Agenda packet — Clovis City Council, May 6, 2024 (part 2 of 3)

Caltrans
(Christopher Xiong, Caltrans Representative – 908-7064) 119.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)
120.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
(Carol Flores, SJVAPCD Representative – 230-5935)
121.The applicant shall refer to the attached SJVAPCD correspondence. If the list is not attached, please contact the SJVAPCD for the list of requirements. 318
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Administration Department Conditions
(John Holt, Department Representative – 324-2060)
122.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. 319
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ATTACHMENT 6
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS APPROVING A PLANNED DEVELOPMENT PERMIT FOR VESTING TENTATIVE TRACT MAP 6205 LOCATED AT THE NORTHEAST CORNER OF SHEPHERD AND N. SUNNYSIDE

AVENUES
WHEREAS, Great Bigland, LP., 7550 N. Palm Avenue, Suite 102, Fresno, CA 93711, has applied for a Planned Development Permit (PDP 2021-004) to deviate from the R-1 Zone District development standards associated with Vesting Tentative Tract Map 6205 for a 605-lot single-family subdivision (“Project”) on approximately 77 acres of property located at the northeast corner of Shepherd and N. Sunnyside Avenues (“Property”); and WHEREAS, the proposed PDP 2021-004 is in keeping with the intent and purpose of the Zoning Ordinance; and
WHEREAS, the Planning Commission considered PDP 2021-004 on November 16, 2023, recommending denial of said PDP; and
WHEREAS, a duly noticed hearing was held on March 18, 2024, at which time the City Council considered PDP 2021-004; and
WHEREAS, on March 18, 2024, the City Council continued PDP 2021-004 to the May 6, 2024, public hearing; and
WHEREAS, the City Council held a public hearing on May 6, 2024, at which time the City Council considered PDP 2021-004; and
WHEREAS, the City published notice of the public hearing in the Fresno Business Journal on March 6, 2024, mailed public notices to property owners within 800 feet of the Property, including the Dry Creek Preserve Area, ten (10) days prior to said City Council 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 6, 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
WHEREAS, on March 18, 2024, the City Council certified the Revised Final Project Environmental Impact Report for the Shepherd North Project, inclusive of PDP2021-004; 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 presented 320
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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 2021-004 (“PDP 2021-004”), 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);
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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 could not make the findings necessary for approval of PDP 2021-004 without the conditions of approval set forth in Attachment A to this Resolution.

4. The basis for the findings is detailed in the May 6, 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 6, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 6, 2024
______________________________ ______________________________ Mayor City Clerk
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Attachment A
Conditions of Approval – PDP 2021-004
Planning Division Comments
(George González, Senior Planner - (559) 324-2383)

1. As part of the required public amenity for the Project, the developer shall contribute a dollar amount totaling $150,000 to the City for utilization in future open space and/or park improvements.

2. As a private amenity for the Project, the developer shall contribute the construction of a recreational area within two 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.

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. 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.

5. 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.

6. Maximum lot coverage for the Citrea lots/ homes of TM6205 is 60% unless specifically approved through a residential site plan review or variance.

7. Maximum lot coverage for the Elev8ions lots/ homes of TM6205 is 65% unless specifically approved through a residential site plan review or variance.

8. Maximum lot coverage for the Regent lots/ homes of TM6205 is 60% unless specifically approved through a residential site plan review or variance.

9. Maximum building (main structure) height shall not exceed thirty-five (35) feet. 323
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10.Planned Development Permit PDP 2021-004 standards for Citrea lots/ homes within TM6205 shall be as follows:

Setbacks Front (Garage) Front (house) Garage Side Corner Street Sides Rear Plan 1334 (one-story) 18’ 10’ 5’ 5’ 5’
Plan 1482 (one-story) 18’ 10’ 5’ 5’ 5’
Plan 1612 (one-story) 18’ 10’ 5’ 5’ 5’
Plan 1782 (one-story) 18’ 10’ 5’ 5’ 5’
Plan 2741 (two-story) 18’ 10’ 5’ 5’ 5’
Lot Coverage: 60% Max
Maximum Height: 2-stories not to exceed 35 feet
Minimum Lot Size: 3,700 square feet
Minimum Parcel Width: 50 feet
Minimum Curved Parcel Width: 25 feet
Minimum Corner Parcel Width: 53 feet
Minimum Parcel Depth: 74 feet
Reversed Corner Street Side Setback: 5 feet
Corner Street Side Fence Setback: 3 feet
Interior Side Yard Setback (opposite from garage): 3 feet Setback to Projections and/or Porch/ Patio: 9 feet
Garages: 20’x20’ interior dimension (2-car)

11.Planned Development Permit PDP2021-004 standards for Elev8ions lots/ homes within TM6205 shall be as follows:

