA ITEM NO. 13.
vehicle up. Provide the Solid Waste Division with remote controls that will allow access for all solid waste and recycling vehicles.
j. Interior Public Streets – Dedicate to provide for 50’ or 54’ of right-of-way in conformance with the City policy on street widths, and improve with curb, gutter, 5’ sidewalk adjacent to the curb, drive approaches, curb return ramps, streetlights, permanent paving, and all transitional paving as needed. k. Interior Private Streets – For two-way traffic with no parking on both sides, the minimum travel width shall be 25’ with a clear width of 30’. For two-way traffic with parking on one side, the minimum travel width shall be 32’. For two-way traffic with parking on both sides, the minimum travel width shall be 36’. l. Cul-De-Sacs - dedicate to provide for 52' radius and improve with curb, gutter, sidewalk, streetlights, 43' permanent paving and all transitional paving as needed.
m. Temporary Turnabouts – Dedicate to provide for a 48' radius and install 45' of permanent/temporary paving plus 3' paved swale at the north end of North Hamel Avenue.
n. Design a traffic signal at Behymer and North Osmun Avenues, install the portion of the traffic signal at the southeast corner and provide the necessary right-ofway for the southeast corner portion of the traffic signal in its ultimate location. o. The applicant shall relinquish all vehicular access to Behymer Avenue, Palisade Avenue, Perrin Avenue, North Hammel Avenue, North Osmun Avenue and North Baron Avenue for lots that back or side on these streets. p. Community Corner Paseo – At the southwest corner of Behymer Avenue and North Baron Avenue, dedicate and provide for a community corner paseo per the Heritage Grove Design Guidelines.
q. The applicant shall design accommodations for a future pedestrian bridge crossing over the Enterprise Canal along the western limits of the project. r. The applicant shall eliminate access to the existing pedestrian bridge over the Enterprise Canal.

65.The applicant shall provide a dedication for a 10' public utility easement, where applicable, along all frontages or alternate widths approved by the utility companies.

66.The applicant shall not install any fences, temporary or permanent in public right-of-way.

67.The applicant shall provide preliminary title report, legal description and drawings for all dedications required which are not on the site. All contact with owners, appraisers, etc. of 558
AGENDA ITEM NO. 13.
the adjacent properties where dedication is needed shall be made only by the City. The City will prepare an estimate of acquisition costs including but not limited to appraised value, appraisal costs, negotiation costs, and administrative costs. The applicant shall pay such estimated costs as soon as they are determined by the City.

68.The applicant shall obtain "R Value" tests in quantity sufficient to represent all street areas, and have street structural sections designed by a registered civil engineer based on these "R Value" tests.

69.The applicant shall, at the ends of any permanent pavement abutting undeveloped property, install 2" x 6" redwood header boards that shall be placed prior to the street surfacing.

70.Standard barricades with reflectors shall be installed at ends of streets abutting undeveloped property and any other locations to be specified by the City Engineer.

Sewer

71.The applicant shall identify and abandon all septic systems to City standards.

72.The applicant shall install sanitary sewer mains of the size and in the locations indicated below, prior to occupancy. The sewer improvements shall be in accordance with the City’s master plans and shall match existing improvements. The applicant’s engineer shall be responsible for verifying the size, location, and elevations of existing improvements. Any alternative routing of the mains shall require approval of the City Engineer and shall be supported by appropriate calculations.
a. Behymer Avenue – install 15" main along frontage.
b. North Baron Avenue – install 10” main from Perrin Avenue to Palisade Avenue. c. Interior Streets – install 8" mains.

73.The applicant shall provide dedication of a 15' wide utility easement for all on-site sewer mains, not located in otherwise dedicated rights-of-way.

74.The applicant shall install one (1) 4" sewer service house branch to each lot within the tentative tract.

75.The applicant shall notify all property owners annexed to the City and along streets where a new sewer main will be constructed to determine if they wish to be connected to City sewer. Property owners shall work directly with the applicant regarding costs and location.

The applicant shall notify property owners that sewer connection fees are required if they choose to connect.

76.Applicant acknowledges that sewage collection and treatment capacity for the area within which the proposed subdivision is located is extremely limited, and that capacity may not be available to provide service for the proposed subdivision at such time as applicant is ready to seek approval of a final map. Applicant acknowledges, understands, and agrees that if such sewage collection and treatment capacity is not available to serve the proposed 559
AGENDA ITEM NO. 13.
subdivision, as determined in the sole and absolute discretion of the City of Clovis, the final map may not be approved. Notwithstanding the foregoing, applicant has freely and voluntarily chosen to proceed with the submittal and processing of the tentative map, intends to expend money, time and effort in connection therewith, and accepts the risks that the final map approval may be delayed until sufficient capacity is available as determined in the sole and absolute discretion of the City of Clovis. Applicant agrees to hold harmless and indemnify the City of Clovis from any and all claims, costs, expenses, and damages incurred or suffered by applicant, its principals, officers, employees, agents, or contractors, caused by, in connection with, or arising out of the unavailability of sewage collection or treatment capacity to serve the proposed subdivision, or the City’s refusal or failure to approve a final map for the proposed subdivision because of the unavailability of sewage collection or treatment.

Water

77.The applicant shall identify and abandon all water wells to City standards.

78.The applicant shall install water mains of the sizes and in the locations indicated below, and provide an adequately looped water system prior to occupancy. The water improvements shall be in accordance with the City’s master plans and shall match existing improvements.

The applicant’s engineer shall be responsible for verifying the size, location, and elevations of existing improvements. Any alternative routing of the mains shall require approval of the City Engineer and shall be supported by appropriate calculations. a. Behymer Avenue – install 24" main along frontage.
b. North Baron Avenue – install 24" main along frontage. c. Palisade Avenue – install 24" main along frontage.
d. North Osmun Avenue – install 24" main along frontage. e. Interior Streets – install 8" mains.
f. Three different alternatives are recommended to adequately provide water system redundancy to the development:
i. Alternative 1:

1. Tank T-9 – install 3.5-million-gallon storage tank at the southwest corner of the Perrin Avenue and North Sunnyside Avenue alignments.

2. Perrin Avenue Alignment – install 24" main between North Marion Avenue and North Sunnyside Avenue.

3. Sunnyside Avenue – install 24” main between the Perrin Avenue alignment and Heirloom Avenue. Provide a 12” stub for future distribution connection.
ii. Alternative 2:

1. Sunnyside Avenue – install 16" main between Shepherd Avenue and Teague Avenue.

2. Sunnyside Avenue – install 12" main between Teague Avenue and Portland Avenue.
iii. Alternative 3:

1. Sunnyside Avenue – install 16" main between Shepherd Avenue and Teague Avenue.
560
AGENDA ITEM NO. 13.

2. Teague Avenue – install 16” main from Sunnyside Avenue to the existing 16” water main installed by TM 6284.

79.Water Sampling Stations – dedicate and provide for water sampling stations per City standards, at the following locations:
a. Outlot ZZ on the Perrin Avenue side of the gates.
b. Outlot FF on the Osmun Avenue side of the gates.
c. Outlot DD.

80.The applicant shall provide dedication of 15-foot-wide utility easements for all on-site water mains, hydrants, blow-offs, and water meters not located in otherwise dedicated rights-ofway.

81.The applicant shall install a City standard water service to each lot of the proposed subdivision. Water services shall be grouped at property lines to accommodate automatic meter reading system, including installation of connecting conduit. The water meter shall be placed in the sidewalk and not in planters or driveways.

82.The applicant shall notify all property owners’ annexed to the City and along streets where a new water main will be constructed to determine if they wish to be connected to City water.

Property owners shall work directly with the applicant regarding costs and location. The applicant shall notify property owners that water connection fees are required if they choose to connect.

83.Prior to recording a final map of any phase, the applicant shall demonstrate to the satisfaction of the City Fire Chief and City Engineer that there is adequate water pressure to serve the units to be constructed. The applicant shall work with the City Engineer to determine the adequacy of water supply/pressure for the proposed development.

Recycled Water

84.The applicant shall install recycled water mains of the sizes and in the locations indicated below. The recycled water improvements shall be in accordance with the City’s master plans and shall match existing improvements. All areas utilizing recycle water for irrigation shall be clearly marked on the improvement plans. The applicant’s engineer shall be responsible for verifying the size, location, and elevations of existing improvements. Any alternative routing of the mains shall require approval of the City Engineer and may require appropriate calculations.
a. North Baron Avenue – install 8” main along frontage. b. Palisade Avenue – install 8” main along frontage.
c. North Osmun Avenue – install 8” main along frontage. d. Behymer Avenue – install 8” main along frontage.
e. Paseos, Trails, and Neighborhood Parks – install mains as necessary to serve the paseos, trails, and the neighborhood parks.
561
AGENDA ITEM NO. 13.

Grading and Drainage

85.The applicant shall contact the Fresno Metropolitan Flood Control District (FMFCD) and address all requirements, pay all applicable fees required, obtain any required NPDES permit, and implement Best Available Technology Economically Achievable and Best Conventional Pollutant Control Technology to reduce or eliminate storm water pollution.

Plans for these requirements shall be included in the previously required set of construction plans, and shall be submitted to and approved by FMFCD prior to the release of any development permits.

86.Portions of the project appear to lie within a flood zone. The applicant shall comply with the requirements of the City’s Municipal Code.

87.In the event permanent storm drainage facilities are not available, the applicant shall provide temporary on-site retention basins for storm water disposal and provide a cash deposit for each basin to offset the City’s cost of maintaining the basins. The size and design shall be in accordance with the requirements of the City Engineer and may change based on design calculations and access requirements for maintenance. The temporary pond maintenance deposit shall be based on size, depth, expected maintenance schedule, etc. However, the property owner shall be responsible for periodic cleaning of toxic material. The temporary basin is solely for the convenience of the subdivision.

88.The owner of the property on which the temporary basin(s) are located shall backfilled said basin(s) within ninety (90) days after notice is given by the City that the basin(s) are no longer needed. In the event the owner fails to backfill said basin(s) within said 90 days, the City may cause the basin to be backfilled. A lien to cover the cost of the work will be placed on the property, including the costs to prepare and enforce the lien. A covenant shall be prepared and recorded on the lot on which the basin(s) is/are located.

89.Grade differentials between lots and adjacent properties shall be adequately shown on the grading plan and shall be treated in a manner in conformance with City of Clovis Standard Drawing No. M-4 as modified by the City Council. Any retaining walls required on-site or in public right of way shall be masonry construction. All retaining walls shall be designed by a registered civil engineer.

Irrigation and Landscaping Facilities

90.The applicant, as a portion of the required tract improvements, shall provide landscaping and irrigation as required herein. The landscaping and irrigation shall be installed in public right-of-way and the area reserved for landscaping. The irrigation and landscape improvements shall be in accordance with the City’s master plans and shall match existing improvements. The applicant’s engineer shall be responsible for verifying the size, location, and elevations of existing improvements. Plans for the required landscaping and irrigation systems shall be prepared by an appropriately registered professional at the applicant's expense and shall be approved by the City of Clovis Planning and Development Services Department and Public Utilities Department prior to the beginning of construction or the 562
AGENDA ITEM NO. 13.
recording of the final tract map, whichever occurs first. Landscape and irrigation facilities that the City Landscape Maintenance District shall maintain: the median island in Behymer Avenue. The landscape strip around the planned unit development may be maintained by a perpetual maintenance covenant.

91.The owner shall request annexation to and provide a covenant for the Landscape Maintenance District. The property owner acknowledges and agrees that such request serves as a petition pursuant to California State Proposition 218 and no further election shall be required for the establishment of the initial assessment. The assessment for each lot shall be obtained from the City for the tax year following the recordation of the final map.

The estimated annual assessment per average sized lot is $524.53, which is subject to change prior to issuance of building permit or final tract map approval and is subject to an annual change in the range of the assessment in the amount of the Consumer Price Index, U.S. City Average, All Urban Consumers (CPI Index), plus two percent (2%). The additional landscaping enhancements that exceed the City norms and are specific benefit to the property, such as the landscaped area along the north side of Perrin Avenue, the landscaped area along the west side of North Hammel Avenue, entry features, columns, monuments, interior median islands, round-a-bouts, special streetlights, etc., if determined to be maintained by the Landscape Maintenance District, shall be maintained by an additional landscape maintenance assessment. The applicant shall provide construction costs and deposit with the City an amount equal to 50% of the value of the enhanced landscaping hardscape features, or an alternate amount approved by the City Engineer, such as columns, monuments, and special street lights, that exceeds the City norms. The applicant shall provide the City with an estimate of the annual maintenance for the special lighting and landscaping enhancements that exceeds the City norms. The owner/developer shall notify all potential lot buyers before they actually purchase a lot that this tract is a part of a Landscape Maintenance District and shall inform potential buyers of the assessment amount. Said notification shall be in a manner approved by the City. The owner/developer shall supply all pertinent materials for the Landscape Maintenance District.

92.The applicant shall comply with the City of Clovis Water Efficient Landscape Requirements Ordinance.

93.The applicant shall contact and address all requirements of the Fresno Irrigation District (FID). This may include dedicating easements, piping or relocating any existing FID canals and ditches, replacing any existing irrigation piping, concrete lining or improving any existing canals, construction or reconstruction of any canals, culverts, and bridge crossings. Plans for these requirements and improvements shall be included as in the previously required set of construction plans, and shall be submitted to and approved by FID prior to the release of any development permits or recording of the final tract map. If a FID or private irrigation line is to be abandoned, the applicant shall provide waivers from all downstream users.

94.The applicant shall indicate on construction drawings the depth, location and type of material of any existing Fresno Irrigation District's irrigation line along the proposed or existing street rights-of-way or onsite. Any existing canals shall be piped. The material of 563
AGENDA ITEM NO. 13.
the existing pipe shall be upgraded to the proper class of rubber gasket pipe at all locations unless otherwise approved by the City Engineer.

95.The applicant shall apply to the Fresno Irrigation District (FID) for transfer of irrigation water rights to the City of Clovis if the property has not already been removed from FID and transferred to the City. The applicant shall execute a “Request for Change of Relative Value” that can be obtained and processed through FID. The applicant shall provide a copy of the completed form to the City.

96.All existing agricultural irrigation systems either on-site or in public right of way, whether FID or privately owned, shall be identified prior to any construction activity on the site.

Service to all downstream users of irrigation water shall be maintained at all times through preservation of existing facilities or, if the existing facilities are required to be relocated, the relocation and replacement of the existing facilities. It is the intent that downstream users do not bear any burden as a result of development of the site. Therefore, the applicant shall pay all costs related to modification, relocation, or repair of any existing irrigation facilities resulting from or necessitated by the development of the site. The applicant shall identify on site plans and construction plans, all existing irrigation systems and their disposition (abandonment, repair, relocation, and/or piping). The applicant shall consult with the Fresno Irrigation District for any additional requirements for lines to be abandoned, relocated, or piped. The applicant shall provide waivers from all users in order to abandon or modify any irrigation pipelines or for any service interruptions resulting from development activities.

97.The applicant shall provide a landscape and irrigation perpetual maintenance covenant recorded for landscaping installed in the public right-of-way behind the curb including easements that will not be maintained by the Clovis Landscape Maintenance District. A recordable covenant shall be submitted to and approved by the City of Clovis City Engineer prior to final map approval.

98.The applicant shall provide a perimeter wall perpetual maintenance covenant on all properties that have a perimeter wall that is installed on private property. A recordable covenant shall be submitted to and approved by the City of Clovis City Engineer prior to final map approval.

Miscellaneous

99.The applicant shall install streetlights per the attached street light exhibit. Streetlights along the major streets shall be installed on metal poles to local utility provider’s standards at the locations designated by the City Engineer. Street light locations shall be shown on the utility plans submitted with the final map for approval. Streetlights at future traffic signal locations shall be installed on approved traffic signal poles, including all conduits and pull boxes.

Streetlights along the major streets shall be owned and maintained by local utility providers.

Proof of local utility provider’s approval shall be provided. The applicant may install thematic lighting, as approved by the City Engineer. If the applicant chooses to install thematic lighting, the applicant shall provide a conceptual lighting plan identifying adjacent properties 564
AGENDA ITEM NO. 13.
that may be incorporated with thematic lights to create a neighborhood effect. Thematic lighting owned by the City shall be maintained by an additional landscape maintenance assessment.
100.The applicant shall provide a Solid Waste Receptacle Locations covenant for Lots 17, 18, 36, 37, 38, 39, 51, 118, 200, 201, 358, 359, 360, 361, 408, 409, 410, 416, 417, 418, 429, 430, 455, 456, 457, 523, 524, 577, 578, 581, 582, 583, 584, and any other lot located where solid waste receptacles cannot be properly serviced as determined by the Solid Waste manager. A recordable covenant shall be submitted to and approved by the City of Clovis City Engineer prior to final map approval.
101.The applicant shall install all major street monumentation and section corner monumentation within the limits of the project work in accordance with City Standard ST32 prior to final acceptance of the project. Monumentation shall include all section corners, all street centerline intersection points, angle points and beginning and end of curves (E.C.'s & B.C.'s). The applicant/contractor shall furnish brass caps. Any existing section corner or property corner monuments damaged by this development shall be reset to the satisfaction of the City Engineer. A licensed land surveyor or civil engineer licensed to perform land surveying shall certify the placement of all required monumentation prior to final acceptance. Brass caps required for installation of new monuments or replacement of existing monuments shall be provided by the contractor/the applicant and approved by City prior to installation. Within five days after the final setting of all monuments has been completed, the engineer or surveyor shall give written notice to the City Engineer that the final monuments have been set. Upon payment to the engineer or surveyor for setting the final monuments, the applicant shall present to the City Engineer evidence of the payment and receipt thereof by the engineer or surveyor.
102.A deferment, modification, or waiver of any engineering conditions shall require the express written approval of the City Engineer.
103.The conditions given herein are for the entire development. Additional requirements for individual phases may be necessary pending review by the City Engineer.

Fresno Metropolitan Flood Control District (FMFCD) Comments (Robert Villalobos, Department Representative – 559-456-3292) 104.The applicant shall refer to the attached FMFCD correspondence. If the list is not attached, please contact the Fresno Metropolitan Flood Control District for the requirements.

Fresno Irrigation District (FID) Conditions
(Laurence Kimura, Department Representative – 559-233-8227) 105.The applicant shall refer to the attached Fresno Irrigation District correspondence. If the list is not attached, please contact the FID for the list of requirements. 565
AGENDA ITEM NO. 13.

County of Fresno Health Department Conditions
(Kevin Tsuda, County of Fresno Health Department Representative – 600-3271) 106.The applicant shall refer to the attached Fresno County Health Department correspondence. If the list is not attached, please contact the Health Department for the list of requirements.

California Department of Transportation
(Christopher Xiong, Caltrans Representative – 908-7064) 107.The applicant shall refer to the attached Caltrans correspondence. If the list is not attached, please contact the Caltrans for the list of requirements.

Clovis Unified School District
(Michael Johnston, CUSD Representative – 327-9000)
108.The applicant shall refer to the attached CUSD correspondence. If the list is not attached, please contact the CUSD for the list of requirements.

San Joaquin Valley Air Pollution Control District
(Eric McLaughlin, SJVAPCD Representative – 230-5808)
109.The applicant shall refer to the attached SJVAPCD correspondence. If the list is not attached, please contact the SJVAPCD for the list of requirements.

County of Fresno Department of Public Works and Planning (Elliot Racusin, Public Works and Planning Representative – 600-4245) 110.The applicant shall refer to the attached Fresno County Department of Public Works and Planning correspondence. If the list is not attached, please contact the Health Department for the list of requirements.

Administration Department Conditions
(John Holt, Department Representative – 324-2060)
111.Prior to approval, recordation or filing of an annexation, final map, or site plan, the property covered by the Project shall be included within or annexed to a Community Facilities District (CFD), established by the City for the provision of public facilities and services, for which proceedings have been consummated, and shall be subject to the special tax approved with the formation or annexation to the CFD. The CFD applies only to residential projects. 566
AGENDA ITEM NO. 13.

Attachment B
567
568
569
570
Attachment 5
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS APPROVING A PLANNED DEVELOPMENT PERMIT FOR VESTING TENTATIVE TRACT MAP 6343

LOCATED NEAR THE SOUTHWEST AREA OF BEHYMER AVENUE AND THE

SUNNYSIDE AVENUE ALIGNMENT
WHEREAS, Wilson Premier Homes, Inc. 7550 N. Palm Avenue, Suite 102, Fresno, CA 93711, submitted an application for a Planned Development Permit (PDP) 2021-001 to deviate from the R-1 Zone District development standards associated with Vesting Tentative Tract Map 6343 for a 590-lot single-family subdivision (“Project”) on approximately 71.54 acres of property located near the southwest area of Behymer Avenue and the Sunnyside Avenue alignment (“Property”); and
WHEREAS, the proposed PDP 2021-001 is in keeping with the intent and purpose of the Zoning Ordinance; and
WHEREAS, the Planning Commission considered PDP 2021-001 on April 18, 2024, at which time the Commission adopted a resolution recommending that the City Council approve said PDP; and
WHEREAS, the Planning Commission’s recommendations were forwarded to the City Council for consideration; and
WHEREAS, a duly noticed hearing was held on May 20, 2024, at which time the City Council considered PDP 2021-001; and
WHEREAS, the City published notice of the public hearing in the Fresno Business Journal on May 10, 2024, mailed public notices to property owners within 800 feet of the Property, ten (10) days prior to said Planning Commission hearing, and otherwise posted notice of the Public Hearing according to applicable law; and
WHEREAS, the City Council has given careful consideration to this Planned Development Permit on May 20, 2024, and considered the CEQA analysis outlined in the staff report and elsewhere in the Administrative Record which determines that the Project meets the requirements pursuant to CEQA Guidelines and the City Council certified the Final Project Environmental Impact Report for the TM 6343 Project, inclusive of PDP 2021-001, adopted the CEQA Findings of Fact and a Statement of Overriding Considerations, and adopted a Mitigation Monitoring and Reporting Program; and
WHEREAS, the City Council has reviewed and considered the entire Administrative Record relating to the Project, which is on file with the Department, and reviewed and considered those portions of the Administrative Record determined to be necessary to make an informed decision, including, but not necessarily limited to, the staff report, the written materials submitted with the request, and the verbal and written testimony and other evidence 571
AGENDA ITEM NO. 13.
presented during the public hearing, and the conditions of approval attached as Attachment A to this Resolution, which are incorporated herein by this reference.

NOW, THEREFORE, BASED UPON THE ENTIRE RECORD OF THE
PROCEEDINGS, THE CITY COUNCIL RESOLVES AND FINDS AS FOLLOWS:

1. The City Council hereby approves Planned Development Permit 2021-001 (“PDP 2021-001”), subject to the conditions of approval set forth in Attachment A of this Resolution.

2. The Project satisfies the required findings for approval of a Planned Development Permit, as follows:
a. The Project is allowed within the subject base zoning district; b. The Project is consistent with the purpose, intent, goals, policies, actions, and land use designations of the General Plan and any applicable specific plan; c. The Project is generally in compliance with all of the applicable provisions of this Development Code relating to both on- and off-site improvements that are necessary to accommodate flexibility in site planning and property development and to carry out the purpose, intent, and requirements of this chapter and the subject base zoning district, including prescribed development standards and applicable design guidelines; d. The Project ensures compatibility of property uses within the zoning district and general neighborhood of the proposed development;
e. The Project would produce a comprehensive development of superior quality (e.g., appropriate variety of structure placement and orientation opportunities, appropriate mix of structure sizes, high quality architectural design, increased amounts of landscaping and open space, improved solutions to the design and placement of parking facilities, incorporation of a program of enhanced amenities, etc.) than which might otherwise occur from more
traditional development applications;
f. Proper standards and conditions have been imposed to ensure the protection of the public health, safety, and welfare;
g. Proper on-site traffic circulation and control is designed into the development to ensure protection for fire suppression and police surveillance equal to or better than what would normally be created by compliance with the minimum setback and parcel width standards identified in Division 2 of this title (Zoning Districts, Allowable Land Uses, and Zone-Specific Standards);
572
AGENDA ITEM NO. 13.
h. The subject parcel is adequate in terms of size, shape, topography, and circumstances to accommodate the proposed development; and i. The design, location, operating characteristics, and size of the proposed development would be compatible with the existing and future land uses in the vicinity, in terms of aesthetic values, character, scale, and view protection.

3. The City Council has certified the Final Project Environmental Impact Report for the TM6343 Project, adopted the CEQA Findings of Fact and a Statement of Overriding Consideration, and adopted a Mitigation Monitoring and Reporting Program.

4. The City Council could not make the findings necessary for approval of PDP 2021-001 without the conditions of approval set forth in Attachment A to this Resolution.

5. The basis for the findings is detailed in the May 20, 2024, staff report, which is hereby incorporated by reference, the entire Administrative Record, as well as the evidence and comments presented during the public hearing. * * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on May 20, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 20, 2024
______________________________ ______________________________ Mayor City Clerk
573
AGENDA ITEM NO. 13.

Attachment A
Conditions of Approval – PDP2021-001
Planning Division Comments
(Lily Cha, Senior Planner - (559) 324-2335)

1. The developer shall construct a neighborhood park with associated amenities, additional landscaping areas, open space areas, per Attachment 9 of this report.

2. The amenities required for this planned development include the following:
a. A recreational area within each of the Elevations gated communities, which includes a pool, restroom facility, outdoor shower, cabana/ pergola, and lawn chairs. Specific amenity details will be reviewed during the civil plan review process. b. A linear park adjacent to the north side of Perrin Avenue that includes walking path, running path, benches, trash receptacles, enhanced landscaping, and lighting. c. An approximately 13,930 square feet park space with fitness equipment. d. An enhanced sidewalk pattern along the west side of the Hammel Avenue including a 19-foot-wide right-of-way with an 8-foot meandering sidewalk, and enhanced landscaping.

3. The proposed project must also produce a comprehensive development of superior quality than which might otherwise occur from more traditional development on the site. This could include an enhanced entry point, an embellished block wall on both street frontages, and superior exterior elevation design, all of which will be reviewed and approved through the civil plan review process and residential site plan review.

4. The developer shall design and install the Community Gateway (Community Corner Paseo) at the northeast corner of Behymer and North Osmun Avenues. The Corner Paseo shall be designed to meet the intent outlined in the Heritage Grove Guidelines. Final approval of the design shall be made by the Director of Planning and Development Services.

5. The developer shall construct a minimum six-foot-high solid split face masonry wall along the Project frontages of Behymer, Baron, North Osmun, Palisade, and Perrin Avenues.

The masonry wall along Baron Avenue should incorporate tubular steel pedestrian gates in areas where internal driveways front Baron Avenue (Refer to example from TM 6168 in Loma Vista). The masonry walls shall incorporate angled corners at entries, and columns at the corners and ends.

6. The developer shall construct an eight-foot-high solid split face masonry wall along the property lines separating APN 556-040-08s and APN 556-040-09s (between project site and the large residential property immediately south of Behymer Avenue and east of the project site).

7. Landscape features and forms within amenity areas shall be consistent with Heritage Grove Design Guidelines. Details shall be provided in the construction plan. 574
AGENDA ITEM NO. 13.

8. No more than two of the same unit type (floor layout and exterior materials package) shall be repeated side by side. When two of the same units are repeated side by side, they shall be different colors. These identical provisions may be waived by the City Planner on a specific lot basis within the project when the size or configuration of a lot would otherwise prevent compliance with the above requirements of any other siting or setback/yard requirements established under this application. If such a waiver is requested, the developer and City Planner shall work together to ensure that any sitings of units not in compliance with the above requirements shall be of different materials and elevations in order to minimize any adverse visual impacts that may result.

9. Setbacks shall be measured to the exterior face of the framing of the structure. Exceptions to the setbacks are identified in §9.24.100, of the Clovis Municipal Code.

10.Community areas within each gated neighborhood shall adhere to its corresponding development standards.

11.Development standards for the Elev8ions lots/ homes of TM6343 shall be as follows. This is applicable to lots 1-240 and 455-590 (376 total lots):

12.Development standards for the Regent Park lots/ homes of TM6343 shall be as follows.

This is applicable to lots 241-454 (214 total lots):

Lot Coverage: 65% Max
Maximum Height: 2-stories not to exceed 35 feet
Minimum Lot Size: 4,500 square feet
Minimum Parcel Width: 50 feet
Minimum Curved Parcel Width: 25 feet
Minimum Corner Parcel Width: 53 feet
Minimum Parcel Depth: 90 feet
Front Setback to garage/ living area: 18 feet/ 10 feet
Front Setback to Projections and/or Porch/ Patio: 09 feet 575
AGENDA ITEM NO. 13.

Corner/ Reversed Corner Street Side Setback: 03 feet (fence)/ 08 feet (living) Interior Side Yard Setback (opposite from garage): 03 feet Interior Side Yard Setback (garage side): 05 feet
Rear Yard Setback: 08 feet
Garages: 20’x20’ interior dimension (2-car)
9’x15.5’ additional tandem

13.All lighting shall be screened from direct view from the public right-of-way and adjacent residential properties.

14.The developer shall utilize street lights along local and private streets within the development area that are of the same design and luminosity as surrounding developments within Heritage Grove.

15.A residential site plan review (RSPR) is required to memorialize building plans and elevations for the different product types of TM6343. Specific color and materials of the models, walls, amenities, landscaping, and fencing will be evaluated through the civil plans. 576
AGENDA ITEM NO. 13.

Attachment 6
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS MAKING

APPLICATION TO THE FRESNO LOCAL AGENCY FORMATION COMMISSION AND

REQUESTING THE COMMISSION TO TAKE PROCEEDINGS FOR THE BEHYMER

SUNNYSIDE SOUTHWEST REORGANIZATION
WHEREAS, the City of Clovis desires to initiate proceedings pursuant to the Cortese-KnoxHertzberg Local Government Reorganization Act of 2000, Division 3, commencing with Section 56000 of the California Government Code, for the reorganization; and WHEREAS, the specific changes of organization requested are annexation to the City of Clovis and detachment from the Fresno County Fire Protection District; and WHEREAS, the territory proposed to be reorganized is inhabited, and on this day contains 12 voters, according to information received from the County Election Officer; and WHEREAS, a description of the boundaries of the territory is set forth in Attachment A attached hereto and by this reference incorporated herein; and WHEREAS, the proposal complies with the terms and standards of the tax sharing agreement between the City of Clovis and the County of Fresno; and WHEREAS, on May 20, 2024, the City Council certified the Final Project Environmental Impact Report for the TM 6343 Project; adopted the CEQA Findings of Fact and a Statement of Overriding Considerations; and adopted a Mitigation Monitoring and Reporting Program for the annexation and development project of the property, which is the subject of the Behymer Sunnyside Southwest Reorganization; and
WHEREAS, it is desired to provide that the proposed Behymer Sunnyside Southwest Reorganization be subject to the following terms and conditions:

1. The regular assessment roll shall be utilized.

2. Each new development will be required to demonstrate adequate water availability and, if necessary, will be required to drill and test a well, and to connect it to the city water system.

3. Each new development will be required to obtain sewage capacity from the trunk sewer specified by the City Engineer.

4. The provisions of Article II, Annexation by City, as agreed between the City of Clovis and the County of Fresno pursuant to the June 6, 2017, Memorandum of Understanding, as amended from time to time, regarding tax sharing shall apply. 577
AGENDA ITEM NO. 13.

5. The applicants shall reimburse the City for any expense associated with the transition agreement for fire services with the Fresno County Fire Protection District that would apply to this proposal.

6. A "Right-to-Farm" covenant shall be recorded for each tract map or made a condition of each tract map.

7. Pursuant to Government Code Section 56663, the City shall consent to the annexation and waive its rights to a hearing.

8. Prior to approval, recordation or filing of an annexation, tentative map, final map, parcel map, or site plan (Project), the property covered by the Project shall be included within or annexed to a Community Facilities District (CFD), established by the City for the provision of public facilities and services, for which proceedings have been consummated, and shall be subject to the special tax approved with the formation or annexation to the CFD.

The applicant and the property owner acknowledge and agree that if the Project was not part of a CFD, the City might lack the financial resources to operate facilities and provide public services, such as police protection, fire protection, emergency medical services, parks and recreation services, street maintenance, and public transit. Absent the requirement for inclusion of the Project within a CFD, the City might not be able to make the finding that the Project is consistent with the General Plan and relevant specific plans, and might not be able to make the findings supporting approval of the Project as required by the Subdivision Map Act and the California Environmental Quality Act, and the City might be required to deny the application for the Project.

The owner/developer shall notify all potential lot buyers prior to sale that this Project is a part of a Community Facilities District and shall inform potential buyers of the special tax amount. Said notification shall be in a manner approved by the City.

This requirement may be waived in the discretion of the City Council if, at the time of the approval, recordation, or filing of the Project, the City Council has determined that it is not necessary that the Project be included in the CFD.

WHEREAS, the terms and conditions above are the sole responsibility of the City of Clovis to monitor and enforce. The Fresno Local Agency Formation Commission will not be required to enforce the aforesaid terms and conditions as a responsible agency; and WHEREAS, the reason for this proposed reorganization is to provide municipal services, local controls, and logical growth to the unincorporated area of the County that is remote from County services and undergoing urban development; and
WHEREAS, this annexation proposal is consistent with the proposed City of Clovis’ general plan land use diagram designations; and
578
AGENDA ITEM NO. 13.

WHEREAS, the City Council has reviewed and approved the master service plan for the subject change of organization; and
NOW, THEREFORE, THE CITY COUNCIL RESOLVES AND FINDS AS FOLLOWS:

1. The annexation of property within the boundaries set forth in Attachment A is in compliance with the Standards of Annexation as identified in the Memorandum of Understanding between the City of Clovis and the County of Fresno, which is commonly referred to as the Tax Sharing Agreement.

2. This Resolution of Application is hereby adopted and approved by the City Council of the City of Clovis, and the Fresno Local Agency Formation Commission is hereby requested to take proceedings for the reorganization of the territory as described in Attachment A, according to the terms and conditions stated above and in the manner provided by the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000.
* * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on May 20, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 20, 2024
______________________________ ______________________________ Mayor City Clerk
579
AGENDA ITEM NO. 13.

Attachment A
580
AGENDA ITEM NO. 13.
581
AGENDA ITEM NO. 13.
582
AGENDA ITEM NO. 13.
583
AGENDA ITEM NO. 13.
584
AGENDA ITEM NO. 13.
585
AGENDA ITEM NO. 13.
1 Wilson Homes, Inc.

Justification for a General Plan Amendment
January 11, 2023
Applicant: Wilson Homes, Inc.

Mr. Leo Wilson
7550 N. Palm Ave., Suite 102
Fresno, CA 93711
Property Owner: Great Big Land, LP
7550 N. Palm Ave., Suite 102
Fresno, CA. 93711
Representative: Dirk Poeschel Land Development Services, Inc. 923 Van Ness Ave., Suite No. 200
Fresno, CA 93721
APN: 556-030-14, 556-040-07 & 08
Current Zoning: AE-20
Area: 71.54 ± gross acres
Plan Area: Heritage Grove Master Plan

REQUEST
The applicant, Wilson Premier Homes, Inc. (Wilson Homes), proposes to increase the density from Medium Density Residential (4.1 to 7.0 du/acre) to Medium High Density Residential (7.1 to 15.0 du/ acre) for a 71.54 gross acre parcel located at the southwest corner of Behymer and Baron Avenues, east of the Enterprise Canal. Please see the attached vicinity map and Tentative Tract Map No. 6343 prepared by Harbor & Associates of Clovis.

The proposed project will include two distinct product types; the Elev8ions and the Regent Park products which are successfully marketed in Clovis.

BACKGROUND and PROJECT DESCRIPTION
The 71.54 acres of Wilson Homes property is designated for Medium Density Residential (4.1 to

7.0 du/acre) uses. The existing designation would allow a range of 294 to 501 single-family homes. The proposed modification to allow for Medium High Density Residential, which is one general plan classification more intense, would generate a maximum of 1,074 single- family homes. As illustrated on Tentative Tract Map No. 6343 prepared by Harbour & Associates, Wilson Homes is proposing to develop 590 single-family homes with a density of 8.25 ± du/acre, Attachment 7
586
AGENDA ITEM NO. 13.
2 which is less than the median number of units allowed for the Medium High Density Residential land use designation.

The proposed density of 8.25 ± du/acre would allow Wilson Homes to provide a variety of housing types of high quality and meet functional market affordability. While density is often a point of interest, and with building materials soaring in cost, affordability relies even more on density. The cost and scarcity of materials has reached unprecedented levels with dramatic price increases and product scarcity. Communities, buyers, and developers are faced with not building and not providing for substantial demand detailed by various statewide mandates to build more homes to address the statewide shortage or to address the market challenges by adaptation.

The 23.16 +/- acre western portion of the property is designated in the Heritage Grove Master Plan for open space uses. Wilson Homes was aware of this open space designation at the time the site was purchased. Wilson Homes will cooperate with the city to assure that portion of the site will be developed as an open space community amenity in accordance with city policies for such park lands. Nonetheless, the loss of the 23.16+/- acres place an economic burden on the development as economies of scale are reduced.

The proposed site is irregular in shape with its entire west side abutting the Enterprise Canal.

The Enterprise Canal represents a natural physical barrier to the site. The Heritage Grove Trail Circulation Plan indicates conceptual crossings over the canal to the subject site in two locations, a pedestrian bridge to the west and a viaduct to the southwest of Tentative Tract Map No. 6343 (see Figure 1 below). Additionally, a Community Corner Paseo is required for the northeast corner of Tentative Tract map No. 6343, per the Heritage Grove Circulation Plan.

Figure 1 – Canal and Trail Connectivity
587
AGENDA ITEM NO. 13.
3 The project will be served by community water and sewer provided by the City of Clovis. The project is within the boundaries of the Fresno Metropolitan Flood Control District which will provide storm water management services and infrastructure to the proposed subdivision and its surroundings.

JUSTIFICATION
The proposed General Plan Amendment should be granted based on the reasons provided below.

Project Objectives

1. Provide a mix of high-quality housing within the northern new growth area of the City of Clovis.

2. Develop a site proximate to an urban trails system that provides a project amenity that also improves resident’s health by providing a safe and convenient recreational venue while lowering potential environmental impacts by reducing the reliance on the automobile.

3. Meet demand for affordable, market rate housing in the City of Clovis.

Section 9.86.0 Mandatory Findings for Approval of a Plan Amendment

1. The proposed amendment is internally consistent with the goals policies and actions of the general plan.

Below is a comprehensive review of all applicable general plan policies and how the proposed project is consistent with those goals, policies and actions.

2. Proposed amendment would not be detrimental to the public interest health safety convenience or general welfare of the city, and
The project is the subject of an environmental impact report which is the most detailed assessment of a project’s potential to adversely affect the environment. The applicant is quite certain that the project is in the public interest and that any potentially significant environmental impacts can be addressed as is typical with City of Clovis projects.

The proposed project will develop in accordance with City General Plan goals and objectives at a slightly higher density. This proposed density is justified by the need for more housing, more affordable housing and the substantial evidence that suggest that higher density developments reduce urban delivery costs and increase inhabitants health benefits.
3 If applicable, the parcel is physically suitable including absence of physical constraints, access, compatibility with adjoining land uses and provisions of utilities to the requested anticipated projects.
588
AGENDA ITEM NO. 13.
4 The project includes a proposed subdivision map which requires a finding that the subject site is physically suited for the proposed use; that access meet all applicable standards and the utilities are available or will be extended by the applicant to serve the proposed development.

Wilson Homes is proud of its 50-year tradition of being compatible with its surroundings and neighborhoods in which their projects are located. The company is also proud of making a positive attribute to the Fresno Clovis areas with quality homes of sustained attractiveness for decades.

4. There is a compelling reason for the amendment.

As described, the proposed density is justified by the need for more housing, more affordable housing and the substantial evidence that suggest that higher density developments reduce urban delivery costs and increase inhabitants health benefits.

The subject site is of an odd shape and will require extra ordinarily expensive public improvement The slight increase in density addresses a market demand for the housing proposed by the project and lowers per unit infrastructure costs thus improving affordability.

At the time the land use designation was adopted for the subject property, development costs and related infrastructure costs were not accelerating at the rate as is occurring now.

In fact, some basic project material is in such short supply, there delivery time cannot be guaranteed. As stated above, the proposed density is justified by the need for more housing, more affordable housing and the substantial evidence that suggest that higher density developments reduce urban delivery costs and increase inhabitants health benefits.

Consistency with the Heritage Grove Master Plan
The project proposed by Wilson Homes follows the goals detailed in the Heritage Grove Master Plan & Design Guidelines. The Plan goals are met by the project in the following ways:

1. Establish an overall theme and quality for Heritage Grove.

The high-quality homes provided by Wilson Homes would incorporate seamlessly into the theme and quality that the Heritage Grove Master Plan visions. As seen in other Wilson Homes communities throughout Clovis, Wilson Homes offers projects which incorporate into the themes of the master plan communities in which it resides. For Tentative Tract Map No. 6343, both Elev8ions and Regent Park will provide prominent characteristic of cultural and agricultural heritage, as set forth in the Heritage Grove Master Plan.
589
AGENDA ITEM NO. 13.
5 2. Illustrate and direct the intended architectural, landscape and site elements to reinforce the theme and quality.

The products proposed by Wilson Homes will architecturally be implemented and will follow the Heritage Grove Design Guidelines. Wilson Homes products will be reviewed by the Residential Site Plan Review entitlement for consistency and to reassure the city that the neighborhoods will comply with community theme and character. Both the Elev8ions and Regent Park product will provide a contemporary, attractive and aesthetically pleasing design that fits into the vision of the Heritage Grove Master Plan.

3. Provide criteria and examples of expected design qualities and treatments.

The proposed project will provide a high-quality residential development which will fit into the vision of the Heritage Grove Master Plan and Design Guidelines. Wilson Homes is historically known for its top-quality homes which are constructed with high quality materials. Market research and product sales history accumulated by the developer indicates that both products have a wide appeal to varying age groups, economic, and demographic diversity.

4. Refine and implement the Goals and Objectives of the Clovis General Plan.

Please see below for a full explanation of how the proposed project meets the goals and objectives of the Clovis General Plan.

Consistency with General Plan Housing Goals
The proposed project meets the following General Plan Goal and Polices:
• Goal 3: Orderly and sustainable outward growth into three Urban Centers with neighborhoods that provide a balanced mix of land uses and development types to support a community lifestyle and small-town character.

Tentative Tract Map No. 6343 is being proposed within the Northwest Urban Center in Clovis. The proposed project will offer future residence the opportunity to live and enjoy all future land uses, such as retail, recreational, public, proposed by the Heritage Grove Master Plan.
o Policy 3.6 Mix of housing types and sizes. Development is encouraged to provide a mix of housing types, unit sizes, and densities at the block level. To accomplish this, individual projects five acres or larger may be developed at densities equivalent to one designation higher or lower than the assigned designation, provided that the density across an individual project remains consistent with the General Plan.
590
AGENDA ITEM NO. 13.
6 As stated above, two housing products are proposed; the Elev8ions product which is an upscale residential product focused on the young professional in the move up market and the mature buyer who desires less yard maintenance. The other product is the Regent Park which is also an upscale residence with a focus on the more traditional buyer who desires a larger lot and perhaps a larger home. Both products attract a large portion of current Clovis residents.

The proposed project encompasses a land area of 71.54 gross acres. The General Plan designation for the subject site is Medium Density Residential which allows for 4.1 to 7.0 du/acre. The proposed modification to the General Plan would change to Medium High Density Residential and would allow for 7.1 to 15.0 du/acre, meeting policy 3.6 by increasing the general plan designation to one designation higher.
• Goal 5: A city with housing, employment, and lifestyle opportunities for all ages and incomes of residents.

The proposed project will provide a mix of housing sizes and lifestyle opportunities for all ages. The two proposed product types focus on meeting varied housing lifestyles and income levels of the Clovis market.
o Policy 5.1 Housing variety in developments. The Clovis General Plan has been planned to provide a variety of housing product types suitable to each stage of a person’s life. Each development should contribute to a diversity of housing sizes and types within the standards appropriate to the land use designation.

As stated above, the two proposed product types focus on meeting varied housing lifestyle categories. The Elev8ions and Regent Park products were specifically designed to address distinct elements of the Clovis residential market. Each product contributes to the diversity of housing sizes and types while still delivering the decades long tradition of quality Wilson homes.

Market research and product sales history accumulated by the developer indicates that both products have a wide appeal to a varying age group and economic and demographic diversity.
o Policy 5.2 Ownership and rental. Encourage a mixture of both ownership and rental options to meet varied preferences and income affordability needs.

The proposed project is intended to provide for two distinct ownership opportunities based on market demand. Market research performed by the developer indicates that both projects appeal to a varying economic demographic diversity. Incidental to the sale of the homes, there is some conversion to rental units, which will give an opportunity for people seeking to rent a unit the 591
AGENDA ITEM NO. 13.
7 opportunity to do so. It should be noted there is no legal way for the developer to prohibit the rental of units.
o Policy 5.3 Innovative housing. Encourage innovative housing product types, including multigenerational, cooperative, and variations on live-work housing.

Both the Elev8ions and Regent Park products are currently offered in the Clovis market. Over time, both products have been modified to improve upon their design to better adapt to changing market demand. The Elev8ions and Regent Park products have been widely accepted by a broader range of the market with a greater range of demographic, income and lifestyle appeal.

As mentioned previously, the Elev8ions product is an upscale detached singlefamily residential product of a slightly higher density specifically developed for the first-time buyer or mature buyer who does not want a large lot. The product goal is to build a quality home on a small lot with great livability.

The Regent Park product is also an upscale residence with a focus on the more traditional buyer who desires a larger lot and perhaps a larger home. Both products attract a large portion of current Clovis residents. • Goal 6: A city that grows and develops in a manner that implements its vision, sustains the integrity of its guiding principles, and requires few and infrequent amendments to the General Plan.

The proposal to change the General Plan land use/circulation classifications is consistent with the Heritage Grove Design Guidelines by providing a quality residential development to accommodate a variety of lifestyles.
o Policy 6.1 Amendment criteria. The City Council may approve amendments to the General Plan when the City Council is satisfied that the following conditions are met:

A. The proposed change is and will be fiscally neutral or positive.

In accordance with city policies, the proposed project will pay a range of development and impact fees and will install a variety of public improvements. The proposed homes are of a high quality which assures sustainability not only of the homes, but of the community in which they are located. No information exists to suggest the project will not be revenue neutral to the city.

1. School Fees of $6.6 million to Clovis Unified School District a. Elev8ions - 1,545 sq. ft. average
376 units x 1,545 sq. ft. = 827,200 sq. ft. x $4.67 per sq. ft. = $2.71 million
592
AGENDA ITEM NO. 13.
8 b. Regent Park-2,266 sq. ft. average
214 units x 2,266 sq. ft. = 484, 924 sq. ft. x $4.67 per sq. ft. = $2.26 million

2. Regional Mitigation Fees
a. Reginal Transportation Mitigation Fee $2,143/unit x 590 units = $1,264,370
b. San Joaquin Unified Air Pollution Control Air District- $500/unit x 590 units= $295,000

3. Clovis Community Facility District Public Safety Annual Assessments $156,869.20
590 x $265.88/unit = $156,869.20 per year for Clovis Public Safety (fire/police)
B. The proposed change can be adequately served by public facilities and would not negatively impact service on existing development or the ability to service future development.

The proposed change can be adequately served by public facilities and will not negatively impact service on existing development or the ability to service future development. In fact, all the available information suggests that a slight increase in residential densities has a positive downward influence on service delivery costs.

C. The proposed change is consistent with the Urban Village Neighborhood Concept when within an Urban Center.

The proposed project is complementary to the Heritage Grove Master Plan.

The proposed densities are reasonable and consistent with studies that suggest such densities reduce public and private cost of residential development. The proposed project will accelerate the completion of the plan area. o Policy 6.2 Smart growth. The city is committed to the following smart growth goals.

A. Create a range of housing opportunities and choices.

As described above, the proposed project offers two distinct housing products that appeal to a wide market base.

B. Create walkable neighborhoods.

The project will incorporate trails and pedestrian connection to enhance and promote walking and reduce the reliance on fossil fueled transportation 593
AGENDA ITEM NO. 13.
9 sources to schools, and the Heritage Grove City Center Villages North and West.

The City Center Villages North and South Specific Plan is an area with the Heritage Grove Master Plan which will consist of approximately 210 ± acres of residential, commercial, and mixed-use developments. One of the main goals of the plan is to promote a healthy lifestyle by providing trails, parks, and pedestrian connectivity for all future residents to enjoy. A substantial body of empirical information exists indicating that walkability also has a positive influence on public health.

C. Encourage community and stakeholder collaboration.

Wilson Homes has committed to an appropriate outreach to the community to define the project characteristics and related compatibility.

D. Foster distinctive, attractive communities with a strong sense of place.

The project developer is well-known for developing attractive communities with a strong identity. This Wilson Homes project will not be an exception to historic high quality and design standards by integrating the project with its surroundings and linking with the master plan proposed open space areas that will create an attractive, distinctive project.

E. Make development decisions predictable, fair, and cost-effective.

Wilson Homes believes that there is ample justification for the proposed project and trusts that the public hearing and land use entitlement process will result in the approval of the request.

F. Mix land uses.

Please see the information above regarding the proposed mix of product.

G. Preserve open space, farmland, natural beauty, and critical environmental areas.

The proposed project will incorporate a trail connection to the regional trail system and facilitate development of a community park located to the west of the subject project. Consistent with the Landscape of Choice, the proposed slight increase in densities reduces pressure to convert nonurban farmland to urban purposes.

H. Provide a variety of transportation choices.

As mentioned above, the project will incorporate trails and pedestrian linkage to enhance walkability and reduce the reliance on fossil fueled transportation sources.
594
AGENDA ITEM NO. 13.
10 As stated in the Heritage Grove Master Plan, a roughly 30-acre community park will be constructed to the west of Tentative Tract Map No. 6343. The project will also provide a variety of open spaces throughout the development.