Setbacks Front (Garage) Front (house) Garage Side Corner Street Sides Rear Plan 1212 (two-story) 5’ 5’ 5’ 3’ 4’
Plan 1390 (two-story) 5’ 5’ 5’ 3’ 4’
Plan 1648 (two-story) 5’ 5’ 5’ 3’ 4’
Plan 1660 (two-story) 5’ 5’ 5’ 3’ 4’
Lot Coverage: 65% Max
Maximum Height: 2-stories not to exceed 35 feet
Minimum Lot Size: 1,980 square feet
Minimum Parcel Width: 36 feet
Minimum Curved Parcel Width: 36 feet
Minimum Corner Parcel Width: 50 feet
Minimum Parcel Depth: 50 feet
Reversed Corner Street Side Setback: 3 feet
Corner Street Side Fence Setback: 3 feet
Interior Side Yard Setback (opposite from garage): 3 feet Setback to Projections and/or Porch/ Patio: 4 feet
Garages: 20’x20’ interior dimension (2-car)
10’x20’ interior dimension (1-car)
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12.Planned Development Permit PDP 2021-004 standards for Regent lots/ homes within TM6205 shall be as follows:

Setbacks Front (Garage) Front (house) Garage Side Corner Street Sides Rear Plan 1887 (one-story) 18’ 10’ 5’ 8’ 8’
Plan 2007 (one-story) 18’ 10’ 5’ 8’ 8’
Plan 2162 (one-story) 18’ 10’ 5’ 8’ 8’
Plan 2432 (two-story) 18’ 10’ 5’ 8’ 8’
Plan 3056 (two-story) 18’ 10’ 5’ 8’ 8’
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
Reversed Corner Street Side Setback: 8 feet
Corner Street Side Fence Setback: 3 feet
Interior Side Yard Setback (opposite from garage): 3 feet Setback to Projections and/or Porch/ Patio: 9 feet
Garages: 20’x20’ interior dimension (2-car)
20’x20’ minimum with 9’x15.5’ minimum
tandem (3-car)

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

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

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

16.The developer shall construct a minimum six-foot high solid split face masonry wall along the Shepherd and N. Sunnyside Avenue frontages. The masonry wall along Shepherd Avenue shall incorporate tubular steel fencing with pedestrian gates. The masonry walls shall incorporate angled corners at entries, and columns at the corners and ends.

17.The developer shall construct a minimum six-foot high solid masonry wall along property lines adjacent to the Fordham Avenue frontage.

18.The developer shall construct a minimum six-foot high solid masonry wall along the northern property line of Heirloom Avenue and the western property line of Private Street “F” frontage.
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19.A minimum 6-foot high wood fence shall be placed along the northern (near Perrin Road alignment) and eastern property lines. If one is existing, it shall be of a condition to the satisfactory of the Planning Division and in compliance with fence standards.

20.The developer shall provide trail furniture, including benches and trash receptacles, along Shepherd Avenue, Fordham Avenue, Heirloom Avenue, and Private Street “F.”

21.The developer shall install pedestrian bollard lighting along the community trail on Shepherd Avenue, consistent with TM6200 to the west. Bollard light spacing will be every 100 linear feet.

22.The applicant shall provide an all-weather surface for the placement and storage of trash receptacles.

23.This Project requires the submittal and approval of a residential site plan review entitlement for lot-specific development standards. Specific color and materials of the models, walls, amenities, landscaping, and fencing will be evaluated through the civil plans. 326
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ATTACHMENT 7
RESOLUTION 24-__

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CLOVIS APPROVING THE FOURTH AMENDMENT TO THE 2017 AMENDED AND RESTATED MEMORANDUM OF

UNDERSTANDING BETWEEN THE COUNTY OF FRESNO AND CITY OF CLOVIS

REGARDING A SPHERE OF INFLUENCE EXPANSION AND STANDARDS OF

ANNEXATION
WHEREAS, In November 2021, the Clovis City Council approved a request by Wilson Premier Homes to revise the previously approved SOI boundary from approximately 1,050 acres to 155 acres of land. The City Council authorized staff to proceed with the amendment to the City’s SOI expansion to add approximately 155 acres and to prepare and submit a LAFCo application for the SOI expansion. Additionally, the City Council authorized staff to execute a consultant agreement for the preparation of an Environmental Impact Report (EIR) associated with the Shepherd North Project (TM6205); and
WHEREAS, A Fourth Amendment to the 2017 Amended and Restated Memorandum of Understanding between the County of Fresno and City of Clovis is necessary to facilitate the approved sphere of influence expansion and the annexation of the Shepherd-Sunnyside Northeast Reorganization to the City of Clovis, as set forth in Attachment A; and WHEREAS, the City Council has reviewed and considered the staff report and all written materials submitted in connection with the application and hearing and considered the testimony presented during the public hearing (“Administrative Record”); and WHEREAS, this Council finds and determines that approval of said Fourth Amendment to the Memorandum of Understanding between the County of Fresno and City of Clovis should be conditioned on all conditions recommended by the City and County staff, as set forth in Attachment B.

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

1. A Fourth Amendment to the 2017 Amended and Restated Memorandum of Understanding between the County of Fresno and City of Clovis is necessary to facilitate the sphere of influence expansion and the annexation of the ShepherdSunnyside Northeast Reorganization to the City of Clovis, as set forth in Attachment A; and

2. The basis for the findings is detailed in the May 6, 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; and

3. As part of the Shepherd-Sunnyside Northeast Reorganization boundaries, the annexation area will include the full public rights-of-way of Shepherd Avenue, along the project’s frontage; and
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4. The Fourth Amendment to the 2017 Amended and Restated Memorandum of Understanding between the County of Fresno and City of Clovis is hereby approved.
* * * * *
The foregoing resolution was introduced and adopted at a regular meeting of the City Council of the City of Clovis held on May 6, 2024, by the following vote, to wit.

AYES:

NOES:

ABSENT:

ABSTAIN:

DATED: May 6, 2024
______________________________ ______________________________ Mayor City Clerk
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ATTACHMENT A
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LOZANO SMITH
7404 N. Spalding Avenue Fresno, CA 93720-3370
Tel 559-431-5600 Fax 559-261-9366

FOURTH AMENDMENT TO
2017 AMENDED AND RESTATED

MEMORANDUM OF UNDERSTANDING

COUNTY OF FRESNO AND THE CITY OF CLOVIS
This Fourth Amendment to 2017 Memorandum of Understanding (“Fourth Amendment”) is executed on ____________________, 2024 (“Effective Date”), by and between the County of Fresno, a political subdivision of the State of California (“County”), and the City of Clovis, a municipal corporation of the State of California (“City”), with respect to the following Recitals, which are a substantive part of this Fourth Amendment. County and City are a “Party” to this Fourth Amendment and are sometimes collectively referred to as “the Parties.”

RECITALS
A. The Parties previously entered into a comprehensive agreement covering development, annexations, sales taxes, property taxes, and other matters, which is entitled “2017 Amended and Restated Memorandum of Understanding,” dated June 6, 2017 (“2017 MOU”).

B. On June 6, 2017, the Parties executed a First Amendment to the 2017 MOU (County Agreement No. 17-236). On July 10, 2018, the Parties executed a Second Amendment to the 2017 MOU (County Agreement No. 18-380). On March 9, 2021, the Parties executed a Third Amendment to the 2017 MOU (County Agreement No. 21-072). Collectively, the 2017 MOU, First Amendment, Second Amendment, and Third Amendment are referred to as the “MOU.” C. It has become apparent to the Parties that an amendment to the MOU is necessary and desirable to accommodate changes in the patterns of new urban growth and development that City is experiencing as it regulates and facilitates the build-out of its Sphere of Influence (“SOI”).

D. The City has notified the County of its desire to file a SOI proposal identified as the Shepherd North Sphere of Influence Expansion Area to the Fresno Local Agency Formation Commission (“LAFCo”) for a 155-acre expansion of the City’s SOI from Shepherd Avenue to Perrin Road and Sunnyside Avenue to Fowler Avenue as shown in the map attached hereto as Exhibit A.

E. The City’s SOI proposal will be accompanied by an annexation proposal identified as the “Shepherd-Sunnyside Northeast Reorganization Project” to LAFCo for annexing 77 acres of land for Attachment B
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LOZANO SMITH
7404 N. Spalding Avenue Fresno, CA 93720-3370
Tel 559-431-5600 Fax 559-261-9366
development of a residential subdivision, as shown in the map attached hereto as Exhibit A.

F. For the Shepherd-Sunnyside Northeast Reorganization Project to be developed, it must be annexed into the City, which would extend a peninsula of the City north of Shepherd Avenue, between Sunnyside Avenue and Fowler Avenue, which peninsula would be consistent with the associated SOI request, but would not be consistent with the Standards for annexation set forth in the MOU.

G. The Shepherd-Sunnyside Northeast Reorganization Project represents a logical development pattern in that it is under one ownership who desires annexation to the City and has presented a tentative subdivision map for residential development to the City.

H. The parties recognize that this Fourth Amendment to the MOU is necessary to accommodate the Shepherd North Sphere of Influence Expansion and the Shepherd-Sunnyside Northeast Reorganization Project annexation and memorialize the City’s agreement to certain conditions associated with said annexation.

NOW, THEREFORE, County and City hereby agree to amend the MOU as follows:

AGREEMENT

1. Amendment of City’s SOI. County consents to an amendment of City’s SOI to include the Shepherd North Sphere of Influence Expansion Area as depicted in Exhibit A attached hereto, and City may process the amendment through LAFCo.

2. City’s Annexation.
a. Section 2.9 is added to Article II of the MOU, as follows:
“2.9. At such time as City applies to LAFCo for the annexation of the ShepherdSunnyside Northeast Reorganization Project, the boundaries of which are described in Exhibit 8 [Exhibit A attached to the Fourth Amendment to this MOU] attached and incorporated herein by reference, County agrees to express support for the annexation by letter or by staff appearance before LAFCo.”
b. Section 2.10 is added to Article II of the MOU, as follows:
“2.10. The County and the City agree that the Shepherd-Sunnyside Northeast Reorganization Project would be best served by being annexed to the City, and the County and the City each agree to support annexation of the area and will express such 336
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LOZANO SMITH
7404 N. Spalding Avenue Fresno, CA 93720-3370
Tel 559-431-5600 Fax 559-261-9366
support to LAFCo at appropriate times as set forth herein. The City shall request LAFCo to schedule a hearing on the annexation application within six (6) months after the Effective Date of the Fourth Amendment to this MOU.