Additionally, a community corner paseo will provide a reciprocal connection from the project’s housing, community park, and will create future connectivity to the proximate planned school and community business center, as well as connectivity to other community features.

Information developed when the Landscape of Choice was adopted, indicated that slight increases in residential densities promoted the use of non-motorized travel and increases in bus ridership.

I. Strengthen and direct development toward existing communities.

The proposed project is part of the Heritage Grove Master Plan. The project will strengthen the commitment to the planned area by providing a market sensitive product with exceptional master plan qualities.

J. Take advantage of compact building design.

The proposed products have evolved to be more efficient and still meet market demand for high quality housing on smaller than traditional sized lots.

K. Enhance the economic vitality of the region.

Completion of the proposed project will contribute to the completion of the Heritage Grove Master Plan area which was an integral part of the city’s three urban village concepts. The proposed new housing will provide quality homes for employees and consumers thus contributing to the region’s economic vitality.

L. Support actions that encourage environmental resource management.

The proposed project seeks to create greater service delivery efficiencies, consume less fossil fuels which improves the quality of life and air quality by developing trails and open space amenities.

M. Other
The applicant was recently informed that due to a clerical error with APN maps and other documents resulted in a delayed recognition by Fresno County that some of the land to be entitled remains encumbered by a Williamson Act contract. Wilson Homes has begun working with Fresno County staff to file a Notice of Non-Renewal and cancel the contract on the property. County staff has assured the Wilson Homes that the process to remove the contracted property from the Williamson Act can be completed in about 4 months, which is well before the project environmental documentation will be completed. 595
AGENDA ITEM NO. 13.
11 CONCLUSION
For the reasons detailed above, Wilson Homes respectfully requests support of the proposed project as it is consistent with the Clovis General Plan, the Heritage Grove Master Plan, the Landscape of Choice and a variety of market factors.
m:\current clients\wilson-tt-6343 behymer 21-21\justification.docx 596
AGENDA ITEM NO. 13.

Residential Land Use Development Standards
TRACT 6343 - Elev8ions

DESIGNATIONBUILDING SETBACKS

BUILDING INTENSITYGARAGES/STREETS/PARKING
Zone DistrictGP Density Range
Minimum Lot AreaMinimum Lot WidthMinimum Lot Depth
Front YardSide YardCorner/Reversed Corner
Dwelling UnitsGarages

ACCESSORY USES
Walls/FencesTrellisesPools and Spas

LAND USE
Maximum Height

STANDARD NOTES
5’ min/4’ min
5’ min/3’ min
3’ min
1,800 sq ft
36’
50’
Maximum Coverage 65%
R-1-PRD

7.1 - 15.0 du/ac
1-car
6’ min - 8’ high max
12’ high max
To garage, living area/porch or projections5’ min garage side/3’ min other side Medium-High Density Residential
Curb-to-curb
All setbacks measured from PL.General list of requirements and restrictions.

DEVELOPMENT STANDARDS
35’
For street frontage/For lot depth
376

SINGLE-FAMILYRESIDENTIAL
Rear Yard nim’4
Streets (Interior)Parking 1.5 spaces/unit min 1 covered space per unit min 36’ wide
Curved, Cul-de-sac orCorner Lot
36’ min/50’ min
2-car
10’x20’ min
20’x20’ min
serutcurtS derevoC
Accessory Buildings
3’ min Water portion to rear and side PLs. Pool and spa may not be located in front yard.

Equipment Pool, spa and fountain equipment allowed in side yard setback. 12’ high max
NOT TO SCALE The imagery conveys samples of the architectural character intended for these neighborhoods.

TRACT 6343 - SOUTH SIDE OF BEHYMER EAST OF MINNEWAWA era snoitidda gnidliub dna serutcurts derevoCallowed subject to review by HOA committee and permitting by the City of Clovis, provided that lot coverage standards are not exceeded and that a rear yard encroachment permit is obtained if encroachment into rear yard occurs.

SHEET 1 OF 1 - 4/5/24
NOTE: Construction of more than two of the sameplan type in a row or more than three 2-car garagemodels in a row (excepting tandem garage units)shall be addressed through the Residential SitePlan Review process. living area; 4’ min. setback to porch5’ min. front yard setback to garage, 5’ min. on trashtoter side yard
or projections.
4’ min.
65% max.
lot coverage
36’ min’
lot width
3’ min. side yard/
corner lot/
reversed corner lot

INTERIOR STREET

INTERIOR STREET
50’ min. lot depth
Lots 1-240 & 455-590
8' tall walls require permits
Attachment 8
AGENDA ITEM NO. 13.

Residential Land Use Development Standards
TRACT 6343 - Regent Park

DESIGNATIONBUILDING SETBACKS

BUILDING INTENSITYGARAGES/STREETS/PARKING
Zone DistrictGP Density Range
Minimum Lot AreaMinimum Lot WidthMinimum Lot Depth
Front Yard (Local)
Side Yard
Corner/Reversed Corner
Dwelling UnitsGarages

ACCESSORY USES
Walls/FencesTrellisesPools and Spas

LAND USE
Maximum Height

STANDARD NOTES
18’ min/10’ min/9’ min
5’ min/3’ min 5’ min garage side/3’ min opposite side
3’ min/8’ min
4,500 sqft
50’
90’
R-1-PRD

7.1 - 15.0 du/ac
2-car
6’ min - 8’ high max
12’ high max
To garage/To living area/To projections and/orporch/patio Medium-High Density ResidentialLots @ 50’ x 90’ min.
20’x20’ min
All setbacks measured from PL.General list of requirements and restrictions.

DEVELOPMENT STANDARDS
35’
For street frontage
214
To side yard fence/To living area

SINGLE-FAMILYRESIDENTIAL
Rear Yard 8’ min
Streets (Public)On-Street Parking Yes
50’/54’ wide
Curved/Cul-de-sac 25’ minCorner/ Lot widthReversed Corner 53’ min
3-car 20’x20’ min w/tandem 9’x15.5’ min
C derevo S urt tc seru Co rev de idliub dna serutcurts ng era snoitidda allowed subject to review by the City of Clovis,provided that lot coverage standards are notexceeded and that a rear yard encroachmentpermit is obtained if encroachment into rearyard occurs.

Accessory Buildings
5’ min Water portion to rear and side PLs. Pool and spa may not be located in front yard.

Equipment Pool, spa and fountain equipment allowed in side yard easement. 12’ high max
SHEET 1 OF 1 - 4/5/24
NOT TO SCALE The imagery conveys samples of the architectural character intended for these neighborhoods. 5’ min. on garage side,3’ min. on opposite side
18’ min. front yardsetback to garage,
50’ min.
lot width
90’ min. lot depth60% max. lot coverage

PUBLIC STREET
8’ min. to patio or living area to providefor greater front yard setback variation 9’ min. front yard setback to porch,patio, or projections 10’ min. front yard setbackto living area
TRACT 6343 - SOUTH SIDE OF BEHYMER EAST OF MINNEWAWA PUBLIC STREET 3’ min. to side yard fence/8’ min. to living area on corner lot/ reversed corner lot Fence Line
Lots 241-454
Maximum Lot Coverage 60%
20' min. To garage on Lots 241-252 & 448-454
20' min. front yardsetback to garage on lots 241- 252 & 448 - 454. 8' tall walls require permits
AGENDA ITEM NO. 13.

TR 6343

CONCEPTUAL PLAN
WILSON HOMES 1-5-23
TR 6200 LENNAR
LENNAR TR 6292 LENNAR
PERRIN AVE.

CLOVIS AVE.

BEHYMER AVE.

BARON AVE.

EXISTING
FMFCD
BASIN

EXISTING
RURAL

RESIDENTIAL

NOT A PART

EXISTING

VIADUCT
(DRAINAGE)

EXISTING

PEDESTRIAN

CROSSING
TRAIL
A
A
B B
CLOVIS AVE.

FUTURE CITY PARK,

NOT A PART

FUTURE CITY PARK,

NOT A PART

PASSIVE PARK(S)

WITH PEDESTRIAN

PATHS, BENCHES &

SHADE TREES
EXHIBIT L-1 Context Plan

RECREATION AREA WITH

POOL, CONCRETE PAVING,
& RESTROOMS
SEE EXHIBIT L-3

RECREATION AREA WITH

POOL, CONCRETE PAVING,
& RESTROOMS
SEE EXHIBIT L-3
C C

ENHANCED COMMUNITY
CORNER
SEE EXHIBIT L-3
Attachment 9
599
AGENDA ITEM NO. 13.

TR 6200 LENNAR
LENNAR TR 6292 LENNAR
PERRIN AVE.

CLOVIS AVE.

BEHYMER AVE.

BARON AVE.

EXISTING
FMFCD
BASIN

EXISTING
RURAL

RESIDENTIAL

NOT A PART
TRAIL
CLOVIS AVE.

EXHIBIT L-2 Pedestrian Circulation Plan

PEDESTRIAN ROUTE
TRAIL
HAMMEL AVE.

TR 6343

CONCEPTUAL PLAN

WILSON HOMES
FUTURE

CONNECTION
FUTURE

PEDESTRIAN

CIRCULATION FUTURE
TRAIL
600
AGENDA ITEM NO. 13.

SECTION A-A PERRIN AVE.

EXHIBIT L-3 See Sheet L-1 for Section Locations
SECTION B-B HAMMEL AVE.

TR 6343 SECTION C-C BARON AVE.

CONCEPTUAL PLAN

WILSON HOMES
601
AGENDA ITEM NO. 13.

EXHIBIT L-4 Linear Park and Trail

LINEAR PARK

OPEN TURF

FITNESS EQUIPMENT

PEDESTRIAN

CROSSING WITH

TRAFFIC CALMING

BULB OUTS
BENCHES @ +/- 200’

INTERVALS
PASEO

CONNECTION
10’ CONCRETE
TRAIL
5’ D.G. OR NATIVE

RUNNING TRAIL

LINEAR PARK
ENTRY
PERRIN AVE.

BARON AVE.

HAMMEL AVE.

TR 6343

CONCEPTUAL PLAN

WILSON HOMES
8’ MEANDERING WALK

AT LINEAR PARK

EXTENSION
FUTURE
LINEAR
PARK
602
AGENDA ITEM NO. 13.

FLOOR PLAN KEY NOTES Name NOTE 001 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL ( SEE DETAIL 15/D5.1) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANK LESS WATER HEATER. INSTALLATION PER MANUFACTURE'S INSTRUCTIONS 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) IN ATTIC ON 6' X 12' PLATFORM 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR (100 SQ IN MIN). UNDER-CUT THE DOOR 1 INCH 349 SLIDE-IN RANGE/ OVEN AND MICRO WITH VENT/ LIGHT COMBINATION 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN LIGHT (EXHAUST VENT TO OUTSIDE) 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN 373 DRYER SPACE 374 SHELF ABOVE - OPT. CABINETS (SEE INTERIOR ELEV.) 380 TUB/ SHOWER 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 60"X42" 387 SHOWER - HOT MOP - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 455 LINEN 457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT 401 8'-0" SOFFIT W/ 12" RADIUS AT CORNERS 2X4 LOW WALL BELOW VARIES
4" MIN. 7" MAX. VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2'-6" 31'-2" 10'-7" 3'-3" 8" 16'-4" 14'-2" 4'-10" 7'-11" 4'-11" 12'-10" 14'-4" 27'-2" 23'-8" 12'-4" 4'-0" 7'-3" 5'-6" 16'-9" 10'-5" 1'-2" 8'-0" 1'-3" 4'-5
1 2
" 2'-8" 5'-6" 1'-7
1 2
" 8" 5'-8
1 2
" 2'-2
1 2
" 3'-5" 2'-10" 2
1 2
" 3'-0" 2'-4
1 2
" 3'-4" 1'-9
1 2
" 10'-8
1 2
" 4" 3'-11" 2'-1" 002 006 364 351 459355 359 462 441 +42" 460 444 309 305 393 392 104 10'-1 1/2" x 20'-0" CLEAR SPACE 110 321 201
7'-6" 16'-2" 3'-9" 10'-7"
36'-0" 27'-2" 442 464 2468
2468
2468
26 SC 68 2668 SC
30 SC 80 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER 2'-2" 004
1'-11" UP16R 1AD5 1GD5 1ED5 3050 SH
3050 SH 3050 SH
2'-0"2'-6" 2
1 2
" AA1.3
AA1.3
B A1.3 B A1.3 005 004 003 1'-8" 2'-4" 2'-8" 4'-7" 8" 508 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE PLAN 1212A LOWER FLOOR PLAN 495 SQ. FT. UPPER FLOOR PLAN 732 SQ. FT. TOTAL 1227 SQ. FT. GARAGE 292 SQ. FT. 401 7'-0" SOFFIT W/ 12" RADIUS AT CORNERS 4068BI-PASS 4068BI-PASS BI-PASS 4068 WALK-IN 8'-0" CLG. CARPET WALK-IN 8'-0" CLG. CARPET SERV 7'-0" CLG. HS BATH 2 8'-0" CLG. HS HALL 8'-0" CLG. CARPET BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET M.BATH 8'-0" CLG. CARPET 4'-0" 7'-3" 1'-7" 3'-11" 16'-9" 10'-5" 5'-3" 5'-2" 27'-2" 5'-4" 1'-7
1 2
" 5'-4
1 2
" 9'-1" 1'-5" 2'-8" 2'-0" 8'-6" 23'-8" 12'-4" 8'-11
1 2
" 3'-7" 1'-8" 1'-6" 2'-1" 4'-10
1 2
" 4'-6" 9'-4
1 2
" 6'-9" 11'-0
1 2 16'-1 " 1
2 " 27'-2"
10'-6" 10'-6"
2'-0" 9'-6" 1'-8" 13'-2" 7'-0" 5'-9" 1'-8" 5'-4" 31'-2" 4'-10" 5'-5 1 2
"3'-0" 1" 2'-7
1 2
" 1'-7" 4'-2
1 2
" 3'-2"1'-7" 4'-4" 3'-7" 2'-0" 3'-11" 5'-5
1 2
" 4'-2
1 2
" DN16R 393 462 380 381 455441 +42" 322 465 462 462 444 462 465 393 387 382 457 2'-4
1 2
" HS C
C HS 21068 PR. 373 372 416 6'-4" 6'-11" W/LOUVER VENTS 427 427 427 2'-11" 1'-11" 2668 2668
2668 2668
2468 2468 2468 42"x60" 464 336 FX 2030 3050 SH
2030 SH 2030 SH
TEMP. GL. 2030 SH TEMP. GL. 2030 SH 2030 SH
3050 SH 3050 SH
2030SH
OPTIONAL 2030SHOPTIONAL 3050 SH TEMP. GL. 2030 SH 2'-6" 2'-0" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2016 CPC 408.6 2'-0" 2'-6" 5'-3" 442 +42" HS C
36'-0"
36'-0"
AA1.3
AA1.3
B A1.3 B A1.3 M. BDRM VOL. CLG. CARPET 3:12 3:12 A1.1
-A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

RIDGE VALLEY RIDGE VALLEY RIDGE
5:12
5:12
5:12
5:12 5:12 5:12
5:12 ROOF AREA: ' ' SQ. FT.A 772 25D1 26D1 22D3 802 810 837 VALLEY
VALLEY ROOF AREA: ' ' SQ. FT.B 16 826 839 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.4 -A1.4 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE ' S ' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 NONE TIGHT 1D1 ROOF PLAN NOTES CONTEMPORARY SPANISH 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212A EXTERIOR ELEVATIONS & ROOF PLAN 604 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A1.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 521 STUCCO - OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER SRAT 'R' GUARD ESR-1566 BY 'START R FOAM'. 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS" BY EL DORADO STONE PRODUCTS - TER# 1312-01 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2468 10'-1 1/2" x 20'-0" CLEAR SPACE 2468 2468
26 SC 68 2668 SC 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER UP 3050 SH 27'-2" 27'-2" 37'-6"
37'-6" 12'-10" 14'-4" 4'-10" 31'-2"
12'-4" 23'-8" 16'-9" 10'-5" 1'-2" 8'-0" 1'-3"
1'-6" 13'-6" 3'-3" 3'-7" 7'-10" 2'-1" 1'-6" 002 005 004 003 551 2'-1" 30 50 SH 60 50 SL 3080 S.C. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE PLAN 1212B LOWER FLOOR PLAN 495 SQ. FT. UPPER FLOOR PLAN 732 SQ. FT. TOTAL 1227 SQ. FT. GARAGE 292 SQ. FT. 4068BI-PASS 4068BI-PASS BI-PASS 4068 WALK-IN 8'-0" CLG. CARPET SERV 7'-0" CLG. HS BATH 2 8'-0" CLG. HS HALL 8'-0" CLG. CARPET BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET M.BATH 8'-0" CLG. CARPET DN16R HS C C HS 21068 PR. W/LOUVER VENTS 2668 2668
2668 2668
2468 2468
FX 2030
2030 SH
TEMP. GL. 2030 SH TEMP. GL. 2030 SH 2030 SH
3050 SH 3050 SH
2030SH
OPTIONAL 2030SHOPTIONAL HS C 27'-2" 16'-1
1 2
" 11'-0
1 2
" 27'-2" 16'-9" 10'-5" 12'-10" 3'-11" 7'-10" 2'-7"
36'-0" 31'-2" 4'-10"
36'-0" 23'-8" 12'-4" 2'-7" 8'-8" 1'-7"
1'-7"
1'-7" 2468 WALK-IN 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET 40 50 SL FX 20 40 FX TEMP. GL. 40 50 SL 20 30
FX 20 50 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

R HIP HIP

VALLEY HIP HIP RIDGE VALLEY

HIP HIP RIDGE HIP HIP
5:12
5:12
5:12
5:12 5:12 5:12 5:12
5:12 5:12
5:12 5:12 ROOF AREA: ' ' SQ. FT.A 772 810 837 ROOF AREA: ' ' SQ. FT.B 16 801 826 24D1 24D1 28D1 807 24D1 839 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 807 ROOFING - METAL BY CUSTOM BILT METALS - ASTM A792 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.6 -A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2x6 2x6 1'-0" 1D1 ROOF PLAN NOTES MODERN U.N.O. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212B EXTERIOR ELEVATIONS & ROOF PLAN606 NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A1.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 521 STUCCO - OMEGA DIAMOND WALL ONE COAT STUCCO (R4) ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER SRAT 'R' GUARD ESR-1566 BY 'START R FOAM'. 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 VARIES
4" MIN. 7" MAX. LIVING 9'-0" CLG. HSDINING/ KITCHEN 9'-0" CLG. HS 1 CAR GARAGE 9'-0" CLG. CONC. HALL 9'-0" CLG. HS PWDR 9'-0" CLG. HS 2468 10'-1 1/2" x 20'-0" CLEAR SPACE 2468 2468
26 SC 68 2668 SC 8'-0" x 8'-0" SECT. GAR. DOOR 8080 TEMP. GL. SLIDER UP16R 3080 S.C. 27'-2" 27'-2" 36'-0"
36'-0" 12'-10" 14'-4" 4'-10" 31'-2"
12'-4" 23'-8" 16'-9" 10'-5" 1'-7" 2'-6" 6'-8" 6'-0" 8'-0" 1'-3" 1'-10" 12'-6" 1'-2" 002 005 004 003 20 50 SH 20 50 SH
26 50 SH 26 50 SH NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION SPN # . FLOOR AREA TABLE PLAN 1212C LOWER FLOOR PLAN 495 SQ. FT. UPPER FLOOR PLAN 745 SQ. FT. TOTAL 1240 SQ. FT. GARAGE 292 SQ. FT. 4068BI-PASS 4068BI-PASS BI-PASS 4068 WALK-IN 8'-0" CLG. CARPET SERV 7'-0" CLG. HS BATH 2 8'-0" CLG. HS HALL 8'-0" CLG. CARPET BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET M.BATH 8'-0" CLG. CARPET DN16R HS C C HS 21068 PR. W/LOUVER VENTS 2668 2668
2668 2668
2468 2468
FX 2030
2030 SH
TEMP. GL. 2030 SH TEMP. GL. 2030 SH 2030 SH
3050 SH 3050 SH
2030SH
OPTIONAL 2030SHOPTIONAL HS C 27'-2" 16'-3
1 2
" 10'-10
1 2
" 27'-2" 16'-9" 10'-5" 13'-4" 3'-5" 8'-4" 2'-1"
37'-0" 32'-2" 4'-10"
37'-0" 23'-8" 12'-4" 1'-0"
2'-5" 10'-1"
2'-1" WALK-IN 8'-0" CLG. CARPET M. BDRM VOL. CLG. CARPET 3:12 3:12 30 50 SH 20 30 SH 30 50 SH
30 50 SH 6'-8" 6'-8"
1'-8" 6" WALL 521 650B BOT TOP A1.7
-A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

VALLEY HIP HIP RIDGE VALLEY

HIP HIP RIDGE HIP HIP
VALLEY RIDGE 5:12
5:12
5:12
5:12 5:12 5:125:12
5:12
5:12 5:12 ROOF AREA: ' ' SQ. FT.A 785 810 801 826
5:12 ROOF AREA: ' ' SQ. FT.B 16 24D1 28D1 24D1 30D1 839 839 837 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: CCAM -06-18-2020-2018077.07 06-18-20
NEW ELEV8IONS- PLAN 1212

CLOVIS, CALIFORNIA

WILSON HOMES

C NEW ELEV8IONS 2018077.07 - P1212 (P2) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1212C EXTERIOR ELEVATIONS & ROOF PLAN 608 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 342 RETURN AIR GRILL - SEE MECHANICAL 344 WHOLE HOUSE EXHAUST FAN PER 2010 CEC. REFER TO ATTACHED "SUMMARY OF THE 2019 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2019 CMC 921.3.2 & 921.4.3 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 386 SHOWER - PREFABRICATED STALL - 36"X60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC. (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOE ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY VARIES
4" MIN. 7" MAX.

VARIES
4" MIN. 7" MAX. GARAGE 9'-0" CLG. CONC.KITCHEN 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. H.S. ENTRY 9'-0" CLG. H.S. COVERED ENTRY 9'-0" CLG. CONC. UP 16R PWDR. 9'-0" CLG. H.S.