In accordance with the Cortese-Knox-Hertzberg Local Government Reorganization Act of 2000, if LAFCo approves the annexation of the Shepherd-Sunnyside Northeast Reorganization Project and there is an insufficient protest, the area will be annexed to the City. If there is a protest sufficient to require an election, the City will continue with the LAFCo process through the election procedure.

If LAFCo fails to approve the annexation of the Shepherd-Sunnyside Northeast Reorganization Project, or if the annexation is defeated at an election, the City will make good faith efforts to actively pursue incremental annexation of the area as the consent of various property owners can be obtained and logical annexation areas can be defined.

Upon the completion of the Shepherd-Sunnyside Northeast Reorganization Project annexation, the City shall be responsible for any existing code enforcement issues for the annexed property. The City shall pay required annexation fees and costs in addition to providing other preparation work. The City shall be responsible for the Fire District Transition Fee in accordance with its Transition Agreement with the Fresno County Fire Protection District.”
c. Section 2.11 is added to Article II of the MOU, as follows:
“2.11. Upon the completion of the Shepherd-Sunnyside Northeast Reorganization Project annexation, the City agrees to do the following:
i. When development activity requires the construction of municipal utilities in County road rights-of-way adjacent to the annexed area, the City shall require reconstruction of affected sections of such roads to City standard crosssection specifications. ii. As a part of its development entitlement process, City shall require developer(s) to obtain a County encroachment permit prior to constructing 337
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LOZANO SMITH
7404 N. Spalding Avenue Fresno, CA 93720-3370
Tel 559-431-5600 Fax 559-261-9366
municipal utilities in County road rights-of-way adjacent to the annexed area.

City agrees to the timely maintenance and repair of the County’s roadway adjacent to the annexed area at City’s expense for any repairs created by or related to the Shepherd-Sunnyside Northeast Reorganization Project annexation.
iii. All existing storm drainage patterns and all storm drainage generated as a result of development activity in the annexed area shall be accommodated by existing or project-installed Master Planned Storm Drainage infrastructure and shall not contribute to surface flows or ponding within the unincorporated areas. All new storm drainage shall conform to the Fresno Metropolitan Flood Control District’s master plan for the area.
iv. Upon written request from the Fresno County Director of Public Works and Planning to the Clovis City Manager, the City shall commence and be responsible for specific traffic enforcement activities for Sunnyside Avenue between Shepherd and Nees Avenues within the confines of the Dry Creek Preserve area beginning no later than thirty (30) days after receipt of the request.”

3. MOU Exhibits Relating to SOI Expansion and Annexation. The map included as Exhibit A attached hereto and incorporated herein by this reference shall be Exhibit 8 to the MOU as of the Effective Date of this Fourth Amendment.

4. Amendment to MOU. Upon the Effective Date, the MOU and this Fourth Amendment shall together constitute the MOU.

5. Other terms of MOU Unaffected. Unless expressly modified by the terms of this Fourth Amendment, all other terms of the MOU shall remain in full force and effect. ///
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LOZANO SMITH
7404 N. Spalding Avenue Fresno, CA 93720-3370
Tel 559-431-5600 Fax 559-261-9366
IN WITNESS WHEREOF, the Parties hereto have executed this Fourth Amendment in the County of Fresno, State of California, to be effective on the Effective Date set forth above.

COUNTY OF FRESNO, a Political Subdivision
of the State of California
(“County”)
By: _____________________________
Nathan Magsig, Chairman of the Board of
Supervisors of the County of Fresno
ATTEST:

BERNICE E. SEIDEL
Clerk of the Board of Supervisors
County of Fresno, State of California
By: _____________________________
Deputy
CITY OF CLOVIS, a Municipal Corporation
of the State of California
(“City”)
By: _____________________________
Lynne Ashbeck, Mayor of the
City of Clovis
ATTEST:

ANDREW HAUSSLER
Interim City Clerk, City of Clovis
By: _____________________________
Andrew Haussler, Interim City Clerk

REVIEWED AND RECOMMENDED FOR
APPROVAL:

JOHN HOLT
City Manager, City of Clovis
By: _____________________________
John Holt
APPROVED AS TO LEGAL FORM:

SCOTT G. CROSS
City Attorney, City of Clovis
By: _____________________________
Scott G. Cross
J:\wdocs\00607\001\agt\01033897.DOCX
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EXHIBIT A
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1 Wilson Homes, Inc.

Justification for General Plan Amendments
GPA2021-005 & GPA2021-006
October 11, 2023
Applicant: Wilson Homes, Inc.

Mr. Leo Wilson
7550 N. Palm Ave., Suite 102
Fresno, CA 93711
Property Owner: Great Bigland, LP
7550 N. Palm Ave., Suite 102
Fresno, CA. 93711
APN: 557-021-19, 20 & 21
Current Zoning: AL-20
Area: 75.05 ± gross acres

REQUEST
The applicant, Wilson Premier Homes, Inc. (Wilson Homes), proposes to increase the density from Rural Residential (1 DU per 2 acres) to Medium High Density Residential (7.1 to 15.0 du/ acre) for this 77.89 gross acre project located at the northeast corner of Sunnyside and Shepherd Avenues. This project also proposes a local public street connection to Shepherd Avenue, roughly halfway between Sunnyside and Folwer Avenues. Shepherd Avenue is designated as an expressway and therefore access is limited to collector and arterial streets. Please see the attached vicinity map and Tentative Tract Map No. 6205.

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

BACKGROUND
The 77.89 acres of Great Bigland, LP property is designated for Rural Residential (1 du/2 ac.) uses. The existing designation would allow for 38 rural residential homes. The proposed modification to allow for Medium High Density Residential would generate a maximum of 1,168 single- family homes. As illustrated on Tentative Tract Map No. 6205, Wilson Homes is proposing to develop 605 single-family homes with a density of 7.77 ± du/acre, which is slightly higher than the maximum number of units allowed for a Medium Density Residential land use.

The proposed density 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 ATTACHMENT 8
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2 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 property has limited access with Sunnyside Avenue being the main access location for this project. The east side of this property is adjacent to developed rural residential parcels and doesn’t allow for access to Fowler Avenue. Our northwesterly boundary also has developed rural residential parcels. We do have a very small amount of street frontage onto Perrin Avenue to the north, but the rural residential neighbors to the north of this project would like to discourage the amount of traffic utilizing this access point. Shepherd Avenue is an expressway and does not allow for local street connections.

Due to these limitations, we propose a local street connection to Shepherd Avenue, roughly halfway between Sunnyside Avenue to the west and Fowler Avenue to the east. This proposed access point will provide added circulation for this proposed community and increased access for emergency services. The location of this proposed access connection to Shepherd Avenue has been placed near the most northerly point of the curve of the Shepherd Avenue. At this location, traffic traveling along Shepherd Avenue will have a clear line of sight to see vehicles turning into or out of this proposed street connection.

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

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 adjacent Heritage Grove Master Plan and the vision of the City of Clovis General Plan. 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. 6205, Wilson Homes products (Elev8ions, Citrea and Regent Park) will provide prominent characteristic of cultural and agricultural heritage, as set forth in the adjacent Heritage Grove Master Plan.

2. Illustrate and direct the intended architectural, landscape and site elements to reinforce the theme and quality.
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AGENDA ITEM NO. 13.
3 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. The Elev8ions, Citrea and Regent Park products will provide a contemporary, attractive and aesthetically pleasing design that fits into the vision of the adjacent 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 adjacent 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 the three 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.

Consistent with General Plan Housing Goals
The following goals and policies are being met by the proposed project:
 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. 6205 is being proposed adjacent to 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.

As stated above, three housing product are proposed; the Elev8ions product which is an upscale residential product focused on the young professional in the move 343
AGENDA ITEM NO. 13.
4 up market and the mature buyer who desires less yard maintenance. The Citrea product is an upscale residential product focused on the young professional market and the mature buyer who may be downsizing and desires lass yard maintenance. The Regent Park product 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 77.89 gross acres. The General Plan designation for the subject site is Rural Residential which allows for 1 du/2 ac. This Rural Residential density is not encouraged or generally planned for within cities general plans any longer. 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. This proposed density is a density that is currently encourage by State policies to reduce land consumption and develop more housing within a smaller footprint.
 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 three 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 three proposed product types focus on meeting varied housing lifestyle categories. The Elev8ions, Citrea 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 the three products have a wide appeal to varying age groups 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 three distinct ownership opportunities based on market demand. Market research performed by the developer indicates that this project will appeal to varying economic demographic 344
AGENDA ITEM NO. 13.
5 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 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.

The Elev8ions, Citrea and Regent Park products are currently offered in the Clovis market. Over time, these products have been modified to improve upon their design to better adapt to changing market demand. The Elev8ions, Citrea 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 Citrea product is an upscale residential product focused on the young professional market and the mature buyer who may be downsizing and desires lass yard maintenance.

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 adjacent 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 changes are 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 345
AGENDA ITEM NO. 13.
6 located. No information exists to suggest the project will not be revenue neutral to the city.

1. School Fees of $5.8 million to Clovis Unified School District a. Elev8ions – 1,500 sq. ft. average
407 units x 1,500 sq. ft. = 610,500 sq. ft. x $5.68 per sq. ft. = $3.5 million
b. Citrea – 1,800 sq. ft. average
66 units x 1,800 sq. ft. = 118,800 sq. ft. x $5.68 per sq. ft. = $645 thousand
c. Regent Park-2,300 sq. ft. average
132 units x 2,300 sq. ft. = 303,600 sq. ft. x $5.68 per sq. ft. = $1.7 million

2. Regional Mitigation Fees
a. Reginal Transportation Mitigation Fee $2,143/unit x 605 units = $1,296,515

3. Clovis Community Facility District Public Safety Annual Assessments $170,815.70
605 x $282.34/unit = $170,815.70 per year for Clovis Public Safety (fire/police)
B. The proposed land use 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.