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 27'-6" 14'-10" 12'-8" 2'-3" 5'-0" 5'-0" 2'-7" 6'-3" 6'-5" 43'-2" 18'-9" 4'-1" 20'-4" 16'-11" 3'-5" 2'-1
1 2
" 1'-11
1 2
"
2'-6" 31'-8" 9'-0" 26'-2" 5'-6" 2'-3" 9'-11" 8'-3" 5'-9" 6" 3'-6" 1'-6" 27'-6" 6'-4" 21'-2" 1'-6" 4'-2" 8" 2'-7" 16'-0" 2'-7" 4'-7 1 2
" 5'-9
1 2
" 3'-4" 7'-11
1 2
" 3'-0" 2'-9
1 2
" 6'-5" 3'-6" 3'-6" 3'-6" 8" 2'-10" 2'-10" 8" 1'-8
1 2
" 4'-1" 11'-3
1 2
" 1'-8" 4'-1
1 2
" 2'-0" 1'-11" 2'-2" 2 TR @ 10" EA. 1'-8" 4'-1" 6" 2'-5 1 2
" 5'-3
1 2
" 6'-3
1 2
" 459 460 359 355 364 351453 392 393 305 309 006 110 002 104 421 003 321 444410 102 005 101 004 451 201 A A1.3 A A1.3
BA1.3
BA1.3 4'-7
1 2
" 43'-2"
2'-0" 5
1 2
"1'-0
1 2
" 16'-0" x 8'-0" SECT. GAR. DOOR 401 7'-6" 30 SC 80 2668 SC 24 68 28 68
24 68 30 50 SH 60 50 FX 30 50 SH
30 50 SH 30 50 SH
TEMP. GL. 30 50 SH
20 40 SH
462 457 2'-0" 2'-6"
20'-3"x20'-0" CLEAR SPACE 410 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 010 8'-6" 8'-6" 428 428 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390A LOWER FLOOR 630 SQ. FT. UPPER FLOOR 791 SQ. FT. TOTAL 1422 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS 27'-6" 14'-10" 12'-8" 1'-11" 7'-7" 6'-7" 6'-1" 1'-4" 4'-9" 2'-6" 14'-10 1 2
" 7'-3
1 2
" 6'-9" 2'-6" 10'-9" 4'-9
1 2
" 18'-0
1 2
" 27'-6" 6'-4" 9'-0" 12'-2" 4'-6" 4'-6" 6'-1" 6'-1" 3'-2" 3'-2" 36'-5" 5'-9" 9'-10" 9'-1" 11'-9" 5'-6" 3'-7" 5'-11" 3'-11" 6'-9" 43'-2" 2'-1" 10'-8
1 2
" 2'-1" 4'-1" 3'-6
1 2
" 11 TR @ 10" EA 9'-2" 6'-1" 2'-3" 2'-9" 2'-9" 5'-9" 3'-7 1 2
"
3'-9" 5'-9" 3'-7" 3'-7" 3'-0" 0" 5'-5
1 2
"3'-2" 3'-11" 2'-0" W.I.C. 8'-0" CLG. CARPET 9" 416 444 +42" 372 373 381 380 393 386 382 SERVICE 8'-0" CLG. H.S. 462 465 393 462 411 322 464 462 462
462 A A1.3 A A1.3 4068 BI-PASS1'-5" 455 455 1'-0" 5'-4" 465 445 5'-1 1 2
" 5'-2" 5'-7" 5'-3
1 2
" 30 50 SH
2668 20 40 SH
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 20 40 SH 20 40 SH
40 40 SL
2668
26 68
2468 24 68
24 68 4068 BI-PASS 427 427 2'-0" 2'-6" 2'-0" 2'-6" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2019 CPC 408.6 1'-3 1 2 1'-3 " 1
2 " LOUVER DRS. 2668 PR 1'-0" 1'-7"
BA1.3
BA1.3 1'-9" 10'-5"
40 40 SL UP 16R 24 68
28 68
24 68 DN 16R 1FD5 1CD5 1GD51DD5 1AD5 1BD5 AT LANDING1GD5 1DD5 A1.1 -A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA

WILSON HOMES

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 SC 24 68
28 68
24 68 30 50 SH 60 50 FX 30 50 SH
20 40 SH
20'-3"x20'-0" CLEAR SPACE 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 002 421 003 005 004 422 8'-0" 422 8'-0" 201 43'-2" 20'-4" 16'-11"
31'-8" 9'-0" 5'-6" 6" 3'-6" 1'-6" 27'-6" 21'-2" 2'-3" 4'-1" 2'-7" 16'-0" 2'-7" 26'-2"
22'-10" 3'-5" 6'-4" 14'-10" 12'-8" 27'-6" 551
43'-2" 2'-6" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390B LOWER FLOOR 630 SQ. FT. UPPER FLOOR 797 SQ. FT. TOTAL 1427 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 2668
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 40 40 SL
2668
26 68
2468 24 68
24 68 4068 BI-PASS LOUVER DRS. 2668 PR
6'-3" 18'-0
1 2
" 27'-6" 6'-4" 21'-2"
43'-2" 36'-11" 6'-3"
43'-2" 40 40 SL 50 40 SL 20 40 SH 10'-10
1 2
" 5'-5
1 4 5'-5 " 1
4 " 1'-10" 4'-6"
14'-10
1 2
" 2'-6" 14'-10" 12'-8" 27'-6" 10'-3
1 2
"
1'-6"
FX 20 40
20 40 SH
2'-0" 10'-9" 7'-3
1 2
" 10'-9
1 2
" 2'-1" 521 650B BOT TOP
2'-0" 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA

WILSON HOMES

VALLEY HIP RIDGE R HIP
VALLEY 5:12
5:12
5:12
4:12 801

HIP HIP HIP

VALLEYHIP HIP HIP
5:12 HIP HIP HIP 30D1 823 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.6 -A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 SC 24 68
28 68
24 68 30 50 SH 60 50 FX 30 50 SH
30 50 SH 30 50 SH
TEMP. GL. 30 50 SH
20 40 SH
20'-3"x20'-0" CLEAR SPACE 20'-10" x 5'-0" & 7'-6" CONCRETE PORCH 43'-2" 20'-4" 16'-11"
31'-8" 9'-0" 27'-6" 21'-2" 1'-6" 4'-2" 8" 2'-7" 16'-0" 2'-7" 22'-10" 3'-5" 6'-4" 14'-10" 12'-8" 27'-6" 2'-6" 43'-2" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1390C LOWER FLOOR 630 SQ. FT. UPPER FLOOR 791 SQ. FT. TOTAL 1421 SQ. FT. GARAGE 428 SQ. FT. COVERED ENTRY 35 SQ. FT. SPN # . DN 16R BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET M. BDRM 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. BA 2 8'-0" CLG. H.S. C HS C HS C HS C HS W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 2668
TEMP. GL. 40 40 SL TEMP. GL. 20 30 SH TEMP. GL. 20 30 SH 60 40 SL 20 40 SH 20 40 SH 40 40 SL
2668
26 68
2468 24 68
24 68 4068 BI-PASS LOUVER DRS. 2668 PR
6'-9" 18'-0
1 2
" 27'-6" 6'-4" 21'-2"
43'-2" 36'-5" 6'-9"
43'-2" 20 40 SH 20 40 SH 20 40 SH 10'-10
1 2
" 5'-5" 5'-5
1 2
" 1'-9" 4'-7"
14'-10
1 2
" 2'-6" 14'-10" 12'-8" 27'-6" 10'-3
1 2
"
1'-0" 20 40 SH
2'-1" 40 50 SL
10'-9" 7'-3
1 2
" 10'-8
1 2
" 2'-1" 521 650B BOT TOP
1'-4" 40 40 SL 11'-9" 24'-8" 2'-0" 8'-5" 521 650B TOP BOT A1.7 -A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA

WILSON HOMES

3.5:12
5:12 HIP HIP ROOF AREA: ' ' SQ. FT.B 153 ROOF AREA: ' ' SQ. FT.C 106 VALLEY HIP HIP 5:12 RIDGE 5:12
5:12
5:12 30D1 24D1 823 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1390

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6168/6202
PROJECT TYPE: S.F.D.
2018077.07 - FIRST BUILDING DEPARTMENT SUBMITTAL SET 06-18-2020 DO NOT SCALE PLANS 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C NEW ELEV8IONS 2018077.07 - P1660 (P7) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 PLAN 1390C EXTERIOR ELEVATIONS & ROOF PLAN 614 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 342 RETURN AIR GRILL - SEE MECHANICAL 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 344 WHOLE HOUSE EXHAUST FAN PER 2010 CEC. REFER TO ATTACHED "SUMMARY OF THE 2010 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 367 30" OVEN 369 30" OVER THE COUNTER MICROWAVE OVEN/HOOD COMBO 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP IN TUB - 36" X 56" 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 386 SHOWER - PREFABRICATED STALL - 36"x60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC 387 SHOWER - LASCO MODEL# 1603DTS (30" DIA CIRCLE PROVIDED) - (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 397 SOAP SHELF 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. HS FX TEMP. GL. 1050 2-CAR GARAGE 9'-0" CLG. CONC. 27'-0" 13'-3" 13'-9" 2'-1" 5'-0" 4'-11" 7'-3 1 2
"
43'-4" 12'-0" 2'-10" 3'-10" 2'-0" 1'-0" 21'-0"
43'-4" 20'-6" 4'-3" 5'-10"
12'-6" 5'-11" 1'-5" 4'-4" 3" 2'-6" 16'-0" 2'-6" 6'-5
1 2
" 26'-6" 6'-0" 8" 8" 1'-11" 2'-4" 1'-1" 19'-1
1 2
" 1'-4
1 2
" 2'-0
1 2
" 4'-8" 3'-4" 1'-0" 7" 7'-0
1 2
" 2'-10" 9'-7" 2"R6" R1'-4"
2'-1"
17'-1" UP16R 459 460 451 355 359 364 351 462 453
VARIES
4" MIN. 7" MAX. 392 393 309 305 006 110
VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 201 002 104 421 9'-0"003 401 321 444 428 428 ARCH AT 8'-0" 6'-0" 27'-0" 2'-0" 4'-0" ARCH AT 8'-0" 3050 SH 6050 SL 3050 SH
TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 428 ARCH AT 8'-0"
3'-9
1 2
" 9
1 2
" 101 101 101 SLOPING CLG. 15'-0"x7'-0"± CONCRETE 16'-1 1 2
" 10'-3
1 2
" 22D5 1-AD5
20'-1"x20'-1/2" CLEAR SPACE 1'-2" 442 +42" P 6'-6" 4'-0" 2'-0" 3'-0 1 2
" 1'-3"
2680 SC
2'-8" 3'-0" 2'-9
1 2
" 9'-9
1 2
" 8'-5" 3'-4" 1'-6" 2'-5
1 2
"
4'-3" 1'-9
1 2
" 7" ARCH TOP 8'-0" 7" 2'-6" 3'-2" 22'-10" KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648A LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1063 SQ. FT. TOTAL 1651 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY 72 SQ. FT. SPN # . 27'-0" 6'-0" 7'-11 1 2
" 13'-0
1 2
" 5'-6" 7'-6
1 2 2'-9 " 1
2 " 3'-0" 3'-0" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 26'-10" 43'-4" 10'-4
1 2
" 2'-5" 7'-11
1 2 7'-6 " 1
2 " 15'-5"
14'-4" 7'-5" 3'-4" 13'-5" 5'-2
1 2
" 1'-9
1 2
"
11'-10" 2'-0"
2'-7" 2'-4" 2'-6" 2'-6" 38'-6" 5'-6" 21'-4" 10'-11
1 2
" 3'-5" 5'-6" 3'-0
1 2
" 3" 6'-2" 6'-5" 11'-5" 2'-5
1 2
" 2468 6'-6
1 2
" 3'-7" 3'-2
1 2
" 3'-5" 4'-5" 1'-5" 3'-2" 13'-11
1 2
" 3'-6" 2'-7
1 2
" 1'-7" 1'-7"
2'-9" 4'-4" 1'-8" 6'-0"
9'-4"
C HS
C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS 3'-0
1 2
" C HS 6
1 2
" 3'-9
1 2
" 5'-7" 3'-0" 10'-7
1 2
" 4'-5
1 2
" 3'-8" C HS 13'-0
1 2
" 3'-2" 6'-3" 6'-6
1 2
" 3'-6" 3'-11" 2'-10" 43'-4"
2'-10" 375 441 +42" 444 416 462 462 462
462
462 372 373 344 401 7'-0" ARCH TOP 387 382
456 381 380 393 460 334 427 DN16R 411 465 465 M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S. OPT. 458 EQ. 5'-4" EQ. 6" ABV. TUB HALF WALL BOTH SIDES 1-F D5 3'-4 1 2
" 5'-2" 455 OPT.
1'-7"
TEMP. GL. 2030 SH 2030 SH 2030 SH
2'-6" 2040 SH 2040 SH 2040 SH 3050 SH TEMP. GL. 2040 SH TEMP. GL. 5040 SL 2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468 2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 44"x44" 322 36"x56" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2016 CPC 408.6 2'-6" 2'-0" 2'-0" 2'-6" 2'-0" 341 A1.1
-A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA

WILSON HOMES

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 27'-4" 13'-3" 13'-9"
43'-4" 20'-8" 22'-8" 551 551
2'-0" 4"26'-6"
20'-1"x20'-0" CLEAR SPACE 4" +9'-0" 422 +9'-0" 422 KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. 27'-4" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648B LOWER FLOOR 588 SQ. FT. UPPER FLOOR 1063 SQ. FT. TOTAL 1651 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 74 SQ. FT. SPN # . 27'-0" 6'-0" 7'-11 1 2
" 13'-0
1 2
" 3'-9" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 2468 C HS
C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS
C HSC HS DN16R M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S.

TEMP. GL. 2030 SH 2030 SH 2030 SH 2040 SH
2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468
2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 4'-2
1 2
" 1'-7" 10'-3" 2'-7" 3'-5" 11'-2
1 2
" 1'-10" 27'-0"
43'-4" 10'-6
1 2
" 15'-5"
14'-4" 7'-5" 3'-4" 13'-5" 38'-6" 5'-6" 21'-6" 10'-11
1 2
"
6'-6
1 2
" 2'-9" 6'-0" 10'-7
1 2
" 43'-4"
2'-10" 2'-6"
3'-1" 7'-6
1 2
" TEMP. GL. 50 40 SL FX TEMP. GL. 50 40 SL 26 40 40 40 SL FX 20 40 2'-0"
2'-0" BOT 521 650B TOP 521 650B BOT TOP A1.5
-A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA

WILSON HOMES

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 27'-0" 13'-3" 13'-9"
44'-2" 20'-6" 3'-9" 13'-3" 5'-10" 8'-0" 8'-0"
2'-0" 2'-10" 12'-0"
20'-1"x20'-0" CLEAR SPACE 10"
10" 410 KITCHEN 9'-0" CLG. H.S. POWDER 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1648C LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1071 SQ. FT. TOTAL 1660 SQ. FT. 2-CAR GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 72 SQ. FT. SPN # . 27'-0" 6'-0" 10'-0" 11'-0" 5'-0" BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. HALL 8'-0" CLG. CARPET 2468 C HS
C HS SERVICE 8'-0" CLG. H.S. 5068 BI-PASS
C HSC HS DN16R M. BDRM 8'-0" CLG. CARPET W.I.C. 8'-0" CLG. CARPET M. BATH 8'-0" CLG. H.S.

TEMP. GL. 2030 SH 2030 SH 2030 SH 2040 SH
2030 SH 2040 SH 2040 SH 4040 SL 4040 SL 2468
2668
2668 2668
2468 2468
2468 2868 5068 BI-PASS 5'-0" 1'-7" 10'-3" 1'-7" 4'-5" 5'-6" 5'-6" 27'-0" 44'-2" 10'-6
1 2
"
14'-4" 38'-6" 5'-6" 21'-6" 10'-11
1 2
"
30'-8
1 2
" 10'-7
1 2
" 44'-2"
3'-8" 2'-6"
3'-8" 2'-8" 10" TEMP. GL. 50 40 SL FX TEMP. GL. 20 40 30 50 SH 20 40 SH FX 20 40 2'-0" 24'-2"
2'-0" 4'-3
1 2
" 521 650B BOT TOP 521 650B BOT TOP A1.7
-A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA

WILSON HOMES

HIP HIP HIP HIP HIP HIP RIDGE VALLEY

VALLEY R
5:12
5:12 5:12 5:12 5:12
5:12 801 24D1 24D1 24D1 24D1 839 30D1 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT RIDGE ROOF PLAN KEY NOTES Name NOTE 801 ROOFING - CONCRETE - "FLAT" TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.8 -A1.8 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1648

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6168/6202
PROJECT TYPE: S.F.D.
2018077.07 - FIRST BLDG DEPARTMENT SUBMITTAL SET 06-18-2020 DO NOT SCALE PLANS 2020 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C NEW ELEV8TIONS 2018077.07 - P1648 (P6) ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 2X6 2X6 1 D1.1 ROOF PLAN NOTES PROGRESSIVE NAPA1'-0" 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3. ATTIC ACCESS PER CRC SECTION R807. 4. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED BOTH OF THE FOLLOWING CONDITIONS ARE MET: · IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING · NOT LESS THAN 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION PROVIDED SHALL BE LOCATED IN THE BOTTOM ONE-THIRD OF THE ATTIC SPACE. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OF HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 4. CLAY AND CONCRETE ROOF TILE SHALL BE INSTALLED ON ROOF SLOPES OF 2 ½:12 OR GREATER. FOR ROOF SLOPES FROM 2 ½: 12 TO 4:12, DOUBLE UNDERLAYMENT APPLICATION AS REQUIRED IN ACCORDANCE WITH R905.3.3. (R905.3.2 CRC) 5. WOOD BATTENS ARE REQUIRED ON CONCRETE AND CLAY TILE ROOFS WHERE SLOPES EXCEED 7:12 PER TILE ROOFING INSTITUTE INSTALLATION MANUAL. 6. WHEN ROOF WITH DIFFERENT PITCHES INTERSECT, THE FRAMER OR TRUSS MANUFACTURER MUST ADD A HEEL TO THE STEEPER PITCH TO ALIGN WITH THE EAVE OF THE LOWER PITCH. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH C.R.C. SECTION 324.3.1 THROUGH R324.7.2.7 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. REFER TO SOLAR CONSULTANT PLANS UNDER SEPARATE SUBMITTAL FOR SOLAR PHOTOVOLTAIC POWER SYSTEM DESIGN, PANEL LOCATIONS AND SIZES, AND ALL OTHER DESIGN REQUIREMENTS. NOTE THAT NO MECHANICAL,PLUMBING EXHAUST VENTS, ROOF ATTIC VENTS WILL BE PERMITTED WITHIN THE SOLAR ZONE AREA. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 PLAN 1648C EXTERIOR ELEVATIONS & ROOF PLAN620 FLOOR PLAN KEY NOTES Name NOTE 001 CONCRETE SLAB (SEE STRUCTURAL DRAWINGS) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 010 CONCRETE PATIO - SIZE PER PLAN (BY OTHERS) 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE AND EXTENDED TO THE ROOF SHEATHING PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY HEATILATOR MODEL# ND4842 ANSI Z21.88-2002 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 334 4" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT TO OUTSIDE 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 341 14"x8" MAKE-UP AIR VENT ABOVE DOOR - UNDER-CUT THE DOOR 1 INCH 342 RETURN AIR GRILL - SEE MECHANICAL 344 WHOLE HOUSE EXHAUST FAN PER 2016 CEC. REFER TO ATTACHED "SUMMARY OF THE 2010 ENERGY CODE ASHRAE 62.2 REQUIREMENTS" 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT TO OUTSIDE). THE VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLE IS 30" UNPROTECTED, OR 24" PROTECTED., AND THE HORIZONTAL DIMENSION IS REQUIRED TO BE PER THE MARKING LISTED ON THE UNIT. 2019 CMC 921.3.2 & 921.4.3 367 30" OVEN 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 383 TUB ACCESS PANEL 387 SHOWER - LASCO MODEL# 1603DTS (30" DIA CIRCLE PROVIDED) - (MIN. 1,024 S.I. FLOOR AREA) 390 SHOWER SEAT - SLOPE 1 4" MINIMUM TO DRAIN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 412 OPEN TO ABOVE 413 OPEN TO BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 417 22"X30" 1-HOUR ATTIC ACCESS-DIMENSIONS CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - HEIGHT PER ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1G/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 456 LINEN (UPPER & LOWER) 457 LINEN (LOW ONLY) 458 WIRE SHELF 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 6080 TEMP. GL. SLIDER 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. LIVING RM. 9'-0" CLG. HS FX TEMP. GL. 1050 2-CAR GARAGE 9'-0" CLG. CONC. 27'-0" 13'-3" 13'-9" 2'-1" 5'-0" 4'-11" 7'-3 1 2
"
43'-4" 11'-6" 3'-4" 4'-6" 2'-0" 6" 21'-0"
43'-4" 20'-6" 4'-3" 5'-10"
12'-6" 5'-11" 1'-4" 4'-4" 4" 2'-6" 16'-0" 2'-6" 6'-5
1 2
" 26'-6" 6'-0" 8" 8" 1'-11" 2'-4" 1'-1" 19'-1
1 2
" 1'-4
1 2
" 2'-0
1 2
" 4'-8" 3'-4" 1'-0" 7" 7'-0
1 2
" 2'-10" 9'-7" 2"R6" R1'-4"
2'-1"
17'-1" UP16R 459 460 451 355 359 364 351 462 453
VARIES
4" MIN. 7" MAX. 392 393 309 305 006 110
VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 201 002 104 421 9'-0"003 401 321 444 428 428 ARCH AT 8'-0" 6'-0" 27'-0" 2'-0" 4'-6" ARCH AT 8'-0" 3050 SH 6050 SL 3050 SH
TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 428 ARCH AT 8'-0"
3'-9
1 2
" 9
1 2
" 101 101 101 SLOPING CLG. 15'-0"x7'-0"± CONCRETE 16'-1 1 2
" 10'-3
1 2
" 22D5 1-AD5
20'-1"x20'-1/2" CLEAR SPACE 442 +42" P 6'-6" 4'-0" 2'-0" 3'-0 1 2
" 1'-3"
2680 SC
2'-8" 3'-0" 2'-9
1 2
" 9'-9
1 2
" 8'-5" 3'-4" 1'-6" 2'-5
1 2
"
4'-3" 1'-9
1 2
" 7" ARCH TOP 8'-0" 7" 2'-6" 3'-2" 22'-10" KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660A LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 27'-0" 27'-0" 13'-9" 4'-3" 4'-7" 6'-10" 12'-3 1 2
" 43'-4" 6'-3" 5'-10
1 2
" 12'-5
1 2
"
11'-9" 7'-5" 3'-2" 7'-0"5'-3" 1'-9"
10'-3
1 2
" 2'-0"
3'-7" 2'-7" 9'-9" 10'-5
1 2
" 16'-6
1 2
" 6'-6
1 2
" 5'-3" 6'-6" 5'-2
1 2
"
38'-6"
6'-5
1 2
" 13'-3" 7'-9" 3'-6"
3'-3
1 2
" 5'-6" 3'-6" 2'-6" 1'-11" 6'-3" 3'-0
1 2
" 3'-4" 3" 6'-11
1 2
" 7
1 2
" 6'-2" 3'-9
1 2
" 3'-7
1 2
" 3'-0" 2'-5
1 2
" 1'-8
1 2
" 1'-3"
6'-7" 3'-6" 3'-5
1 2
" 3'-6" 3'-6"
3'-7
1 2
" 120° 2'-10"
5'-5
1 2
" 11'-5" 1'-9" 2'-11
1 2
" 2'-5
1 2
" 4'-9
1 2
" 1'-8"
2'-0" 2'-7" 3'-1" 3'-1" 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS +42" 444 416 462 372 373 344
456 381 380 393 460 334 454 457 465
C HS 462
462 393
C HS 401 7'-0" ARCH TOP 465
462
462 462 462 382 3'-6" 2'-4" 2'-0" OPT. OPT. OPT. 458
2'-10" 445 2668
TEMP. GL. 2030 SH 3050 SH 3050 SH 2030 SH
3050 SH 4040 SL 3'-10" TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 322 DN 16R 387 4040 SL 4040 SL 2030 SH 2030 SH 2'-0" 2'-6" MIN. 30" DIA CIRCLE IN SHOWER. MIN. FLOOR AREA OF SHOWER IS 1024 SQUARE INCHES. 2016 CPC 408.6 2'-0" 2'-6" M. BDRM 8'-0" CLG. CARPET 2468 8" 1'-8" 43'-4" 5'-6" 11'-5" 341 411 M. BDRM VOL. CLG. CARPET3:12 3:12 4'-3 1 2
"6'-2" 6'-2" 11'-5"W.I.C. 8'-0" CLG. LOFT CARPET 8'-0" CLG. CARPET +42" 454 457 462 441 +38" 14'-4" OPT. OPT. 20 30 SH
30 50 SH 20 30 SH445 A1.1
-A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA

WILSON HOMES

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 16'-0" x 8'-0" SECT. GAR. DOOR 21'-0" 1'-10" 4'-2" 2'-6" 16'-0" 2'-6" 6'-0" 27'-0" 27'-0" 14'-3" 12'-9" 43'-4" 14'-10" 5'-2" 7'-8"
43'-4"
41'-4" 26'-6" 2'-0" 2'-0" 003 002 004 +8'-0" 422 +8'-0" 422 421 +9'-0" 1 1 2
" 551 551
20'-1"x20'-0" CLEAR SPACE 410 KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660B LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS
C HS
C 26HS 68
TEMP. GL. 2030 SH
4040 SL TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 DN 16R 4040 SL 4040 SL 2030 SH 2030 SH M. BDRM 8'-0" CLG. CARPET 2468 27'-0" 27'-0"
43'-4" 10'-5
1 2
" 16'-6
1 2
" 11'-11
1 2 7'-10 " 1
2 " 2'-7"
38'-6" 4'-7"2'-0" 2'-10" 80 40 XOX 1'-7"
1'-7" M. BDRM 8'-0" CLG. CARPET FX 20 40 40 40 SL
FX 20 40
43'-4"
10'-10
1 2
" 12'-5
1 2
" 30'-10
1 2
"
10'-2" 26'-9" 11'-9" 14'-3" 12'-9" BOT 521 650B TOP 521 650B BOT TOP 411 A1.5 -A105 LOWER FLOOR PLAN DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA

WILSON HOMES

VALLEY R HIP HIP RIDGE HIP HIP5:12 5:12
HIP HIP 5:12 5:12 VALLEY HIP HIP HIP HIP 801
R 810 826 ROOF AREA: ' ' SQ. FT.A 1,11424D1 29D1
5D1 ROOF AREA: ' ' SQ. FT.B 26
5:12
5:12 5:12 813 807 812 24D1 24D1 837 839 839 ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 806 8 LINEAR FT (2) 4 FT LONG PIECES AT 6.75 SI PER LINEAR FOOT FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT ROOF PLAN KEY NOTES Name NOTE 801 ROOFING - CONCRETE - "FLAT" TILE BY EAGLE ROOFING ICC# ESR 1900 806 METAL ROOF TO WALL VENT - COR-A- VENT (6.75 S.I. NET FREE AREA PER LINEAR FOOT) 807 ROOFING - METAL BY CUSTOM BILT METALS - ASTM A792 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"X30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) A1.6 -A1.6 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA

WILSON HOMES

VARIES
4" MIN. 7" MAX. VARIES 4" MIN. 7" MAX. 3050 SH 6050 SL 3050 SH TEMP. GL. 3050 SHTEMP. GL. 3050 SH
2040 SH
30 SC 80
2468
2468 2668 SC 15'-0"x7'-0"± CONCRETE P
2680 SC 21'-0" 1'-6" 4'-2" 4" 2'-6" 16'-0" 2'-6" 6'-0" 27'-0" 27'-0" 14'-3" 12'-9" 43'-4" 3'-2" 4'-8" 4'-6"
43'-4"
14'-10" 26'-6" 2'-0" 6" 8" 8'-0" 003 002 004 8'-0" 428 428 8'-0" 428421 +9'-0"2'-0" 20'-1"x20'-0" CLEAR SPACE 410 KITCHEN 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1660C LOWER FLOOR 589 SQ. FT. UPPER FLOOR 1073 SQ. FT. TOTAL 1661 SQ. FT. GARAGE 466 SQ. FT. COVERED ENTRY/PORCH 89 SQ. FT. SPN # . BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET BA 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERVICE 8'-0" CLG. H.S. 4068 BI-PASS 5068 BI-PASS W.I.C. 8'-0" CLG. CARPET BDRM 4/ OPT. LOFT 8'-0" CLG. CARPET HALL 8'-0" CLG. CARPET C HS
C HS
C 26HS 68
TEMP. GL. 2030 SH
4040 SL TEMP. GL. 2030 SH
2668
2668
2468 2468 2868
2468 2668
2468
2468 DN 16R 4040 SL 4040 SL 2030 SH 2030 SH M. BDRM 8'-0" CLG. CARPET 2468 27'-0" 27'-0"
43'-4" 10'-5
1 2
" 16'-6
1 2
" 5'-1
1 4 8'-4 " 1
2 " 2'-1"
38'-6" 2'-0" 6'-0" 5'-5
1 4
" 2'-10" 2'-1" M. BDRM VOL. CLG. CARPET3:12 3:12 30 50 SH 30 50 SH 30 50 SH 30 50 SH 43'-4" 11'-9" 26'-9" 9'-8" 14'-3" 12'-9" BOT 521 650B TOP 521 650B BOT TOP 411 A1.7 -A107 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMAM -06-18-2020-2018077.07 06-18-20 NEW ELEV8IONS - PLAN 1660

CLOVIS, CALIFORNIA

WILSON HOMES

CLOVIS, CALIFORNIA

WILSON HOMES

C HS HS C
30 SC 80
2668 2668
24 246868
2468 2868
26 SC 68 2668SC 2468
2468
2468
FX 2046
6050 SL 3050 SH 4050 SL TEMP. GL. 3016 SL TEMP. GL. 4050 SL 355 451 359 460 351 459 416 322 373 372 464 462 462 462 462
462 462 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 309 305 101 101 005 VARIES
4" MIN. 7" MAX.
5"
5" 321 460 459 459 OPT. OPT. 356 OPT. 460 393 393 380 381 386 382 312 OPT. 8'-0" 8'-0" 421 004 002 201 455 006 110 4'-3 1 2
" 3'-0" 4
1 4
" 2'-7" 40'-0" 25'-9
1 2
" 14'-2
1 2
"
70'-0" 15'-3"6'-11" 7'-1
1 4
" 7'-1
1 4
"
5'-9" 5'-3
1 2
" 4'-3" 10'-8
1 2
" 5'-9" 10'-5" 2'-0" 10'-7"
70'-0" 10'-6" 51'-6" 30'-9" 20'-9" 15'-6" 5'-3" 5'-4
34 " 13'-10" 11'-11
1 2
" 5'-11
34 " 8'-6" 2'-0"
5'-0" 5'-5" 2'-3"
4 1
4 3'-7 " 1
2 " 4'-3
1 2
" 6'-7" 3'-4"
3'-0" 2'-5
1 2
" 4" 3'-9" 10'-6"
5'-10" 24'-11" 2'-3
1 2
" 4'-11" 8'-1
1 2
" 2'-9 2'-8" 1
2 " 7'-9
1 2
" 1'-7" 4'-11" 4'-2
1 2
"
3'-6" 5'-1" 3'-0" 7'-0" 3'-7
1 2
" 10'-7" 5'-2" 5'-5" 3'-7
1 2
" 7'-9
1 2
" 3'-6" 1'-0" 2'-3
1 2
" 3'-8
1 2
"
2'-9
1 2
" 2'-6" 5'-5" 5'-3
1 2
" 2'-9" 3'-0" 4'-6" 2'-0"
8'-0" 2'-3
1 2
"3" 3" 3'-2
3 4
" 3'-0
3 4
" 3'-4"
10'-0" 2'-6"
2'-3
1 2
" 1'-4" 9'-3
1 2
" 1'-4"
8" 6'-6" 1'-4"
8'-6"
10'-6" 6'-11"
4'-3" 4'-4"
8'-4" 7" 9" 9" 7" 401 8'-0" 375 GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 44"x44" #546042BC GELCOAT TUB TEMP. GL. DOOR & MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER SHOWER ENCLOSURE 201 422 422 9'-0" 3'-1 1 2
" 3'-1
1 2
"
2'-2" 465 465 4068 BI-PASS 4068 BI-PASS 364 2:12 SLOPE 2:12 SLOPE 12'-5"
T C
C T
C T 7"
AA1.3 AA1.3
BA1.3BA1.3 26 50 SH 26 50 SH
15'-0" 40'-0" 14'-2
1 2
" 4'-4" 5'-6" 19'-1
1 2
" 6'-8" 2'-5" 16'-0" 8
1 2
" 1'-8" 6" 4'-0" 6"
5'-6" 2'-6" 4'-4
1 2
" 003 8'-6" 2'-1" 2'-1" 1'-0" 508 428 LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1870A 1870 SQ. FT. COVERED ENTRY 64 SQ. FT. GARAGE 418 SQ. FT. TOTAL 1,870 SQ. FT. OPT. EXPANDED REAR PATIO 219 SQ. FT. REAR PATIO 102 SQ. FT.

C T C T 14'-2
1 2
"
14'-11
1 2
" 7'-1
1 4
" 7'-1
1 4
"
4'-3" 1'-5" 2'-1
1 2
" 2'-1
1 2
" 4'-10
1 2
" 6'-3
1 2
" 5'-0
1 2
" 4'-3
1 2
" 3'-0" 4
1 4 2'-11 " 1
4 3'-7 " 1
2 "
3'-6" 2'-7" 4'-5" 3'-7" 2'-9" 1'-4" 3'-0" 10'-6" 2'-5
1 2
" 462 462
462
462 455 HOT MOP 386 382 44"x44" MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER ENCLOSURE 30"DIA. CIRCLE PROVIDED AT SHOWER 393321 20 50 SH 20 50 SH 60 50 SL 2:12 SLOPE 2:12 SLOPE
2468
2468
5'-9" 11'-2" 5'-5" 3'-6" 10'-8
1 2
" 26 68 3" 2'-10" 3" 7'-4
1 2
"
T C
24 68
24 68
20 TEMP. GL. 30 SH C T HOT MOP
5'-5" 1'-11
1 2
"
2060 401 8'-0"401 8'-0" 462 455 386 382 44"x44" TEMP. GL. DOOR & MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER SHOWER ENCLOSURE 386 382 42"x40" TEMP. GL. DOOR & MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER SHOWER ENCLOSURE 393 C T
5'-5" 5'-3
1 2
" 10'-3
1 2
" 3'-11" 5'-5" 2'-3
1 2
" 3'-0" 5
1 2
" 3'-4" 462 455 401 8'-0" 10'-0
1 2
" 1'-4" 2'-0" 11'-1" 1'-4"
8'-6" 8" 6'-6" 1'-4"
5" 8'-0" 004 401 422 8'-0" 422 80 80 TEMP. GL. SLIDER 80 50 XOX 6'-10 1 2 12'-6 " 1
2 6'-4 " 1
2 " OPT. 16080 TEMP. GL. SLIDER 12'-7
1 2
" 13'-2" FLOOR PLAN KEY NOTES Name NOTE 001 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL ( SEE DETAIL 15/D5.1) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6, TABLE 302.6. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANK LESS WATER HEATER. INSTALLATION PER MANUFACTURE'S INSTRUCTIONS 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) IN ATTIC ON 6' X 12' PLATFORM 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 356 VEGETABLE SINK 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN LIGHT (EXHAUST VENT TO OUTSIDE) 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN 373 DRYER SPACE 374 SHELF ABOVE - OPT. CABINETS (SEE INTERIOR ELEV.) 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER 381 CURTAIN ROD 382 SHATTER PROOF SHOWER DOOR/ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 44"X44" 387 SHOWER - HOT MOP - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 427 STUCCO SOFFIT OVER WATERPROOFED STUCCO SHELF - SLOPE FRAMING FOR DRAINAGE (1/4" PER FOOT MINIMUM) 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 2468
2468 24 68
24 68
26 68
26 68 28 80 SC
30 SC 80 50 68 BI-PASS
C T
10'-0" 13'-0" 5'-0
1 2
" 4'-11
1 2
" 4'-8
1 2
" 8'-3
1 2
" 5'-9" 2'-9
1 2
" 2'-6" 3
1 2
" 5'-3
1 2
" 11'-2" 5'-5"
5'-6" 2'-6" 14'-2
1 2
" 4'-4" 6'-8" 8
1 2
" 1'-8" 5'-6" 4'-4
1 2
" 4'-0" 3'-7
1 2
" 6'-1" 4'-6" 2'-8" 12'-7
1 2
" 5'-0" 11'-2" 2'-6" 5'-9
1 2
" 4'-9
1 2
" 6'-10" 3'-2" 4" 3'-6" 8'-11" 1'-9
1 2
" INT. ACCESS
1'-8" 5'-11" 4" 4'-4"
T C 2'-6"
3'-7
1 2
" 9'-0" 5'-5
1 2
"

C T WASHER/ STACKED DRYER
T C
2060 26 50 SH 26 50 SH 455 462 401 8'-0" 401 8'-0" 6" 6" HOT MOP 386 382 40"x40" TEMP. GL. DOOR & MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER SHOWER ENCLOSURE 393 393 C T A1.0 MH 13052A100 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH -05-21-18-2013052.14 05-21-18
PLAN 1870

CLOVIS, CA

WILSON HOMES

C 627
16'-0" x 8'-0" SECT. GAR. DOOR
30 SC 80
2668 2668
24 246868
26 SC 68 2668 SC
24 20
68 4050 SL TEMP. GL. 3016 SL
VARIES
4" MIN. 7" MAX.
5" 201 4068 BI-PASS 4068 BI-PASS
T C
C T
C T 60 50 SL
FX 30 50
10'-7" 40'-0" 14'-2
1 2 19'-1 " 1
2 " 6'-8"
5'-6"
1'-11" 3'-10" 3'-5" 7'-5
1 2
" 1'-8" 6" 4'-2" 4" 3'-4"
3'-4"
10"
8'-10" 551 551 8'-6" 421 4" 3
1 2
" 421 004 005002 003 508 LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1870B 1870 SQ. FT. COVERED ENTRY 64 SQ. FT. GARAGE 418 SQ. FT. TOTAL 1,870 SQ. FT. REAR PATIO 102 SQ. FT. OPT. EXPANDED REAR PATIO 219 SQ. FT. 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80
2668 2668
24 246868
26 SC 68 2668SC
24 20
68 3050 SH 4050 SL TEMP. GL. 3016 SL
VARIES
4" MIN. 7" MAX.
5" 201 4068 BI-PASS 4068 BI-PASS
T C
C T
C T 36 50 SH
10'-7" 40'-0" 14'-2
1 2 19'-1 " 1
2 " 6'-8"
8'-0"
8'-3
1 2
" 1'-8" 6" 4'-0" 6" 7'-1" 7'-1
1 2
"
2'-0" 6'-0" 8'-6" 421 004 005002 003 428 LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1870C 1870 SQ. FT. COVERED ENTRY 46 SQ. FT. GARAGE 418 SQ. FT. TOTAL 1,870 SQ. FT. REAR PATIO 102 SQ. FT. OPT. EXPANDED REAR PATIO 219 SQ. FT. NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A2.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 18" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN A1.1 MH 13052A101 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH -05-21-18-2013052.14 05-21-18
PLAN 1870

CLOVIS, CA

WILSON HOMES

C 628
T.O.P. F.F./T.O.C.
9'-1"
9'-1" T.O.P. F.F./T.O.C. -2" -2" 9'-8" 521 1D3 19D3 516 3D3 21D3 25D3 22D3 25D2 26D4 @ SOFFIT 762 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 602 1x4 525 1x3 27D1 674 17D3 203 205 521 650B 15'-3" 29D5 508 2'-7"
8'-6" 8080 TEMP. GL. SLIDER 201 RIDGE
RIDGE
RIDGE
RIDGE
4:12
4:12 4:12 4:12
4:12
4:12
4:12
4:12

VALLEY VALLEY
VALLEY VALLEY 839 839 839 VALLEY VALLEY 837 25D1 802 810 ROOF AREA: ' ' SQ. FT.A 2,390 22D3 812 813 813 812 813 813 826 2'-0" 1'-0" 9'-8" 26D1 17D3 27D1 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 250 SQ. FT. OF SOLAR PANELS T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. T.G. T.G. 2D3 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND 205 308 511 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 1 201 D3 25D3 3D2 321 23D4 29D4 30D4 701 NON OPERABLE DECORATIVE GABLE VENTS 2'-0" T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 3D2 25D3 9'-1"
9'-1" T.G. T.G. T.G. T.G. NON OPERABLE DECORATIVE GABLE VENTS 2'-0" ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - SEE DETAIL 22/D3 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH-05-21-18 -2013052.14 05-21-18 PLAN 1870

CLOVIS, CA

WILSON HOMES

HIP HIP
VALLEY
VALLEY
VALLEY
RIDGE 4:12
4:12
RIDGE 4:12
4:12
RIDGE 4:12
4:12
RIDGE 4:12
4:12 4:12 4:12 812 813 813 813 ROOF AREA: ' ' SQ. FT.A 2,390 810 24D1 28D1 826 1'-6" 1'-0" 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 188 SQ. FT. OF SOLAR PANELS 63 SQ. FT. OF SOLAR PANELS 801 839 839 839 7'-0" 1'-6" 1'-6" T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. T.G. T.G. 2D3 3D2
9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND 321 205 308 511 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 1 201 D3 25D3
3D2 23D4 29D4 30D4
15'-0" 701 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 3D2 25D3 701 602 2x4 9'-1" 9'-1" T.G. T.G. T.G. T.G. ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH -05-21-18-2013052.14 05-21-18
PLAN 1870

CLOVIS, CA

WILSON HOMES

C A1.5 MH 13052A105 ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 630 RIDGE
RIDGE
RIDGE 4:12 4:12
4:12
4:12
4:12
4:12
RIDGE4:12
4:12

VALLEY VALLEY
RIDGE 4:12
4:12 812 813 813 813 812 813 5D3 29D1 28D1 ROOF AREA: ' ' SQ. FT.A 2,438 810 826 839 839 VALLEY VALLEY VALLEY VALLEY 1'-6" 1'-6" 24D1 30D1 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 801 839 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 4:12 4:12 4:12 6D25D3 1D4 1D3 19D3 3D3 21D3 25D3 26D4 25D3 602 2x4 602 2x4 701 13D4 525 1x3 203 205 525 1x4 650B 521 761 592 5'-0" 3'-0" HEADER HEIGHT 18'-9" ±
8'-6" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 60GRID50 4:12 4:12 4:12 4:12 80 80 SLIDER T.G. T.G. GRID 80 50 2D3 3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND 321 NON OPERABLE DECORATIVE GABLE VENTS GRID 20 46 GARAGE 26 68 4:12 4:12 201 205 308 511 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. GRID 20 50 GRID 20 50 3D2 1D3 25D3 23D4 29D4 30D4 201 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS T.G. T.G. 2'-0" NON OPERABLE DECORATIVE GABLE VENTS STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 4:12 GRID 30 50 40GRID50 30GRID16 60GRID50 40GRID50 4:12 GRID 20 50 GRID 20 50 3D2 25D3 1D4 7D4 602 2x4 602 2x4 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1"
9'-1" T.G. T.G. T.G. T.G.
2'-0" ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 14" PER FT. MINIMUM 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 592 OVERHEAD SHUTTER - SIZE AND STYLE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH-05-21-18 -2013052.14 05-21-18 PLAN 1870

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL - 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C A1.6 MH 13052A106 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 3D1 ROOF PLAN NOTES PROGRESSIVE NAPA SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 1'-0" BY EAGLE ROOFING ICC# ESR 1900 631 RIDGE
R 4:12 4:12
VALLEY
VALLEY 812 813 813 ROOF AREA: ' ' SQ. FT.A 2,555 810 826 VALLEY 30D1 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 801 839 VALLEY
RIDGE 4:12
4:12 63 SQ. FT. OF SOLAR PANELS 839 STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 60GRID50 80 80 SLIDER T.G. T.G. 4:12
4:12
4:12
4:12 GRID 80 50
2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND T.G. T.G. T.G. 4:12
4:12 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 60GRID50 80 80 SLIDER T.G. T.G. 4:12
4:12
4:12
4:12 GRID 80 50
2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND T.G. T.G. T.G. RIDGE RIDGE 4:12 4:12
4:12
4:12 VALLEY
VALLEY 839 839
VALLEY
VALLEY 837 25D1 802 810 ROOF AREA: ' ' SQ. FT.A 2,579 813 812 813 826 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION R 63 SQ. FT. OF SOLAR PANELS ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 60GRID50 80 80 SLIDER T.G. T.G. 4:12
4:12
4:12
4:12 GRID 80 50
2D3
3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
9'-1"
9'-1" DASHED LINE INDICATES CEILING BEYOND T.G. T.G. T.G.

HIP
HIP

HIP HIP
VALLEY
RIDGE 4:12
4:12 4:12 4:12 813 812 813 ROOF AREA: ' ' SQ. FT.A 2,579 810 826 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 188 SQ. FT. OF SOLAR PANELS 63 SQ. FT. OF SOLAR PANELS 801 839 839 VALLEY
RIDGE ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH -05-21-18-2013052.14 05-21-18
PLAN 1870

CLOVIS, CA

WILSON HOMES

C A1.6.1 RA13052A1061 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 3D1 ROOF PLAN NOTES PROGRESSIVE NAPA SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 1'-0" BY EAGLE ROOFING ICC# ESR 1900 ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS CONTEMPORARY SPANISH 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. LOW PROFILE BY EAGLE ROOFING ICC# ESR 1900 632 AA8.3
BA8.3BA8.3
AA8.3
BI-PASS 4068
4050 SL 4050 SL 2046 SH 5050 SL TEMP. GL. 3016 SL
5050 SL TEMP. GL. 4050 SL 2050 SH 2050 SH 6050 SL 8050 XOX 8080 TEMP. GL. SLIDER 2880 2468
2468 2468 2668 2468 2668 PR.
30 SC 80
28 SC 68 2868 2468 2468 2468 2468
2668 2668 16'-0" x 8'-0" SECT. GAR. DOOR 355 451 359 321 421 004 459 460 351 4'-5" 5'-2" 6'-3" 14'-4"
3'-4" 5'-7" 4'-10" 5'-4" 6'-7" 2'-2" 3'-9
1 2
"
7'-6" 6'-4" 3'-5" 5'-7" 3'-4" 7'-4" 7'-3
1 2
" 6'-5"
1'-6"
2'-0" 1'-6" 5'-10" 1'-6" 5'-9
1 2
" 2'-6" 2'-1" 2'-6"
6 1
2 " 3'-0" 2'-0" 40'-0" 15'-0" 25'-0"
70'-0" 5'-8" 6'-0" 6'-0"
12'-3" 3'-1" 3'-3" 5'-1" 2'-9
1 2
" 64'-4"
70'-0" 19'-1
1 2
" 13'-10" 7'-6"
14'-4" 40'-0" 14'-0" 2'-5" 16'-2" 6'-5" 4'-1"
5'-3
1 2
" 7'-6"
62'-0" 1'-4
1 2
" 11'-4" 6'-5" 9'-5" 5'-8" 5'-8" 6'-5" 3'-0" 2'-0" 10'-0" 2'-4" 3'-4" 18'-8" 12'-10" 6'-7" 3'-4" 10'-2" 5'-1" 2'-9
1 2
" 5'-7" 10'-6" 6'-6" 6'-6" 4'-8" 3'-0" 2'-8" 10" 6'-5" 5'-3 1 2
" 4'-6" 6" 4'-0" 6" 3'-0
1 2 2'-3 " 1
2 " 11'-2" 7'-7" 1'-9" 1'-10" 3'-10" 2'-3
1 2
"
2'-0" 6" 3'-0" 3'-4
1 2
" 2'-2" 4'-3
1 2
"
4'-7" 6'-9" 8'-4" 5'-10" 3'-0" 2'-9
1 2
" 7'-7" 9
1 2
" 6" 4'-0"
8'-3
1 2
" 4"10'-2
1 2
" 13'-0" 12'-0" 1'-4" 9'-4" 1'-4"
7" 3'-9" 1'-4"
5'-8" 1'-5
1 2
" 2'-8" 3'-6" 401 8'-0" GREAT RM. 9'-0" CLG. CARPET REAR PATIO 9'-0" STUCCO CLG. CONC. M. BATH 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPETHALL 9'-0" CLG. CARPET BDRM. 3 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. PANTRY 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. PWDR. 9'-0" CLG. H.S. BDRM. 2 9'-0" CLG. CARPET HALL 9'-0" CLG. CARPET ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. DEN/ OPT. BDRM. 4/ OPT. DINING/ 9'-0" CLG. CARPET BATH 2 9'-0" CLG. H.S.

C HS C HS

C HS HS C

C HS HS C
C HS
C HS 110 VARIES
4" MIN. 7" MAX. 309 305 101 101 005002 006 380 381 393 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 462 462
462
462
462 462
462464 459 460 393 393 386 382 44"x44" 375 #546042BC GELCOAT TUB 386 382 48"x36" 455 455 372 373 459 460 312 OPT. GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 8'-0" 421 8'-0" 5"
5" 416 201 322 TEMP. GL. DOOR MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER 201 422 422 465 465 364454 465 2X6 WALL 004 TECH 9'-0" CLG. H.S.
7" 7" 7" 3050 SH 3050 SH 003 428 8'-6" M. BDRM. VOL. CLG. CARPET 2:12 SLOPE 2:12 SLOPE 4" 2'-7" 4'-6" 5'-2" 2'-10" LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2013A 2013 SQ. FT. COVERED ENTRY 48 SQ. FT. GARAGE 425 SQ. FT. TOTAL 2,013 SQ. FT. REAR PATIO 68 SQ. FT. 2468 2468 2468 416 464 459 8'-0" 401 8'-0" 401 220V OPT 28 SC 68 28 4'-6" 3'-0
1 2
" SERV. 9'-0" CLG. ENTRY 9'-0" CLG. H.S.