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

The proposed project is complementary to and directly adjacent 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.
o Policy 6.2 Smart growth. The city is committed to the following smart growth goals.
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AGENDA ITEM NO. 13.
7 A. Create a range of housing opportunities and choices.

As described above, the proposed project offers three 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 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.
347
AGENDA ITEM NO. 13.
8 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 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.

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. 6205. 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 the Dry Creek Trailhead and 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 directly adjacent 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.

This project will also complete an important segment of Shepherd Avenue to provide safer circulation east and west.

L. Support actions that encourage environmental resource management. 348
AGENDA ITEM NO. 13.
9 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. Key Overall City Benefits
In addition to providing quality housing that meets several noted General Plan design criteria, this project uniquely provides several important benefits for the City of Clovis:
 Shepherd Avenue street improvements between Fowler Ave and Sunnyside Ave to greatly enhance community public safety and improve traffic circulation
 Sewer force main installation in Shepherd Ave between Sunnyside Ave and Fowler Ave, to facilitate continued planned growth in Heritage Grove  Non-potable water main installation in Shepherd Ave between Sunnyside Ave and Fowler Ave, to serve Heritage Grove
 Completion of missing east-west community trail link between Sunnyside Ave and Fowler Ave
 Enhanced tax assessment (per Prop 13) and Public Safety CFD funding to provide enhanced Clovis General Fund & Safety Services tax revenue  Construct 605 workforce housing priced units to address critical local market-rate housing needs:
o Units priced between $450,000 - $800,000; 1,212sq.ft. – 3,020sq.ft.

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 adjacent Heritage Grove Master Plan, and the Landscape of Choice.
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Residential Land Use Development Standards
TRACT 6205 - Citrea

DESIGNATIONBUILDING SETBACKS

BUILDING INTENSITY

GARAGES/STREETS/PARKING
Zone District
GP Density Range
Minimum Lot Area
Minimum Lot WidthMinimum Lot Depth
Front Yard (Local)
Side Yard
Corner/Reversed Corner
Dwelling UnitsGarages

ACCESSORY USES
Walls/Fences
Trellises
Pools and Spas

LAND USE
Maximum Height

STANDARD NOTES
18’ min/10’ min/9’ min
3’ min/5’ min
3,700 sqft
50’
74’
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/or
porch/patio
Medium-High Density Residential
20’x20’ min
All setbacks measured from PL.

General list of requirements and restrictions.

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

SINGLE-FAMILYRESIDENTIAL
Rear Yard 5’ minCorner Cut-Off 5’ minStreets (Private)
On-Street Parking Yes
36’ curb to curb
Curved/Cul-de-sac/
Corner Lot
25’ min/25’ min/53’ min
Covered Structures
Accessory Buildings
5’ min Water portion to rear and side PLs. Pool and spa may not be located in front yard.

Equipment HVAC, Pool, spa and fountain equipment allowed in side yard easement and rear setback.
12’ high max
SHEET 1 OF 1 - 11/9/23

NOT TO SCALE
3’ min. interior side yard,opposite from trash toter side 18’ min. front yardsetback to garage
38’ min.
lot width
74’ min. lot depth60% max. lot coverage
5’ 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 6205 - NEC SHEPHERD & SUNNYSIDE 3’ min. to side yard 5’ min. to corner cut-off fence/5’ min. to living area on corner lot/ reversed corner lot Covered structures and building additions are
allowed subject to review 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.

Fence Line
5’ min. on trashtoter side yard
5’ min/3’ min 5’ min one side/3’ min other side

PUBLIC & PRIVATE STREET

PUBLIC & PRIVATE STREET
The imagery conveys samples of the architectural character intended for these neighborhoods.Lots 140-155, 388-399, 568-605 of Tentative Map No. 6205.

ATTACHMENT 9
AGENDA ITEM NO. 13.

Residential Land Use Development Standards
TRACT 6205 - Elev8ions

DESIGNATIONBUILDING SETBACKS

BUILDING INTENSITY

GARAGES/STREETS/PARKING
Zone District
GP Density Range
Minimum Lot Area
Minimum Lot WidthMinimum Lot Depth
Front Yard
Side Yard
Corner/Reversed Corner
Dwelling UnitsGarages

ACCESSORY USES
Walls/Fences
Trellises
Pools and Spas

LAND USE
Maximum Height

STANDARD NOTES
5’ min/4’ min
5’ min/3’ min
3’ min
1,980 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
10’x20’ minCurb-to-curb
All setbacks measured from PL.

General list of requirements and restrictions.