VARIES
4" MIN. 7" MAX. 2668
2668 C HS
2468 2468
30 SC 80
28 FR. DOOR
68 T.G.
2468 EXT. ACCESS
2668 INT. ACCESS WASHER/ STACKED DRYER HS C
C HS 2468 3050 SH 3050 SH 416 464 459
462
462 455 393 380 381 PR. 1868 LOUVER DR.
462 FLOOR PLAN KEY NOTES GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. Name NOTE 001 GALVANIZED STEEL PIPE BOLLARD W/ CONCRETE FILL ( SEE DETAIL 15/D5.1) 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6, TABLE 302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANK LESS WATER HEATER. INSTALLATION PER MANUFACTURE'S INSTRUCTIONS 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) IN ATTIC ON 6' X 12' PLATFORM 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 364 COOKTOP & EXHAUST HOOD WITH FAN LIGHT (EXHAUST VENT TO OUTSIDE) 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN 373 DRYER SPACE 374 SHELF ABOVE - OPT. CABINETS (SEE INTERIOR ELEV.) 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER 381 CURTAIN ROD 382 SHATTER PROOF SHOWER DOOR/ENCLOSURE 386 SHOWER - PREFABRICATED STALL 387 SHOWER - HOT MOP - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CEnC 150.0(a)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 454 DESK 455 LINEN 457 LINEN (LOW ONLY) 458 LINEN (UPPER ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 242468 68 2468 464 462 416 5'-8" 12'-4" 12'-8" 25'-0" 2'-6" 20'-0" 2'-6" 7" 3'-9" 1'-4" LARGE REAR PATIO 9'-0" STUCCO CLG. CONC. 8'-0" 421 8'-0" 5" 422 422 004
7" 7" OPT. 16080 TEMP. GL. SLIDER FL FL FL A1.0 MH 13052A200 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2013

CLOVIS, CA

WILSON HOMES

C 633
2046 SH 5050 SL TEMP. GL. 3016 SL 2668 PR.
30 SC 80
28 SC 68 2868 2468 2468 2468
2668 2668 16'-0" x 8'-0" SECT. GAR. DOOR 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. BDRM. 2 9'-0" CLG. CARPET HALL 9'-0" CLG. CARPET ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. DEN/ OPT. BDRM. 4/ OPT. DINING/ 9'-0" CLG. CARPET BATH 2 9'-0" CLG. H.S. HS C C HS
C HS
VARIES
4" MIN. 7" MAX.
5"201 TECH 9'-0" CLG. H.S. 4050 SL 4050 SL
4'-0" 40'-0" 14'-4" 4'-8" 2'-6" 18'-11" 6'-9" 2'-5" 16'-2" 1'-9"
4'-4" 4" 2'-7" 4'-0" 2" 2'-8" 4'-6"
FX 2650
3 1
2 " 5
1 2
"
8'-4"
4"
2626 FX
TEMP. GL. 4026 FX TEMP. GL. 4026 FX TEMP. GL. BELOW BELOW BELOW FLOOR AREA TABLE PLAN 2013B LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 2013 SQ. FT. COVERED ENTRY 40 SQ. FT. GARAGE 425 SQ. FT. TOTAL 2,013 SQ. FT. REAR PATIO 68 SQ. FT. 2046 SH 5050 SL TEMP. GL. 3016 SL 2668 PR.
30 SC 80
28 SC 68 2868 2468 2468 2468
2668 2668 16'-0" x 8'-0" SECT. GAR. DOOR 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. BDRM. 2 9'-0" CLG. CARPET HALL 9'-0" CLG. CARPET ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. DEN/ OPT. BDRM. 4/ OPT. DINING/ 9'-0" CLG. CARPET BATH 2 9'-0" CLG. H.S. HS C C HS
C HS
VARIES
4" MIN. 7" MAX.
5"201 TECH 9'-0" CLG. H.S. 3050 SH 3050 SH
6'-0" 40'-0" 14'-0" 2'-8" 1'-11" 18'-11" 7'-1" 2'-5" 16'-2" 1'-11"
2'-0" 4" 2'-7" 4'-0" 6" 5'-11" 3'-6"
3050 SH 8'-6" 002 005 004 421 003 428 8'-0" 428 8'-0" 3'-0" 2'-7" 5" FLOOR AREA TABLE PLAN 2013C LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 2013 SQ. FT. COVERED ENTRY 54 SQ. FT. GARAGE 425 SQ. FT. TOTAL 2,013 SQ. FT. REAR PATIO 68 SQ. FT. NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A2.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 18" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN A1.1 MH 13052A201 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2013

CLOVIS, CA

WILSON HOMES

C 634
T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 521 650B 1D3 19D3 674 516 3D3 21D3 25D3 22D3 17D3 25D2 26D4 @ SOFFIT 762 26D38'-2" PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 602 1x4 602 1x4 525 1x3 521 27D1 203 16'-10" ± 205 17D3 674 16'-11" 8'-6" 201
4:12
4:12
4:12
4:12 4:12
RIDGE
RIDGE
RIDGE
RIDGE 17D3 2'-6" 2'-6" 22D3 26D1 25D1 837 ROOF AREA: ' ' SQ. FT.A 2,518 802 810 826 ROOF AREA: ' ' SQ. FT.B 43 812 813 812 813 813 813 ARCHED ARCHED 27D1 1'-0" PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 8'-2" 2'-0" T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 2D3 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" DASHED LINE INDICATES CEILING BEYOND T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 1 201 D3 25 3 D3 D2 701 23D4 29 30 D4 D4 321 308 511 205 T.O.HEEL T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. T.G. T.G. 3D2 25D3 8'-0" ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - SEE DETAIL */D* 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2013

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL - 05/21/18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C A1.4 MH 13052A104 ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT 1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS CONTEMPORARY SPANISH 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. LOW PROFILE BY EAGLE ROOFING ICC# ESR 1900 635 T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. -3.5" 18'-3
1 2
" ±
5D2
1D3 19D3
3D3 21D3 25D3 27D3 525 1x3 203 525 1x4 602 2x6 602 2x6 602 2x4 602 2x4 602 2x6 551 521 650B 761 27D4 @ SOFFIT 205 +0" T.G. T.G. 14D4 T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. T.G. T.G. 3D2 321 2D3 8'-0" T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 201 308 1D3 25
3 D3 D2 511 23D4 29 30 D4 D4 321 205 T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. T.G. T.G. 3D2 25D3
8'-0" T.G. ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 4:12 4:12
4:12
4:12 4:12 4:12 4:12 4:12
4:12 4:12
4:12 4:12
RIDGE
RIDGE
RIDGE

RIDGE HIP HIP

HIP HIP

HIP HIP
HIP
HIP
HIP
HIP
VALLEY
VALLEY
VALLEYRIDGE 813 813 813 812 837 ROOF AREA: ' ' SQ. FT.A 2,547 810 826 801 839 839 24D1 28D1 24D1 813 812 29D1 1'-6" 1'-0" PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 1'-0" HIP HIP DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2013

CLOVIS, CA

WILSON HOMES

C A1.5 MH 13052A105 ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 636 4:12 4:12
4:12
4:12
4:12
4:12
4:12 4:12
4:12
4:12 RIDGE
RIDGE
VALLEY

VALLEY VALLEY
RIDGE
RIDGE HIP 813 813 812 813 837 839 839 VALLEY VALLEY 812 813 813 ARCHED ARCHED 839 29D1 24D1 30D1 29D1 ROOF AREA: ' ' SQ. FT.A 2,561 810 826 80130D1 1'-6" 1'-6" PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. GRID 3050 GRID 3050 4:12 4:12 4:12 19'-712" ± F.G. 3'-0" 6D2 1D4 1D3 19D3 3D3 21D3 25D3 26D4 @ SOFFIT 25D3 T.O.P. 602 2x4 602 2x4 701 13D4 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 525 1x3 203 525 1x4 650B 521 761 205 9D4 60GRID50 4:12 4:12 4:12 4:12 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 8080 SLIDER T.G. T.G. GRID 8050 2D3 3D2 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" DASHED LINE INDICATES CEILING BEYOND GARAGE 2668 40GRID50 50GRID50 T.G. T.G. 201 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 4:12 4:12 GRID 2050 GRID 2050 3D2 201 308 1D3 25D3 511 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 23D4 29D4 30D4 205 STORIES/ GRADE T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. GRID 50 2046 GRID 30 50 GRID16 T.G. T.G. 4:12 40GRID50 40GRID50 GRID 3050 3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 8'-0" ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - SEE DETAIL */D* 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2013

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL - 05/21/18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C A1.6 RA13052A106 ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 637 4:12 4:12 RIDGE 837 ROOF AREA: ' ' SQ. FT.A 2,635 810 826 80130D1 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS VALLEY 812 813 813
RIDGE
4:12
4:12 VALLEY 839 60GRID50
4:12
4:12
4:12 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 2D3 3D2
8'-0" DASHED LINE INDICATES CEILING BEYOND T.G. T.G. T.G. T.G. 4:12
4:12 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 60GRID50 4:12
4:12
4:12 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 2D3 3D2 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
8'-0" DASHED LINE INDICATES CEILING BEYOND
4:12 RIDGE
4:12 T.G. T.G. T.G. T.G. 26D1 837 ROOF AREA: ' ' SQ. FT.A 2,592 802 810 826 812 813 813 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 60GRID50 4:12
4:12
4:12 HEIGHT STORIES/ GRADE HEADER PLATE HEIGHT T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 2D3 3D2
8'-0" T.G. T.G. T.G. T.G. 4:12
4:12
4:12 4:12 4:12

RIDGE HIP HIP
HIP
VALLEYRIDGE 837 ROOF AREA: ' ' SQ. FT.A 2,620 810 826 801 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 812 813 813 HIP ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2013

CLOVIS, CA

WILSON HOMES

C A1.6.1 RA13052A1061 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 3D1 ROOF PLAN NOTES PROGRESSIVE NAPA SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 1'-0" BY EAGLE ROOFING ICC# ESR 1900 ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS CONTEMPORARY SPANISH 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. LOW PROFILE BY EAGLE ROOFING ICC# ESR 1900 638 KITCHEN 9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET COVD. ENTRY 9'-0" CLG. CONC. W.I.C. 9'-0" CLG. CARPET BDRM. 2 9'-0" CLG. CARPET ENTRY 9'-0" CLG. H.S. 20'-4" 12'-0" 16'-0" 15'-8"
C HS
2468
2668 4068 BI-PASS
5068 BI-PASS
2468
2668
2468 2868
21080
2868 6050 SL 2050 SH 2050 SH
3050 SH 3050 SH 6050 SL 2040 SH
5050 SL 8050 XOX 2868SC 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC 80 3050 SH 3050 SH
TEMP. GL. 4050 SL MULTI. GEN SUITE BDRM. 9'-0" CLG. CARPET MULTI. GEN LIVING SUITE 9'-0" CLG. CARPET BA. 3 9'-0" CLG. H.S.

TEMP. GL. 3016 SL DINING 9'-0" CLG. H.S. FLEX 9'-0" CLG. H.S. SERVICE 9'-0" CLG. H.S. BA. 2 9'-0" CLG. H.S. 2 CAR GARAGE CONCRETE DROP ZONE 9'-0" CLG. H.S. OUTDOOR RM 9'-0" CLG. CONC. 17'-4" 13'-8" 10'-0" 42'-6" 41'-0" 19'-3" 7'-5" 14'-4"
C HS

C HS HS C
C HS 6050 SL 6050 SL 6080 TEMP. GL. SLIDER
3050 SH
2468 2468
11'-11" 5'-7" 10'-0" M. BATH 9'-0" CLG. H.S.

C HS 8'-8" 8'-8" 1'-0" 11'-8" 1'-0" 5'-0" 5'-0" 3'-7" 6'-6" 3'-7" 2'-3
1 2
" 10'-4" 10'-4" 12'-9
1 2
" 5'-0" 5'-0" 2'-9
1 2
" 2'-9
1 2
" 1'-9" 10'-2" 2'-1" 16'-2" 1'-0" 2'-0" 5'-0" 5" 2'-7" 1'-10" 5'-8" 4'-3" 3'-0" 10'-2" 2'-6" 3'-0
1 2
" 6'-11" 6'-0
1 2
" 6'-0" 6'-0" 3'-4" 17'-0" 9'-0" 2'-0" 5'-0" 2'-0"
73'-0"
72'-0" 2'-0" 41'-0" 4'-3" 3'-0" 4'-4" 5'-9"
3'-0" 10'-1" 4" 2'-7" 5" 2'-6" 5" 8'-8" 5'-8" 1'-10" 4'-1" 1'-9 1 2
" 3'-11
1 2
" 3'-7" 3'-5
1 2
" 2'-7" 5'-9
1 2
" 7'-7" 5'-7" 11'-3
1 2
" 4'-1" 5'-8
1 2
" 6'-0" 5'-9" 10'-7"
6'-8"
1'-8
1 2
" 5'-7" 3'-6" 6'-6" 6'-9" 2'-4" 3'-2" 2'-5
1 2
" 1'-0" 8'-6
1 2
" 3'-6"
3'-5
1 2
" 3'-6" 3'-7
1 2
" 2'-10" 2'-10"
7" 7" 321 421 004 309 305 101 101 006 359 355 451 351 459 460 455 372 373 459 460 322 460 OPT. 381 380 393 393 393 375 #546042BC GELCOAT TUB 386 382 44"x44" 30"DIA. CIRCLE PROVIDED ATSHOWER MIN. 22" WIDTH TEMP. GL. DOOR 462 462 462 462
462
462 462 416 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 455 455 5" 5"
VARIES
4" MIN. 7" MAX. 110 0038'-0" 459 460 421 004 422428 8'-4" 428 8'-4" 002 462 5068 BI-PASS 386 382 34"x60" 30" DIA. CIRCLE PROVIDED AT SHOWER 2668 2'-7" 3'-9" 2468 PANTRY 9'-0" CLG. H.S. 6'-9" OPT. 12080 TEMP. GL. SLIDER 362 2'-9" 3'-0" 21'-0 1 2
" 2'-6" 5
1 2
9 " 1
2 " 10'-7" M. BDRM. VOL. CLG. CARPET 2:12 SLOPE 2:12 SLOPE LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2137A COVERED ENTRY 80 SQ. FT. GARAGE 421 SQ. FT. TOTAL 2,137 SQ. FT. OUTDOOR ROOM 123 SQ. FT. 2,137 SQ. FT. FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 341 14"X8" COMBUSTION AIR VENTS TOP AND BOTTOM - TYP. 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER - ENERGY STAR 362 SLIDE - IN RANGE/OVEN & EXHAUST HOOD WITH FAN AND LIGHT (EXHAUST VENT T0 OUTSIDE) 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL H/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. A1.0 RA13052A10 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2137

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST5 BUILDING DEPARTMENT SUBMITTAL - 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS.

C 639
36 50 SH
20'-4" 41'-0" 19'-3" 2'-0" 1'-7"
10'-2" 5'-0" 5"
2'-0" 5'-0" 2'-0" 9'-0" 6'-4
1 2
" 6'-4
1 2
" 003 8'-6" 002 422 8'-6" 422 004 421 COVD. ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. 2468 2668
5068 BI-PASS
6050 SL 2040 SH 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC 80 SUITE BDRM. 9'-0" CLG. CARPET MULTI. GEN LIVING SUITE 9'-0" CLG. CARPET BA. 3 9'-0" CLG. H.S.

TEMP. GL. 3016 SL 2 CAR GARAGE CONCRETE H.S. HS C
C HS
5" 2668
1'-9" LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2137B COVERED ENTRY 80 SQ. FT. GARAGE 421 SQ. FT. TOTAL 2,137 SQ. FT. OUTDOOR ROOM 123 SQ. FT. 2,137 SQ. FT. LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2137C COVERED ENTRY 80 SQ. FT. GARAGE 421 SQ. FT. TOTAL 2,137 SQ. FT. OUTDOOR ROOM 123 SQ. FT. 2,137 SQ. FT. 40 50 SL 40 50 SL 20'-4" 41'-0" 19'-3" 2'-0" 4'-8"
2'-11" 5'-0" 5"
2'-0" 5'-0" 2'-0" 9'-0" 2'-9" 4'-6" 2'-5" 3
1 2
" 5
1 2
" 003 8'-4" 002 422 8'-4" 422 004 421
5 1
2 "
3 1
2 " 551 551
1'-0" 508 COVD. ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. 2468 2668
5068 BI-PASS
6050 SL 16'-0" x 8'-0" SECT. GAR. DOOR
30 SC 80 SUITE BDRM. 9'-0" CLG. CARPET MULTI. GEN LIVING SUITE 9'-0" CLG. CARPET BA. 3 9'-0" CLG. H.S.

TEMP. GL. 3016 SL 2 CAR GARAGE CONCRETE H.S. HS C
C HS
5" 2668
FX 26 50 1'-8" NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A2.1 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 18" PER FOOT MINIMUM IN DIRECTION INDICATED 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN A1.1 RA13052A11 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2137

CLOVIS, CA

WILSON HOMES

C 640
F.F./T.O.C. 9'-1" T.O.P.

F.F./T.O.C. 20'-6" ±
F.G.
-2" 9'-1" T.O.P.-2" -2" 521
650B 1D3
19D3
516
203
205
525 3D3
21D325D3
22D3
25D2
26D4 @ SOFFIT
762 15'-0"
4"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1x4
602 1x4
602 1x4
525 1x3
521
27D1
508 2'-7" 8'-4" 3D4
9'-9" T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. T.G. T.G. 3D2
321

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
525

DASHED LINE INDICATES CEILING
BEYOND
525
1X3
4:12
4:12 4:12 4:12 4:12 4:12 4:12 VALLEY VALLEY VALLEY VALLEY RIDGE RIDGE RIDGE 839 2'-6" 2'-6" 2'-0" 9'-9"
22D3
17D3
27D1
812
813
813
ARCHED
ARCHED
839
812
813
25D1
802
810
ROOF AREA: ' ' SQ. FT.A
2,761
826
26D1
837
1'-0"

PROVIDE ROUTE FOR

FUTURE SOLAR WATER HEATER
PROVIDE 1" CONDUIT FROM THE

ELECTRIC PANEL TO

LOCATION IN ATTIC

FOR FUTURE SOLAR

INSTALLATION
125 SQ. FT. OF SOLAR PANELS125 SQ. FT. OF SOLAR PANELS
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 201
205
308
525 1D3
25D3 3D2 321
701
511

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
23D429D430D4 8'-4"
NON OPERABLE DECORATIVE GABLE VENTS 2'-0"
T.G. T.G.

T.O.P.

F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1"
T.O.P.
525 3D2
25D3

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
1X3
NON OPERABLE DECORATIVE GABLE VENTS 2'-0"
T.G. T.G.

ELEVATION KEY NOTES
ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - SEE DETAIL 22/D3 - ICC ESR 1566 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING
762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 (2) LAYERS OF GRADE 'D' PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATHING 2016 CRC R703.7.3

ROOF PLAN KEY NOTES
Name NOTE 802 ROOFING - CONCRETE - 'S' TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.4
RA
13052A14
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

MM
BH---2013052.14 05-21-18 PLAN 2137 CLOVIS, CA WILSON HOMES FRESNO, CALIFORNIA SFD 2013052.14 - FIRST5 BUILDING DEPARTMENT SUBMITTAL - 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT 1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES

1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS

CONTEMPORARY SPANISH

3. ATTIC ACCESS PER CRC SECTION R807.

LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.

LOW PROFILE
BY EAGLE ROOFING ICC# ESR 1900
AGENDA ITEM NO. 13.

F.F./T.O.C. 9'-1" T.O.P.

F.F./T.O.C. 17'-0" ±
F.G. 9'-1" T.O.P. 5D2 1D3
19D3 3D3
21D3
25D3
27D4 @ SOFFIT
27D3
525 1x3
203
205
525 1x4
602 2x6
602 2x4
551
650B
7618'-4" 1'-0"
508
17D5
-3.5" +0" 12'-4" T.O.P. T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 3D2
321
525
1X3 5251X3
T.G. T.G. 4:12 4:12
4:12
4:12 4:12
4:12
4:12 RIDGE RIDGE RIDGE VALLEYHIP HIP HIP HIP HIP HIP VALLEY HIP HIP 839 839
812
813
812
813
813
28D1
24D1
24D1
ROOF AREA: ' ' SQ. FT.A
2,763
810
826
24D1
837
1'-0" 1'-0"

PROVIDE ROUTE FOR

FUTURE SOLAR WATER HEATER
PROVIDE 1" CONDUIT FROM THE

ELECTRIC PANEL TO

LOCATION IN ATTIC

FOR FUTURE SOLAR

INSTALLATION
125 SQ. FT. OF SOLAR PANELS
801
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 201
205
525 308
525 1D3
25D3 3D2
511
1X3
1X3
23D429D430D4
701
-3.5" +0" 8'-4" 1'-0"
T.G. T.G.

T.O.P.

F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1"
T.O.P.
525 3D2
25D3
1X3 602 2x6
T.G. T.G.

ROOF PLAN KEY NOTES
Name NOTE 801 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS

ELEVATION KEY NOTES
Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE DETAIL */D*) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568
602 WOOD TRIM(S) - SIZE PER ELEVATION
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 (2) LAYERS OF GRADE 'D' PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATHING 2016 CRC R703.7.3 A1.5
MH
13052AA15
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

MM
BH---2013052.14 05-21-18 PLAN 2137 CLOVIS, CA WILSON HOMES FRESNO, CALIFORNIA SFD 2013052.14 - FIRST5 BUILDING DEPARTMENT SUBMITTAL - 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS

3. ATTIC ACCESS PER CRC SECTION R807.

CONCRETE 'FLAT' TILE
BY EAGLE ROOFING ICC# ESR 1900
AGENDA ITEM NO. 13.

T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 18'-1112" ± 3'-0"
-2" 6D25D3 1D4 9D41D3
19D3 3D3
21D325D325D3
602 2x4
602 2x4 13D4

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
525 1x3
203
205
525 1x4 650B
521
761
515
592 13'-4" T.O.P. 5'-0" 6'-4" 8'-6"
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 3D2
321

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
525

DASHED LINE INDICATES CEILING
BEYOND
1X3 525
1X3
T.G. T.G.
4:12
4:12 4:12 4:12 4:12

RIDGE RIDGE RIDGE VALLEY
VALLEY
VALLEY
839
839 5D3 5D3
28D1
24D1 29D1
24D1
30D1
812
813
812
813 813
ROOF AREA: ' ' SQ. FT.A
2,760
810
826
837
1'-6" 1'-0"

PROVIDE ROUTE FOR

FUTURE SOLAR WATER HEATER
PROVIDE 1" CONDUIT FROM THE

ELECTRIC PANEL TO

LOCATION IN ATTIC

FOR FUTURE SOLAR

INSTALLATION
125 SQ. FT. OF SOLAR PANELS
801
125 SQ. FT. OF SOLAR PANELS
125 SQ. FT. OF SOLAR PANELS
T.O.P.

F.F./T.O.C. 9'-1" 9'-1"
T.O.P.

F.F./T.O.C. 3D2
201
205
525 308
525 1D3
25D3
511

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
1X3
23D429D430D4 8'-6"
NON OPERABLE DECORATIVE GABLE VENTS 2'-0"
T.G. T.G.
1X3
T.O.P.

F.F./T.O.C. F.F./T.O.C. 9'-1" 9'-1"
T.O.P. 3D2
25D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1D4 7D4
602 2x4
602 2x4
NON OPERABLE DECORATIVE GABLE VENTS 2'-0"
T.G. T.G. 525
1X3

ELEVATION KEY NOTES
Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1/4" PER FT. MINIMUM 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 592 OVERHEAD AWNING - SIZE AND STYLE PER ELEVATION
602 WOOD TRIM(S) - SIZE PER ELEVATION
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 701 G.I. FLASHING
761 ROOFING - CONCRETE - FLAT TILE BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 (2) LAYERS OF GRADE 'D' PAPER IS REQUIRED TO BE INSTALLED OVER WOOD SHEATHING 2016 CRC R703.7.3 A1.6
RA
13052A16
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET:

PROGRESSIVE NAPA
SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS

3. ATTIC ACCESS PER CRC SECTION R807.

FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 457 LINEN (LOW ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 2'-4" 6'-4" 2'-7 1 2
" BA. 3 9'-0" CLG. H.S. TEMP. GL. 30 16 SL 393 386 382 30" DIA. CIRCLE PROVIDED AT SHOWER 34"x60" DEN/ OPT. DINING 9'-0" CLG. CARPET 30 50 SH 30 50 SH 401 8'-0" 36 GAS ONLY 3050 SH 3050 SH 6050 SL 6050 SL 8080 TEMP. GL. SLIDER 6050 SL TEMP. GL. 3016 SL FX TEMP. GL. FX 1050 TEMP. GL. 1050 KITCHEN 9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. 2-BAY GARAGE CONCRETE OUTDOOR RM 9'-0" CLG. CONC. 309 305 101 101 006 8'-0" 201 39'-8" 39'-8" 20'-0" 19'-8" 8'-0" 22'-0" 59'-0" 18'-10
1 2
" 4'-6
1 2
" 5'-0" 11'-4"
59'-0" 11'-0"
5'-6"
16'-10
1 2
" 19'-3
1 2
" 2'-0" 9'-0"
11'-4
1 2
" 13 T. AT 10 1/2"EA. 2'-0" 2'-0"
2'-0" 3'-0" 6"
2'-0" 6'-6" 6" 16'-3" 3'-0
1 2
38'-0"
" 1'-10"
2'-6" 2'-6" 2'-8" 1'-10
1 2
" 13'-6
1 2
" 5'-4" 2'-0" 8" 8'-4" 10'-0" 2'-0" 2'-4" 2'-4" 1'-8" 3'-7" 2'-11" 4'-2
1 2
" 1'-9" 1'-9"
8'-3" 2'-11" 5'-5" 2'-9" 3'-4"
3 1
2 " 2'-10" 2
1 2
" 1'-4" 2'-7" 4'-4
1 2
" 3" 3'-10
1 2
" 3" 6'-5" 6'-8
1 2
"
6'-8
1 2
" 4" 10'-3
1 2
" 20'-8
1 2
" 3'-11" 4'-4
1 2
" 1'-0" 1'-3
1 2
" 2'-0" 6'-4
1 2
" 2'-8" 1'-10
1 2
"
135° 7'-8
1 2
" 7'-8
1 2
" 3" 3'-0" 2'-5
1 2
"
5'-0" 17'-8" 4'-7" 1'-4" 13'-4" 1'-4" 6'-0" 1'-4" 7'-4" 1'-4" 10'-0" 2'-4" 16'-2" 5'-1" EQ. 2'-0" EQ. 1'-4"
3'-6" 0" 5'-7" 5'-1" 3'-6" BA. 3 9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING 9'-0" CLG. CARPET 3'-9" 459 460 321
C HS
C HS W.I.C. 9'-0" CLG. CARPET 355 359 451 351 393
462
2668
2468
2468
24682868
30 SC 80 2068
2468 2668SC
2'-6" 2'-8
1 2
" 6'-0" 2'-10
1 2
" 2'-9
1 2
" 401 7'-6" 401 8'-0" ENTRY 9'-0" CLG. H.S. 386 382 30" DIA. CIRCLE PROVIDED AT SHOWER 455 462 401 8'-0" PANTRY 9'-0" CLG. H.S. OPT, 5" 34"x60" 462 464 102 441 GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 GAS "B" VENT. 312 16'-0" x 8'-0" SECT. GAR. DOOR OPT. 5" VARIES 4" MIN. 7" MAX. 464 422 104 364 457 1AD522D51GD5 16R UP 7" 7" 8" 1'-4" 10'-0" OPT. 12080 TEMP. GL. SLIDER OPT. 12080 TEMP. GL. SLIDER 006 OPT. 5"OPT. FL +84" OPT. 12080 TEMP. GL. SLIDER VS 30 50 SH 30 50 SH PORCH 9'-0" CLG. CONC. 8'-6" 8'-6" 8'-6" 8'-6" 003 421 004 428 428 428 428 1'-6" 8" 8" 8" LOWER FLOOR PLAN TOTAL PORCH SQ. FT. FLOOR AREA TABLE GARAGE PLAN 2399A 2,399 UPPER FLOOR PLAN CALIFORNIA ROOM 428 SQ. FT. 160 SQ. FT. 140 SQ. FT. 1,184 SQ. FT. 1,215 SQ. FT. DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2399