DEVELOPMENT STANDARDS
35’
For street frontage/For lot depth
407

SINGLE-FAMILYRESIDENTIAL
Rear Yard 4 ’ min
Streets (Interior)
Parking 1.5 spaces/unit min 1 covered space per unit min 36’ wide
Curved, Cul-de-sac or
Corner Lot
36’ min/50’ min
2-car 20’x20’ min
Covered Structures
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.Lots 133-139, 156-387, 400-567 of Tentative Map No. 6205.

TRACT 6205 - NEC SHEPHERD & SUNNYSIDE
Covered structures and building additions are
allowed subject to review by HOA committee
and permitting by the City of Clovis, providedthat lot coverage standards are not exceededand that a rear yard encroachment permit isobtained if encroachment into rear yard occurs.

SHEET 1 OF 1 - 11/9/23
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
ATTACHMENT 10
AGENDA ITEM NO. 13.

Residential Land Use Development Standards
TRACT 6205 - Regent Park

DESIGNATION

BUILDING SETBACKS

BUILDING INTENSITY

GARAGES/STREETS/PARKING
Zone District
GP Density Range
Minimum Lot Area
Minimum Lot Width
Minimum Lot Depth
Front Yard (Local)
Side Yard
Corner/Reversed Corner
Dwelling Units
Garages

ACCESSORY USES
Walls/Fences
Trellises
Pools 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/or
porch/patio
Medium-High Density Residential
Lots @ 50’ x 90’ min.
20’x20’ min
All setbacks measured from PL.

General list of requirements and restrictions.

DEVELOPMENT STANDARDS
35’
For street frontage
132
To side yard fence/To living area

SINGLE-FAMILY

RESIDENTIAL
Rear Yard 8’ min
Streets (Public)
On-Street Parking Yes
50’/54’ wide
Curved/Cul-de-sac 25’ min
Corner/ Lot width
Reversed Corner
53’ min
3-car 20’x20’ min w/tandem 9’x15.5’ min
Covered Structures Covered structures and building additions are allowed subject to review 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.

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 - 5/12/23

NOT TO SCALE
5’ min. on garage side,
3’ min. on opposite side
18’ min. front yard
setback to garage
50’ min.
lot width
90’ min. lot depth
60% max.
lot coverage

PUBLIC & PRIVATE STREET
8’ min. to patio or living area to provide
for greater front yard setback variation
9’ min. front yard setback to porch,
patio, or projections
10’ min. front yard setback
to living area
TRACT 6205
- NEC SHEPHERD & SUNNYSIDE

PUBLIC & PRIVATE STREET
3’ min. to side yard
fence/8’ min. to living
area on corner lot/
reversed corner lot
Fence Line
The imagery conveys samples of the architectural character intended for these neighborhoods.

Lots 1-132 of Tentative Map No. 6205.

ATTACHMENT 11
AGENDA ITEM NO. 13.

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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED. LANDING SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 "; EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT EXCEED 36" (U.NO.) PER CBC SECTION 1010.1.5 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 110 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER C.R.C. SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 198 LOW VOLTAGE SUB PANEL. INSTALLATION IN CLOSETS IS PROHIBITED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 226 BACKUP SUB PANEL 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 26/D4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 360 SLIDE-IN RANGE/OVEN AND MICRO WITH VENT/LIGHT COMBINATION (EXHAUST VENT TO OUTSIDE). PROVIDE 24" CLEAR ABOVE RANGE/OVEN TO UNDERSIDE OF MICROWAVE VENT. 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" 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. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)3 - SEE DETAIL 5/D4 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2x PONY WALL - SIZE/HEIGHT PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY 455 LINEN 459 BASE CABINET 460 UPPER CABINET 461 WIRE SHELF 462 SHELF AND POLE - LOCATE POLE 66" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 468 COAT CLOSET 489 BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT TO BE CONTINUOUS ON EACH SIDE OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT A A1.3 A A1.3
BA1.3
BA1.3
CA1.3
CA1.3
3'-11" 4'-5" 5'-4" 5'-4" 5'-10" 5'-5" 1'-11" 4" 4'-6" 5" 1'-10" 10'-9" 13'-3" 4'-5" 6'-4" 8" 4'-2
1 2
" 5'-2" 4" 2'-10" 2'-71
2 " 8" 2'-7" 5'-3" 2'-7" 3'-7" 4'-10
1 2
" 5'-2" 3'-8" 3'-7" 12'-11" 6'-101
2 " 3'-91
2 " 2'-2" 3'-1" 11" 6'-10" 4'-0" 1'-4" 6'-0" 11'-5" 3'-5" 3'-11 1 2
" 3'-9
1 2
" 7'-0
1 2
"
3'-7" 7'-5
1 2
" 5'-91
2 " 3'-0
1 2
" 002 003 004 005 101 110 428 7'-6" 201 101 401 7'-0"
462 462 322
468 462 373 372 416 462
463 385 382 393 401 7'-0" 321 006 453 464 5 SH. 359 355 459 460 351 401 7'-0" 2'-6" 6'-0" 2'-7
1 2
" 006
198 111 8'-0" CLG 302 5
1 2
" 11'-3" 10" 5" 16'-2" 2'-4"
8'-4" 10'-8" 1'-1" 5'-1" 10'-10"
20'-6" 2'-0" 18'-6" 393 380 381 497 461
8" 3'-3
1 2
" 3'-4" 2'-4" 7'-6" 422