CLOVIS, CA

WILSON HOMES

C A1.0 MH 15211A10644
6050 SL 2040 SH 2040 SH 4040 SL 2030 SH 8040 XOX
TEMP. GL. 3016 SL 39'-8" 10'-5" 10'-7" 18'-8" 7'-5" 9'-6" 13'-8" 17'-4" 2'-0"
16'-0"
16'-0"
33'-0" 17'-4"
13'-4" 2'-4" 5'-7" 11'-9"
33'-0"31'-0" 39'-8" 2'-6" 5'-5" 7'-0" 2'-7" 2'-10" 8'-6" 8'-10" 6'-5" 8'-0"
2'-9
1 2
" 2'-9
1 2
" 2'-1
1 2
" 8'-3
1 2
" 3'-6
1 2
" 3'-6
1 2
" 4'-0" 8'-0" 10'-8" 4'-0" 8'-9" 1'-11" 7'-0" 3'-5"1'-0" 3'-6" 6'-1" 3'-7 1 2
" 4'-4
1 2
" 10'-8"
5'-9" 6'-0"
4'-0" 3'-10" 5'-10"
3" 3"
11'-10" 4'-0" 3'-6" 1'-11"
1'-0"
1'-0"
2'-6" 1'-7" 2'-5" 9'-10"
1'-11" 2'-9
1 2
" 5'-0" 2'-9
1 2
" 2'-0" 8'-11" 6'-9"
3'-0
1 2
" 2'-0" 1'-3
1 2
" 3'-6" BDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4 VOL. CLG. CARPET BA. 2 8'-0" CLG. H.S. M. BATH 8'-0" CLG. H.S. M. BDRM. VOL. CLG. CARPET SERV. 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET C HS HS C C HS HS C 393 393 375 #546042BC GELCOAT TUB 386 382372 373 416 322 462
462 462 462 462 462 441 +42" 444 +42" 444 +38"
2868
2868 2668 2468
2668
2468 2668
2468 5068 BI-PASS
2'-3
1 2
" 9'-1" 2'-3
1 2
"
2:12
FLAT
FLAT 2:12
10'-0"± CLG. 10'-0"± CLG. BREAK CLG. BREAK CLG. BREAK 401 7'-6" CLG. 8'-0" 401 8'-0" 380 381 30" DIA. CIRCLE PROVIDED AT SHOWER 455 357 OPT. 460 459 OPEN TO BELOW 457 336 16R DN 30 50 SH 30 50 SH 30 50 SH 30 50 SH 20 20 FX 30 50 SH
30 50 SH 411 411 411
2'-1
1 2
" 11'-2
1 2
" SLAB INTERFACE PLAN KEY NOTES FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 336 5" DIA. G.I. DRYER VENT WITH APPROVED LINT TRAP - VENT THROUGH ROOF 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 442 2X PONY WALL - SIZE & HEIGHT PER PLAN 443 2X CRIPPLE WALL - SIZE PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 457 LINEN (LOW ONLY) 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 463 DOUBLE SHELF & POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. BDRM. 4 8'-0" CLG. CARPET 13'-11 1 2
" 3'-4
1 2
" 6'-11" 5'-1
1 2
" 10'-7" 3'-6" 7'-1"
1'-11" 2'-1" 1'-3
1 2
" 4'-6" 2'-7"
60 50 SL 462 30 50 SH30 50 SH LOWER FLOOR PLAN TOTAL PORCH SQ. FT. FLOOR AREA TABLE GARAGE PLAN 2399A 2,399 UPPER FLOOR PLAN CALIFORNIA ROOM 428 SQ. FT. 160 SQ. FT. 140 SQ. FT. 1,184 SQ. FT. 1,215 SQ. FT. DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2399

CLOVIS, CA

WILSON HOMES

C A1.1 MH 15211A11645
TEMP. GL. 3016 SL FX TEMP. GL. FX 1050 TEMP. GL. 1050 2-BAY GARAGE CONCRETE 201 BA. 3 9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING 9'-0" CLG. CARPET C HS W.I.C. 9'-0" CLG. CARPET 2668
2468
2468
24682868
30 SC 80 2068 2668SC ENTRY 9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5" VARIES 4" MIN. 7" MAX. 16R UP 50 50 SL 39'-8" 20'-0" 19'-8" 59'-0" 15'-1"
59'-0" 11'-0"
5'-6"
2'-0" 9'-0" 2'-6" 2'-0"
2'-0" 3'-0" 6"
2'-0" 6'-6" 6"
2'-0" 15'-2" 551 551 551 425 8'-0" 425 003 002 005 421 004 PORCH 9'-0" CLG. CONC. 8'-0" 7" 7" 7" 422 8'-0" 6050 SLBDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4 VOL. CLG. CARPET H.S. 2668 2468 2668
2468 5068 BI-PASS 16R DN 50 50 SH 50 50 SH 40 50 SL 20 20 FX FX 26 50 10'-5" 10'-7" 18'-8"
2'-0"
16'-0"
16'-0"
1'-8"
33'-0" 39'-8" 2'-11
1 2
" 7'-5
1 2
" 5'-3
1 2
" 5'-3
1 2
" 4'-0" 8'-0" 10'-8" 4'-0" 8'-3" 2'-5"
FX 26 50
1'-8"
6050 SLBDRM. 2 8'-0" CLG. CARPET BDRM. 3 8'-0" CLG. CARPET LOFT/ OPT. BDRM. 4 VOL. CLG. CARPET 8'-0" CLG. H.S. 2668 2468 2668
2468 5068 BI-PASS 16R DN 20 40 FX
30 50 SH 30 50 SH 30 50 SH 30 50 SH 20 40 FX 20 20 FX 10'-5" 10'-7" 18'-8" 2'-0"
11'-6"
11'-6"
1'-11"
33'-0" 39'-8" 1'-11" 8'-6" 3'-6
1 2
" 3'-6
1 2
" 2'-9" 8'-0" 10'-8" 2'-9" 5'-4" 5'-4" 3'-6" 2'-6"
TEMP. GL. 3016 SL FX TEMP. GL. FX 1050 TEMP. GL. 1050 2-BAY GARAGE CONCRETE 201 BA. 3 9'-0" CLG. H.S. BDRM. 5/ OPT. DEN/ OPT. DINING 9'-0" CLG. CARPET C HS W.I.C. 9'-0" CLG. CARPET 2668
2468
2468
24682868
30 SC 80 2068 2668SC ENTRY 9'-0" CLG. H.S. 16'-0" x 8'-0" SECT. GAR. DOOR 5" VARIES 4" MIN. 7" MAX. 16R UP 30 50 SH 30 50 SH 39'-8" 20'-0" 19'-8" 54'-6" 15'-1"
54'-6" 6'-6" 2'-0" 5'-0" 3'-10" 7'-0" 1'-10" 1'-9" 3'-6" 1'-9" 003 002 005 421 004 8'-0" 508 COVD. ENTRY 9'-0" CLG. CONC. 428 1'-0" 1'-0" FL WP GFI LOWER FLOOR PLAN TOTAL COVERED ENTRY FLOOR AREA TABLE GARAGE PLAN 2399C UPPER FLOOR PLAN CALIFORNIA ROOM 428 SQ. FT. 160 SQ. FT. 39 SQ. FT. 2,399 SQ. FT. 1,184 SQ. FT. 1,215 SQ. FT. LOWER FLOOR PLAN TOTAL PORCH FLOOR AREA TABLE GARAGE PLAN 2399B UPPER FLOOR PLAN CALIFORNIA ROOM 428 SQ. FT. 160 SQ. FT. 140 SQ. FT. 2,399 SQ. FT. 1,184 SQ. FT. 1,215 SQ. FT. NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 425 WOOD SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT A1.1.2 MH 13219A41 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2399

CLOVIS, CA

WILSON HOMES

C 646
T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS ±24'-9" (MAX. ALLOWED 35'-0")
(VERIFY) 12 4 3D3 21D3 1D3 19D3 525 1x3 25D3 22D3 27D1 26D4 @ SOFFIT 525 4" 521 1x4 4D2 701 203 205 T.G. T.G. 701 674 17D3 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 3D2 2D3 701 3'-0" 3'-0" SILL
SILL
7'-0" T.G. T.G. 1'-0" 4:12 4:12
4:12
4:12
3:12 4:12 RIDGE
RIDGE
VALLEY VALLEY 3.5:12 839 837 25D1 802 810 ROOF AREA: ' ' SQ. FT.A 1,272 826 ROOF AREA: ' ' SQ. FT.B 352 ROOF AREA: ' ' SQ. FT.C 220 22D3 812813 2'-0" 8'-2" 25D1 17D3 813 813 26D1 813 ROOF AREA: ' ' SQ. FT.D 100 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 511 8'-6" SOFFIT 1D3 3D2 25D3 23D4 29D4 30D4 26D4 @ SOFFIT 201 205 308 7'-0"
8'-0" 10D4
4'-9" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3 3D2 10D4 ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - PER DETAIL 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 A1.4 MH 13052A44 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2399

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL - 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT 1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS CONTEMPORARY SPANISH 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. LOW PROFILE BY EAGLE ROOFING ICC# ESR 1900 647 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. ±24'-812" (MAX. ALLOWED 35'-0")
(VERIFY) 3D3 21D3 1D3 19D3 525 1x3 25D3 525 521 1x4 14D4 761 650B 1x3 6D2 1x3 551 203 205 T.G. 525 525 701 701 602 2x4 1x3 525 1x6 525 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 3D2 2D3 3'-0"
3'-0" SILL
SILL
7'-0" 701 T.G. T.G. 1'-6" 1'-0" 4:12 4:12
3:12 4:12
4:12
4:12 R HIP HIP VALLEY RIDGE 4:12 HIP HIP HIP HIP 3.5:12 812813 813 837 ROOF AREA: ' ' SQ. FT.A 2,390 810 826 4:12 801 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 83 SQ. FT. OF SOLAR PANELS 125 SQ. FT. OF SOLAR PANELS 42 SQ. FT. OF SOLAR PANELS ROOF AREA: ' ' SQ. FT.B 352 ROOF AREA: ' ' SQ. FT.C 220 ROOF AREA: ' ' SQ. FT.D 100 29D1 813 28D1 24D1 24D1 30D1 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 511 1D3 3D2 25D3 23D4 29D4 30D4 27D3 551 14D4 13D4 602 2x4 201 205 551 308 7'-0"
8'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. 25D3 1x6 1x3 525 525 602 2x4 3D2 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 A1.5 MH 13052A45 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2399

CLOVIS, CA

WILSON HOMES

HIP HIP R

VALLEY RIDGE HIP HIP

HIP HIP RIDGE
VALLEY 3.5:12 812 813 813 4:12 4:12 83 SQ. FT. OF SOLAR PANELS ROOF AREA: ' ' SQ. FT.A 12,72 810 ROOF AREA: ' ' SQ. FT.B 364 4:12 4:12 837 826 801 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS ROOF AREA: ' ' SQ. FT.C 22042 SQ. FT. OF SOLAR PANELS 5D3 29D1 24D1 24D1 24D1 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 201 511 1D3
3D2 25D3 23D4 29D4 30D4 205 308
7'-0"
8'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3 3D2 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOP-E 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 STUCCO NICHE. SIZE PER ELEVATION - SLOPE SILL 1 4" PER FT. MINIMUM 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 592 OVERHEAD SHUTTER - SIZE AND STYLE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 823 MIN. 22"X30" CLEAR OPENING FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. A1.6 MH 13052A46 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2399

CLOVIS, CA

WILSON HOMES

C ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'FLAT' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 3D1 ROOF PLAN NOTES PROGRESSIVE NAPA SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. 1'-0" BY EAGLE ROOFING ICC# ESR 1900 649 40'-0" 2'-7" 2'-5
1 2 2'-3 " 1
2 " 7'-11
1 2
"
1'-11" 4'-7" 1'-11
1 2
" 2'-4
1 2
" 5'-8
1 2
" 21'-7"
7'-0" 4'-2" 2'-3
1 2
"
3'-9
1 2
" 2'-7" 4" 3'-5
1 2
" 7
1 2
" 9'-5
1 2 3'-5 " 1
2 " 5'-6" 3'-5
1 2
" 5'-6" 3'-11
1 2
" 6'-2
1 2
" 6'-10
1 2 6'-8 " 1
2 " 6'-6" 3'-0"
25'-8
1 2
" 10'-6" 57'-0" 2'-7
1 2
"
1'-8"
8'-0" 17'-5" 23'-7" 41'-0" 8'-0" 5'-3" 16'-8" 8'-6
1 2
" 4'-9" TEMP. GL. DOOR MIN. 22" WIDTH 30"DIA. CIRCLE PROVIDED AT SHOWER 36"X48 PRE-FAB SHOWER 6'-3" 2'-4" 5"
4'-3
1 2
" 23'-5" 2'-0" 19'-5" 2'-0" 1'-4" 6'-0" 8" 13'-7"
12'-9
1 2
" 2'-3" 7"
7"
8'-5" 19'-7" 40'-0" 20'-5" 9
1 2
"
5'-5" 1'-5" 7'-6" 12'-11"
20'-9
1 2
" 2'-2"
6'-0" 16'-2"
6'-0" 2'-0" JOIST AT 2X6 CEILING 24" O.C. 30" MIN. 2'-2" 1'-11 1 2
"
6'-2"
2'-0"
30 SC 80 2468 28 SC 68
2468 2868SC
TEMP. GL. 2010 SL 3050 SH 4050 SL 4050 SL 6080 TEMP. GL. SLIDER 2050 SH 2050 SH
2050 SH 2050 SH 8050 XOX 8050 XOX
16'-0"
7" 7" 4'-0" 2'-3
1 2
" 6'-6" 7'-3" 8'-9
1 2
" 10'-4
1 2
" KITCHEN 9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. 2-BAY GARAGE CONCRETE OUTDOOR RM 9'-0" CLG. CONC. 309 305 101 101 006 8'-0" 321 355 359 451 COVD. ENTRY 9'-0" CLG. CONC. GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 GAS "B" VENT. 312 OPT. 464 459 460 351
5" VARIES 4" MIN. 7" MAX. PANTRY 9'-0" CLG. H.S.
2468462 102 102 401 8'-0" 16'-0" x 8'-0" SECT. GAR. DOOR ENTRY 18'-2" CLG. H.S. PARLOR/ DEN OPT./ BDRM. 5 OPT. 9'-0" CLG. CARPET BA. 3 8'-0" CLG. H.S. 421 004 421 004 422 393 201 104 364 3050 SH
2'-7
1 2
" OPT. 16080 TEMP. GL. SLIDER
3'-5" 3'-5" 36 50 SH 6'-5
1 2
" 6'-5
1 2
" 2'-0" 5'-0" 6" 428 8'-6" LOWER FLOOR PLAN 1360 SQ. FT. TOTAL COVERED ENTRY SQ. FT. FLOOR AREA TABLE GARAGE PLAN 2854A 2,854 UPPER FLOOR PLAN CALIFORNIA ROOM 492 SQ. FT. 187 SQ. FT. 45 SQ. FT. 1,494 SQ. FT. FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 446 +42" EXTERIOR GUARD (SEE DETAIL 11/D4) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. A1.0 MM13052A51 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2854

CLOVIS, CA

WILSON HOMES

C 650
LOWER FLOOR PLAN 1360 SQ. FT. TOTAL COVERED ENTRY SQ. FT. FLOOR AREA TABLE GARAGE PLAN 2854A 2,854 UPPER FLOOR PLAN CALIFORNIA ROOM 492 SQ. FT. 187 SQ. FT. 45 SQ. FT. 1,494 SQ. FT. 40'-0" 2'-6" 3'-0 1 2 8'-0 " 1
2 " 8'-1" 9'-2" 9'-2" 10'-7" 18'-4" 11'-1"
4'-8" 7'-7" 10'-1
1 2
" 3'-4" 4'-8" 17'-8
1 2
" 41'-0" 13'-11
1 2
" 9'-4" 21'-7" 18'-5" 40'-0"
6'-6" 2'-0" 12'-7" 2'-7" 1'-3" 14'-7" 41'-0" 15'-4
1 2
" 11'-0
1 2
" 3'-3
1 2
" 6'-9
1 2
" 14'-9
1 2
" 5'-6" 6'-3" 5'-1" 3'-9
1 2
" 5'-11
1 2
" 5'-0
1 2
" 7'-4" 3'-9
1 2
" 7'-3
1 2
"
6'-3
1 2
" 3'-6" 4" 6'-0" 1'-7" 3'-9
1 2
" 2'-0
1 2
" 4'-4
1 2
"
3'-6" 4
1 2
" 1'-11
1 2
" 3'-6"7" 3'-6" 2'-1
1 2
" 5'-6" 6'-3"
5'-5"
3'-3" 2'-11
1 2
" 4" 3'-8" 3'-0" 4" 4" 47"X54" TEMP. GL. WIDTH CIRCLE PROVIDED MIN. 22" DOOR 30"DIA. AT SHOWER HALF WALL +36" HIGH 30" MIN. 30" MIN. 2468
2468
2868
2668
2668 2868 2468
FX
TEMP. GL. 4050
TEMP. GL. 2030 SH 4040 SL TEMP. GL. 8040 XOX 4040 SL
FX 2040
FX
TEMP. GL. 2040
2:12 SLOPE
2:12 SLOPE 375 #546042BC GELCOAT TUB 386 382 401 7'-0" 401 7'-0" 401 7'-0" +42" OPEN TO BELOW LOFT/ OPT. BDRM. 6 8'-0" CLG. CARPET BDRM. 3/ BDRM. 4 OPT. 8'-0" CLG. CARPET BA. 2 8'-0" CLG. H.S. BDRM. 2 8'-0" CLG. CARPET M. BDRM. VOL. CLG. CARPET M. BATH 8'-0" CLG. H.S.W.I.C. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. STORAGE 8'-0" CLG. H.S. 441 +42" 322 455 380 381 416 372 373 460 393 393 444 +38" 441 +42" 462 462 462 462
462 464 445 +42" 445 20 20 FX 20 40 SH 20 40 SH
20 40 SH 30 50 SH 50 68 TEMP. GL. SLIDER
30 50 SH
10'-8
1 2
" 6'-9
1 2
" 1'-7"
1'-11" 2" 1'-6"
1'-5" 9'-0
1 2
" 2" 6'-3
1 2
" 6'-3
1 2
" 2" 1'-11" 6'-11" 2'-9" 11'-7" 2'-6" 1'-5" 2"
3" 422 446 7'-0"
6" FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 446 +42" EXTERIOR GUARD (SEE DETAIL 11/D4) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. A1.1.1 MM13052A51 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2854

CLOVIS, CA

WILSON HOMES

C 651
5'-0" 15'-9
1 2
" 9'-5
1 2 3'-5 " 1
2 " 6'-0" 3'-4
1 2
" 26 68 FR. DOOR PR.T.G. OPTIONAL
3'-5
1 2
" 7
1 2
"
2'-2" 11'-0" 5'-0" 15'-9
1 2
" 9'-5
1 2 3'-5 " 1
2 "
11'-5" 6'-0" 3'-4
1 2
" 26 68 FR. DOOR PR.T.G. OPTIONAL
3'-5
1 2
" 7
1 2
"
2'-2" 11'-0" 5'-0" 15'-9
1 2
" 9'-5
1 2 3'-5 " 1
2 "
11'-5" 6'-0" 3'-4
1 2
" 26 68 FR. DOOR PR.T.G. OPTIONAL
3'-5
1 2
" 7
1 2
"
2'-2" 11'-0"
2'-2" 16'-0" 6'-5
1 2
" 6'-5
1 2
" 36 50 SH 6'-5
1 2
" 6'-5
1 2
" 36 50 SH 40 50 SL 40 50 SL 36 50 SH 36 50 SH 6'-5
1 2
" 6'-5
1 2
" 6'-5
1 2
" 6'-5
1 2
" 6'-5
1 2
" 6'-5
1 2 6'-5 " 1
2 " 6'-5
1 2
" 401 8'-0"
5"
5"
5"
5"
5"
5" 464
464 464464 464464 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 30 50 SH 30 50 SH
2'-7
1 2
" 2'-2" 16'-0" 30 50 SH 30 50 SH2'-7
1 2
" 2'-2" 16'-0" 30 50 SH 30 50 SH2'-7
1 2
30 "
50 SH 30 50 SH
2'-7
1 2
" 30 50 SH 30 50 SH2'-7
1 2
" 30 50 SH 30 50 SH2'-7
1 2
"
2'-9
1 2
" 2'-8" 6'-11" 1'-7" 3'-5
1 2
" 7'-10
1 2
" 12'-11" 2'-6" 1'-5" 20 40 SH 20 40 SH
20 40 SH 8'-10" 2" 1'-5" 2" 20 20 FX 20 20 FX 12'-11" 3'-3" 6'-0" 3'-8" 20 40 SH 20 40 SH 12'-11" 11'-6" 1'-5" 1'-5" 46436 40 SL 3'-9
1 2
" 3'-6" 7'-6" 2'-9
1 2
" 30 50 SH
30 50 SH 30 50 SH 30 50 SH 464 464 AIR INTAKE 6" SQ. FRESH GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 GAS "B" VENT. 312 80 50 XOX OPT. 16080 TEMP. GL. SLIDER 3'-9 1 2
" 3'-6" 7'-6" 2'-9
1 2
" 40 40 SL 50 68 TEMP. GL. SLIDER
30 40 SH 464 464 3'-9
1 2
" 3'-6" 7'-6" 2'-9
1 2
" 30 50 SH 50 68 TEMP. GL. SLIDER
30 50 SH 464 464 FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"X30" ATTIC ACCESS - DIMENSIONS ARE CLEAR - PER CENC 150.0(A)1, ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS AND THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 1F/D5) 446 +42" EXTERIOR GUARD (SEE DETAIL 11/D4) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. OPT. 16080 TEMP. GL. SLIDER 5" 6080 TEMP. GL. SLIDER 7" 9'-1" 8'-0" 422 OUTDOOR RM 9'-0" CLG. CONC. 421 004 5" 3'-0" 13'-9" A1.1.2 MM13052A512 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2854

CLOVIS, CA

WILSON HOMES

C 652
30 SC 80 COVD. ENTRY 9'-0" CLG. CONC.
5"16'-0" x 8'-0" SECT. GAR. DOOR ENTRY 18'-2" CLG. H.S. PARLOR/ DEN OPT./ BDRM. 5 OPT. 9'-0" CLG. CARPET 201 3050 SH 36 50 SH 2'-7
1 2
"
8'-0" 19'-7" 40'-0" 20'-5" 9
1 2
" 7'-6" 12'-11"
20'-9
1 2
" 16'-2"
6'-0" 2'-0" 2'-0" 5'-0" 6" 428 8'-6" 003 002 005 421 LOWER FLOOR PLAN TOTAL COVERED ENTRY FLOOR AREA TABLE GARAGE PLAN 2854B UPPER FLOOR PLAN CALIFORNIA ROOM 1360 SQ. FT. 492 SQ. FT. 187 SQ. FT. 50 SQ. FT. 2,854 SQ. FT. 1,494 SQ. FT. LOWER FLOOR PLAN TOTAL COVERED ENTRY FLOOR AREA TABLE GARAGE PLAN 2866C UPPER FLOOR PLAN CALIFORNIA ROOM 1360 SQ. FT. 2,866 SQ. FT. 492 SQ. FT. 187 SQ. FT. 45 SQ. FT. 1,506 SQ. FT. 30 SC 80 COVD. ENTRY 9'-0" CLG. CONC.
5"16'-0" x 8'-0" SECT. GAR. DOOR ENTRY 18'-2" CLG. H.S. PARLOR/ DEN OPT./ BDRM. 5 OPT. 9'-0" CLG. CARPET 201 40 50 SL 2'-7 1 2
"
8'-0" 19'-0" 40'-0" 21'-0" 2
1 2
" 5'-9" 12'-11"
20'-9
1 2
" 16'-2"
5'-0" 3'-0"
16'-0" 2'-4" 6'-5
1 2
" 6'-5
1 2
" 003 002 005 421 551 2'-7
1 2
" 551 2'-4
1 2
" FX 26 50
4040 SL +42" OPEN TO BELOW LOFT/ OPT. BDRM. 6 8'-0" CLG. CARPET BDRM. 3/ BDRM. 4 OPT. 8'-0" CLG. CARPET 445 40 50 SL TEMP. GL. SLIDER 20 20 FX 50 68 FX 26 50 20 20 FX 20 20 FX
13'-11
1 2
" 21'-7" 18'-5" 40'-0"
15'-1" 1'-8" 2'-5" 8'-4
1 2
" 8'-2
1 2
" 2'-7" 2'-9" 2'-9" 3'-3" 6'-0" 3'-8"
6" 2'-6" 1'-0" 5'-11
1 2
" 1'-0" 1'-3"
5'-0" 6'-3
1 2
" DECK ELASTOMERIC WATERPROOFING 471
4040 SL +42" OPEN TO BELOW LOFT/ OPT. BDRM. 6 8'-0" CLG. CARPET BDRM. 3/ BDRM. 4 OPT. 8'-0" CLG. CARPET 445 20 40 FX 20 40 SH20 40 SH 30 50 SH 30 50 SH 30 50 SH 30 50 SH
41'-0" 1'-5" 12'-7" 18'-5" 40'-0"
15'-1" 1'-11" 1'-11" 7'-1" 4'-6
1 2
" 4'-6
1 2
" 3'-6" 2'-9" 2'-9" 11'-6" 1'-5"
5'-9
1 2
"
10'-10
1 2
" 1'-6" 9'-0" NOTE: SHADED WALLS INDICATE AREAS THAT ARE DIFFERENT THAN THE BASE FLOOR PLAN NOTE: REFER TO CIVIL AND LANDSCAPE DRAWINGS BY OTHERS FOR ALL DRIVEWAYS AND SIDEWALK LOCATIONS. REFER TO BASE PLAN SHEET FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 471 ELASTOMERIC WATERPROOF DECKING SYSTEM - INSTALL PER MFR. INSTRUCTIONS. SLOPE FRAMING 1 4" PER FOOT MINIMUM FOR DRAINAGE. SHEET FLOW DRAINAGE IN DIRECTION INDICATED. 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1 8" PER FOOT MINIMUM IN DIRECTION INDICATED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 421 STUCCO CEILING: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT: HEIGHT PER PLAN A1.1.3 MH 13052A513 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 2854

CLOVIS, CA

WILSON HOMES

C 653
-2" -2" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F.
9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 6'-6" 5'-5" 7'-0"
7'-0" TYP. 701 TYP. 701 762 3D3 21D3 525 4" 1D3 19D3 525 1x3 25D3 521 22D3 27D1 26D4 @ SOFFIT 205 1x4 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 17D3 203 650B 25D2 26D3 602 1x4 4D2 3'-6" 312" 12D4 11D4 17D3 674 674 ±26'-412" (MAX. ALLOWED 35'-0") (VERIFY)
4'-10" 8'-6" T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 321 3D2 525 1X6 3'-0" SILL 701 9'-1" 8'-1"
9'-1" 8'-1"
8'-0" T.G. T.G. T.G. T.G. T.G. T.G. 7'-0" 4:12 4:12 3.5:12 4:12
4:12 4:12
4:12 RIDGE
RIDGE
VALLEY VALLEY 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 250 SQ. FT. OF SOLAR PANELS 802 810 839 ROOF AREA: ' ' SQ. FT.A 1,659 22D3 25D1 27D1 6'-6" 17D3 2'-0" 4'-8" 17D3 26D1 ROOF AREA: ' ' SQ. FT.B 296 ROOF AREA: ' ' SQ. FT.C 103 ROOF AREA: ' ' SQ. FT.D 42 826 812 813 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. 9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 511 1D3 3D2 25D3 23D4 29D4 30D4 205 201 308 8'-0" T.G. 10D4 1'-10" T.O.HEEL
8'-0" 7'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 3D2 25D3 8'-1" 9'-1"
8'-1" 9'-1" T.G. 3D2 10D4
7'-0" 8'-0" ELEVATION KEY NOTES ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 516 DECORATIVE FOAM ACCENT - SEE DETAIL */D* 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 674 DECORATIVE METAL WINDOW SHADE 701 G.I. FLASHING 762 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS A1.4 MH 13052A54 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2854

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL- 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C ELEVATION REFERENCE: A ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. CONCRETE 'S' TILE 1'-0" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 NONE TIGHT 1D1 SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. ROOF PLAN NOTES 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS CONTEMPORARY SPANISH 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. LOW PROFILE BY EAGLE ROOFING ICC# ESR 1900 654 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F.
9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
7'-0"
7'-0"
3'-6"
±26'-212" 3D3 21D3 25D3 650B 602 2x46D2 27D3 602 2x3
(MAX. ALLOWED 35'-0")
(VERIFY) TYP. 701 521 205 203 525 1x4 22D4 551 761 6D4 11D4 3'-9" 11D1 6" 525 1x3 525 1x3 525 1x3 1x6 3D2 525 1D3 19D3 525 1x3 2'-8" 20D4 602 4x4 701 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 321 3'-0" SILL 701 3D2 525 1X6
9'-1" 8'-1"
9'-1" 8'-1"
8'-0" T.G. T.G. T.G. T.G. T.G. T.G. 7'-0" 4:12 4:12
4:12
4:12 4:12 3.5:12 HIP HIP HIP HIP R 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 125 SQ. FT. OF SOLAR PANELS ROOF AREA: ' ' SQ. FT.B 296 810 ROOF AREA: ' ' SQ. FT.A 1,640 ROOF AREA: ' ' SQ. FT.C 165 826 812 801 24D1 1'-6" 1'-6" 29D1 24D1 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F.
9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C. 3D2 25D3 23D4 29D4 30D4 511 27D3 551 201 308 205 8'-0" T.G. 8'-0" 7'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3 8'-1" 9'-1"
8'-1" 9'-1" T.G. 3D2 602 2x4 602 2x3 20D4
7'-0" 8'-0" ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 813 STUCCO SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE DETAIL */D*) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 A1.5 MH 13052A55 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2854

CLOVIS, CA

WILSON HOMES

FRESNO, CALIFORNIA SFD
2013052.14 - FIRST BUILDING DEPARTMENT SUBMITTAL- 05-21-18 DO NOT SCALE PLANS 2018 WILLIAM HEZMALHALCH ARCHITECTS, INC. dba WHA WHA EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT AND OTHER PROPERTY RIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY FORM OR MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO A THIRD PARTY WITHOUT FIRST OBTAINING THE WRITTEN PERMISSION AND CONSENT OF WHA IN THE EVENT OF UNAUTHORIZED REUSE OF THESE PLANS BY A THIRD PARTY, THE THIRD PARTY SHALL HOLD WHA HARMLESS. C ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. 1'-6" U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" 2X6 2X6 1'-0" 3D1 ROOF PLAN NOTES MODERN SPARK ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 1. SEE GENERAL NOTES FOR ROOF NOTES. 2. 4. 1. IN CLIMATE ZONES 14 AND 16, A CLASS I OR II VAPOR RETARDER IS INSTALLED ON THE WARM-IN-WINTER SIDE OF THE CEILING. PROVIDE ATTIC & SOFFIT VENTILATION PER CRC SECTION R806. PER CRC SECTION R806.2, THE MINIMUM NET FREE 2. AT LEAST 40 PERCENT AND NOT MORE THAN 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS 3. ATTIC ACCESS PER CRC SECTION R807. LOCATED IN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NO MORE THAN NOTE: MANDATORY REQUIREMENTS FOR SOLAR READY BUILDINGS PER CEnC SECTION 110.10. 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE, MEASURED VERTICALLY, WITH THE BALANCE OF THE VENTILATING AREA SHALL BE 1/150 OF THE AREA OF THE VENTED SPACE. EXCEPTION: THE MINIMUM NET FREE VENTILATION AREA SHALL BE 1/300 OF THE VENTED SPACE PROVIDED ONE OR MORE OF THE FOLLOWING CONDITIONS ARE MET: REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION MORE THAN 3 FEET (914 MM) BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. CONCRETE 'FLAT' TILE BY EAGLE ROOFING ICC# ESR 1900 655 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F.
9'-1" 8'-1"
9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.
7'-0"
7'-0" 1D3 19D3 525 1x3 3D3 21D3 25D3525 1x3 525 1x3 5D3 602 2x4 13D4 592 6D2 650B PROVIDE INSULFOAM EPS R-TECH AT 525 ALL GABLE ENDS 1x3 4'-6" 521 205 203 525 1x4 602 2x4 1D4 1x6 3D2 602 1x3 650B TYP. 701 761 26D4 @ SOFFIT 525 5D2 8'-6"
3'-0" 602 2x4 1D4 25D3
±26'-212" (MAX. ALLOWED 35'-0")
(VERIFY) T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 3D2 525 1X6 321 3'-0" SILL 701
9'-1" 8'-1"
9'-1" 8'-1"
8'-0" T.G. T.G. T.G. T.G. T.G. T.G. 7'-0" 3.5:12 4:12 4:12 4:12
4:124:12 4:12 HIP HIP HIP HIP R
RIDGE
VALLEY VALLEYHIP HIP VALLEY 837 PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION 125 SQ. FT. OF SOLAR PANELS 125 SQ. FT. OF SOLAR PANELS839 4:12
4:12 ROOF AREA: ' ' SQ. FT.B 296 ROOF AREA: ' ' SQ. FT.A 1,640 812 4:12
4:12 810 826 801 813 24D1 29D1 29D1 24D1 5D3 ROOF AREA: ' ' SQ. FT.C 147 T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. 3 201 D2 25D3 23D4 29D4 30D4 511 205 1D3 308 8'-0" T.G. 8'-0" 7'-0" T.O.P. F.F./T.O.C. T.O.P. T.O.P. F.F. F.F. T.O.P. F.F./T.O.C. T.G. T.G. 25D3 7D4 602 2x4 13D4 602 2x4 602 2x4 8'-1" 9'-1"
8'-1" 9'-1" T.G. 3D2 7'-0" 8'-0" ROOF PLAN KEY NOTES Name NOTE 801 CLASS 'A' ROOFING - CONCRETE - 'FLAT' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW 812 STUCCO CEILING 814 WOOD SOFFIT 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR FUTURE SOLAR INSTALLATION. 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 6" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 308 TANKLESS WATER HEATER TERMINATION CAP - INSTALL PER MFR. INSTRUCTIONS (CO-AXIAL VENT INTAKE & EXHAUST DIRECTLY FROM OUTSIDE) 321 AIR CONDITIONING CONDENSER LOCATION 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 521 STUCCO - INSTALL PER MANUFACTURER'S LISTING BY: OMEGA DIAMOND WALL ONE COAT SYSTEM ICC-ES ESR-1194 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 592 OVERHEAD SHUTTER - SIZE AND STYLE PER ELEVATION 602 WOOD TRIM(S) - SIZE PER ELEVATION 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHING 761 ROOFING - CONCRETE - FLAT TILE - BY EAGLE ROOFING ICC# ESR 1900 ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE A FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. 2016 CBC 1405.13.2 A1.6 MH 13052A56 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH---2013052.14 05-21-18 PLAN 2854

CLOVIS, CA

WILSON HOMES

C HS C HS
C HS
30 SC 80 2668 SC 16'-0" x 8'-0" SECT. GAR. DOOR COVERED ENTRY 9'-0" CLG. CONC. ENTRY 9'-0" CLG. H.S. BDRM. 4 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. DINING RM. 9'-0" CLG. H.S. GREAT RM. 9'-0" CLG. CARPET CALIFORNIA ROOM STUCCO CLG. CONC. M. BATH 9'-0" CLG. H.S. SERVICE RM. 9'-0" CLG. H.S.

TEMP. GL. 3016 SL 2640 SH 3050 SH 2640 SH 3050 SH 6050 SL 6050 SL 6050 SL 3050 SH 3050 SH 14'-7" 14'-6" 10'-11"
70'-0"
70'-0" 7'-0" 0" 55'-0" 8'-0" 40'-0" 20'-4
1 2
" 40'-0" 19'-7
1 2
" 13'-10
1 2
" 6'-6" 16'-0" 2'-5
1 2
"
10'-9" 5'-3
1 2
" 9'-9" 6'-9" 7'-9
1 2
" 9'-6" 4'-11" 15'-3"
21'-8" 5'-1" 28'-3" FX TEMP. GL. 1050 PANTRY 9'-0" CLG. H.S. 2'-7" 6" 4'-0" 2'-0" 1'-2"6'-0" 2'-9
1 2
" 2'-6" 4'-9" 2'-0" 2'-10" 6'-8" 2'-6" 2'-5" 10'-0" 2'-6" 2'-9" 7'-3 1 2
" 7'-3
1 2
" 5" 13'-8" 5'-5
1 2
" 5'-5
1 2
"
17'-5" 4'-3" 2'-6" 10'-6" 15'-3" 10" 3'-9" 1'-10" 5'-6
1 2 2'-7 " 1
2 " 4'-0" 4'-0" 10'-3
1 2
" 8" 5'-4" 4" 1'-11
1 2 3'-3 " 1
2 " 7'-6" 4'-0
1 2
" 6'-7" 4" 5'-4" 8'-7
1 2 4'-5 " 1
2 " 4" 20'-11"
3 1
2 " 9'-3" 4" 3'-8" 4" 4" 4'-7" 3'-8
1 2
" 5'-2
1 2
"
3'-6"
2'-0"
3'-9
1 2
" 4'-5
1 2
" OPEN TO ABOVE HALL 9'-0" CLG. H.S.
10" 4'-0" 1'-11" 3'-10" 6'-7
1 2
" 3
1 2
" 5'-11
1 4
" 5'-7" 5'-11
1 4
" 3
1 2
" 4
1 2
" 3'-0" 1'-1" 7'-8" 7" 4'-2" 3'-0" 1'-10" 3'-9"
6'-0" 3'-6" 2'-1" 5'-8
1 2
"
2'-9
1 2
" 18'-6" 1'-6" 3'-8" 4'-0" 7" 2'-3
1 2
" 1'-10" 2'-6" 10
1 2
" BATH 3 9'-0" CLG. H.S. 5" 5" 1'-6" 2'-3
1 2
" 3'-6"
8'-2" 4'-5" GAS FIREPLACE BY "HEATILATOR" MODEL ND4842 ANSI Z21.88-2002 30"DIA. CIRCLE PROVIDED AT SHOWER SL.

SL. CLG. BRK. 1'-3
1 2
" 5" PONY WALL UP 17R
TEMP. GL. SLIDER 6080
TEMP. GL. SLIDER 6080 OPT.

TEMP. GL. 4050 SL OPT. 12080 TEMP. GL. FR. SLIDER HOT MOPPED 3'-9 1 2
" 42"x42" GARAGE 9'-0" CLG. CONC. 2868 6050 SL 6'-6"
3050 SH 309 305 101 101 006 359 451 102 462 201 401 8'-0" 401 8'-0" 401 8'-0" 312 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 30"DIA. CIRCLE PROVIDED ATSHOWER 386 382 36"x60" 428 8'-0" 1'-3
1 2
" 428 8'-0" 004 421 VARIES 4" MIN. 7" MAX. 393 393
462
462
462
462 455 444 +38" 462 386 382 MIN. 22" WIDTH TEMP. GL. DOOR 375 #546042BC GELCOAT TUB8'-0" 401 373 372 355 459 460 464 351 104 005 002 457 OPT. 460 459 321 8'-0" 422 421 004 364 465 465 2:12 SLOPE 2:12 SLOPE 2'-0" 30 50 SH 30 50 SH
AA1.3
BA1.3BA1.3
AA1.3 M. BDRM VOL. CLG. CARPET LOWER FLOOR PLAN 1801 SQ. FT. TOTAL COVERED ENTRY SQ. FT. FLOOR AREA TABLE GARAGE PLAN 3020A 3,020 UPPER FLOOR PLAN CALIFORNIA ROOM 1219 SQ. FT. 479 SQ. FT. 120 SQ. FT. 47 SQ. FT. 6'-3" 8'-6 1 2
" 5" 12080 TEMP. GL. FR. SLIDER CALIFORNIA RM. STUCCO CLG. CONC. SL. FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 341 14"X8" COMBUSTION AIR VENTS TOP AND BOTTOM - TYP. 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB: SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 16/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVOCE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. A1.0 MM13052A61 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 3020

CLOVIS, CA

WILSON HOMES

C 657
LOWER FLOOR PLAN 1801 SQ. FT. TOTAL COVERED ENTRY SQ. FT. FLOOR AREA TABLE GARAGE PLAN 3020A 3,020 UPPER FLOOR PLAN CALIFORNIA ROOM 1219 SQ. FT. 479 SQ. FT. 120 SQ. FT. 47 SQ. FT.

FX 20 30 FX TEMP. GL. 20 46
8'-11" 12'-5
1 2
" 16'-9" M/ BATH #2 8'-0" CLG. H.S. 8'-4
1 2 8'-4 " 1
2 " 1'-11
1 2
" 10'-6"
1'-6" 2'-6" 6'-1" 4'-1"
4'-0" 6'-4" 2'-3
1 2
" ATTIC FAU +42" GUARDRAIL DN 17R
30 68 M/ BDRM #2 SLOPING CLG. CARPET
TEMP. GL. 20 46 SHTEMP. GL. 20 46 SH HOT MOPPED
10'-1" 10'-1"
24 68
24 68 HS C
C HS W.I.C. 8'-0" CLG. CARPET 8'-8"
2'-3
1 2
" 3'-6" 14'-8
1 2
" 1'-9
1 2
" 1'-5" 4'-2" 9'-1" 80 40 XOX
5'-3
1 2
" 4'-10" 36" HIGH 3'-9
1 2
"
24 68 PR. 1'-7
1 2
" 1'-7
1 2
" 1'-7
1 2
"
1'-7
1 " 401 7'-0" 455 OPT. 401 7'-0" 401 7'-0" 462 462
462
462 363 30"DIA. CIRCLE PROVIDED AT SHOWER HOT MOPPED 42"x42" 386 382 MIN. 22" WIDTH TEMP. GL. DOOR 375 #546042BC GELCOAT TUB 2:12 SLOPE
2:12 SLOPE 401 7'-0" 465
2668
C HS2468
2668
2468 2468 2040 FX 2040 FX
FX 2040 FX 2040 2640 FX
5040 SL 20 TEMP. GL. 30 SH
40'-2"
11'-2
1 2
" 8'-11" 12'-5
1 2
" 40'-0"16'-9" 10'-9
1 2
"
40'-2" 8'-11" 13'-10
1 2
" 5'-8" OPEN TO BELOW W.I.C. 8'-0" CLG. CARPET BDRM 2 8'-0" CLG. CARPET BDRM 3 8'-0" CLG. CARPET 5068 BI-PASS6'-3 1 2
" 5'-5" 31'-3" BATH 2 8'-0" CLG. H.S.
4'-9" 1'-6
1 2
" 2'-7" 8'-3
1 2
" 3'-0" 1'-9" 9'-0
1 2 1'-7 " 1
2 1'-7 " 1
2 " 1'-6" 10'-11
1 2
"
1'-10" 7'-9
1 2
" 1'-5" 7'-5
1 2
" 3'-4" 2'-0" 8'-3
1 2
" 4'-6
1 2
" 6" 5'-7"
7'-2
1 2
" 4'-6" 2'-2"
3" 3'-0" 2'-2" 4'-4" 6'-5" 6"
1'-10" 4" 3'-8
1 2
" 3'-8
1 2
" 2" 1'-0"
2'-6" 2'-0" DN 17R
5040 SL
2668
6'-2" 13'-10
1 2
" 10'-10
1 2
" 3'-0" BDRM. 5 9'-0" CLG. CARPET 2640 FX BONUS RM OPT. M.BDRM. #2 RM SLOPING CLG. CARPET 2468
3"
2468PR. 1'-11
1 2
"
2:12 SLOPE 8040 XOX 2'-3
1 2
" 12'-2" 2'-3
1 2
" 3'-2" 9'-3
1 2
"
1'-8
1 2
" W.I.C./ 7'-10" OPT. BA 4 9'-0" CLG. CARPET 6'-9" 6'-9" 1'-7
1 2
"
1'-7
1 2
"
2"2020 FX 393 401 7'-0"
2:12 SLOPE 401 7'-0" 380 381 462
462 462 462
462
462 441 +42" 444 +38" 445 +42" 322 416 455 441 GYP BD. SHELF +30" ABV. 2nd. F.F. 465 31'-3" 1'-6" 30 50 SH 30 50 SH 40'-0" 5'-7" 6'-10
1 2
" 3'-6" 1'-3
1 2
" 19'-1" 15'-4" 2" 1'-5" 2'-6" 12'-0" 3'-0" 1'-10" 1'-10" AA1.3
BA1.3BA1.3
AA1.3 7'-6" 422
FX 2040 DN 17R
5040 SL 2640 FX 444 +38" +42" 24 68
TEMP. GL. 30 10 SL26 68 BATH 4 HS C 9'-0" CLG. H.S. 6068 BI-PASS 5'-7" 2'-9
1 2
" 2'-9
1 2
" 14'-7
1 2
" 2'-3
1 2
" 6'-0" 6'-4" 4'-6" 3" 3'-0" 3" 4'-5
1 2
" BDRM. 5 9'-0" CLG. CARPET12'-5
1 2
" 401 7'-0" 462 30"DIA. CIRCLE PROVIDED ATSHOWER 386 382 36"x60" 393 455 465 M/ BDRM #2 SLOPING CLG. CARPET 24 68 PR. ATTIC FAU 1'-9
1 2
" 1'-6" 7'-7" 401 7'-0" OPT. 455 401 7'-0" FLOOR PLAN KEY NOTES Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" PER FOOT MINIMUM IN DIRECTION INDICATED 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 101 GARAGE AND/OR CARPORT SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE PER CRC SECTION R302.6. 102 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD PER CRC SECTION R302.7. 104 GARAGE AND/OR CARPORT WITH HABITABLE ROOMS ABOVE SHALL BE SEPARATED FROM THE RESIDENCE BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQ. STRUCTURE(S) SUPPORTING THE FLR./CLG. ASSEMBLY USED FOR SEPARATION SHALL BE A MIN. 1/2" GYP. BD., OR EQ. PER CRC SEC. R302.6. 110 PROVIDE SOLID WOOD DOOR, OR SOLID OR HONEYCOMB CORE STEEL DOORS, NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE RATED DOOR. DOORS SHALL BE SELF CLOSING AND SELF LATCHING PER CRC SECTION R302.5.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 305 TANKLESS WATER HEATER - MODEL RINNAI (R75LS) - INSTALL PER MANUFACTURER'S INSTRUCTIONS 309 TEMPERATURE AND PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (GAS APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. (2016 CAL GREEN BLDG STANDARDS 4.503 321 AIR CONDITIONING CONDENSER LOCATION 322 FORCED AIR UNIT (FAU) ATTIC INSALLATION 341 14"X8" COMBUSTION AIR VENTS TOP AND BOTTOM - TYP. 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 357 UTILITY SINK 359 DISHWASHER - ENERGY STAR 364 30" COOKTOP & EXHAUST HOOD WITH FAN AND LIGHT. EXHAUST VENT TO OUTSIDE 372 WASHER SPACE WITH RECESSED WATER BOX AND DBL. WIDE SMITTY PAN 373 DRYER SPACE 375 DROP-IN TUB: SIZE PER PLAN 380 TUB/ SHOWER - 32"X60" MODEL 2603DT - GELCOAT SURFACE - BY AQUATIC 381 CURTAIN ROD 382 SHATTERPROOF SHOWER DOOR/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - SIZE PER PLAN 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24" X 30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 410 LINE OF FLOOR ABOVE 411 LINE OF FLOOR BELOW 416 30"x30" ATTIC ACCESS - DIMENSIONS ARE CLEAR 421 STUCCO CEILING: HEIGHT PER PLAN 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED SOFFIT: HEIGHT PER PLAN 441 GYP. BD. SHELF/LOW WALL - WIDTH AND HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (SEE DETAIL 1H/D5) 445 +42" GUARD (SEE DETAIL 16/D5) 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVOCE TO ISLAND 453 PANTRY WITH WIRE SHELVING 455 LINEN 459 BASE CABINET 460 UPPER CABINET 462 WIRE SHELF AND POLE 464 WIRE SHELF (OR SHELVES) 465 VANITY GLAZING PER CRC R303.1 & R308 FACTORY-BUILT FIREPLACES AND CHIMNEYS PER CRC R1004, R1005, R1006 ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R310. MEANS OF EGRESS PER CRC R311. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 8. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305 & 308. 6. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 507.0. 3. 4. 1. 2. 7. 5. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. AND VENTILATION PER R806. FLOOR PLAN NOTES CGBSC SECTION 4.503 & CEnC SECTION 150.0(e). 9. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. A1.1 MM13052A611 DATE REVISIONS NO. DESCRIPTION PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL : ISSUED FOR CONSTRUCTION : JOB NUMBER : CAD FILE NAME : DATE: SHEET: MMBH ---2013052.14 05-21-18
PLAN 3020

Clovis City CouncilMay 20, 2024

Clovis City Council
May 20, 2024