C HS C HS

C L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY PLAN 1334A FLOOR PLAN SEE SHEETS A1.5 & A1.7 FOR ADDENDA PLANS NAILING SCHEDULE IS LOCATED ON SHEET SD.2 CONTEMPORARY SPANISH DEN OPT ILO BDRM 3 = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. FLOOR PLAN LEGEND (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER 1'-3" CLOSETS -TYPICAL 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 ATTACHMENT 12 ATTACHMENT 12 355
T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. 10'-0" T.O.HEEL 6'-8" +24" HDR. 591 207 (2) 24X54 525 1X6 4" 4" 4" 4" 525 1X4 521 203 207 525 1X4 4" 525 1X6 7'-6" 521 521 1D3 19D3 TYP. 28 TYP. D3 TYP. 3D3 21 TYP. D3 TYP. 4D2 17D3
6'-6" 25D2
17'-7"
2'-0" 17D3 525 1X5 596 509 T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. T.G. T.G. 6'-8" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 TYP. T.O.P. F.F./T.O.C. 8'-1" 8'-1" T.O.P. F.F./T.O.C. 6'-8" HDR. 321 521 28D3 TYP. 3D2TYP. 701 509 TYP. T.O.P. F.F./T.O.C. 8'-1" 8'-1" T.O.P. F.F./T.O.C. 201 521 701 28D3 TYP. 3 TYP. D2 T.G. 1D3509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. 4.5:12 4.5:12 o/

4.5:12

4.5:12 RIDGE
RIDGE VALLEY VALLEY 3" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING 2.5:12 ROOF AREA: SQ. FT."A" 1816 5 LOWER VENTS 4 UPPER VENTS 823 810 813 812 826 826 835 836 835 836 25D1 26D1 26D1 25D1 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 826 802 847 847 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 823 MIN. 22"X30" CLEAR 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) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A1.4 -A104 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: CC -WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO CONTEMPORARY SPANISH 356
FLOOR PLAN KEY NOTES 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. Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN 425 WOOD SOFFIT: HEIGHT PER ELEVATION 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'. 604 1x3 FIBER CEMENT BATTS SPACED AT 16" O.C. 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 5" 16'-2" 2'-4" 5'-10" 5'-5" 2'-3 1 2
" 4'-5" 2'-3
1 2
" 002 003 004 005 101 7'-2" 201 425 4
1 2
" 5
1 2
" 604 644 521 ABOVE BELOW 604 644 521 ABOVE BELOW 604 644 521 ABOVE BELOW 11'-3" 10" 7'-6" 422

C HS C HS

C L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PLAN 1334B ADDENDA FLOOR PLAN MODERN FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 357 T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. TYP. 11'-0" T.O.HEEL+24" 6'-8" HDR. 521 203 207 525 1X4 207 521 1D3 19D3 TYP. 28D3 3D3 21 TYP. D3 TYP. 18D3
7'-2"
6'-6"
17'-7"
4'-8" 1'-4" 644 602 1x4 604 602 1x4 602 1x4 602 1x4 701 626 12D5 28D3 6D4
4D1
2'-2" 602 1x4 596 509 T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. T.G. T.G. 6'-8" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 TYP. 6'-8" HDR. T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. 321 521 701 28D3 TYP. 3D2TYP. 602 1x3 602 1x6 12D4 509 TYP. T.O.P. F.F./T.O.C. 8'-1" 8'-1" T.O.P. F.F./T.O.C. 201 521 701 28D3 TYP. 3 TYP. D2 T.G. 602 1x3 1D3509 TYP. 207 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 205 ACCENT EXTERIOR WALL LIGHT 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 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'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 FIBER CEMENT TRIM(S) - SIZE PER ELEVATION 604 1x3 FIBER CEMENT BATTS SPACED AT 16" O.C. 626 OUTLOOKER ASSEMBLY - WOOD (SIZE/SHAPE PER ELEVATION) 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 701 G.I. FLASHINGELEVATION 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE RIDGE 4.5:12

6.5:12

6.5:12 1'-0" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING 4.5:12 o/ 2.5:12 826 835 836 835 836 823 812 ROOF AREA: SQ. FT."A" 1816 5 LOWER VENTS 4 UPPER VENTS 810 82682627D1 26D1 26D1 814 VALLEY VALLEY 15D1 21D1 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 801 847 847 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 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) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A1.6 -A106 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: CC -WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1334B ELEVATIONS AND ROOF PLAN 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS MODERN 358
005 101 201 551 OPT. 002 004 005 101 201 7'-6" 422

C HS C HS

C HS C HS
C HS GREAT ROOM VOL. H.S. DINING VOL. H.S. KITCHEN VOL. H.S. 2 CAR GARAGE 8'-0" CLG. CONCRETE COVD. ENTRY 8'-0" CLG. CONCRETE ENTRY 8'-0" CLG. H.S. PRIMARY BDRM VOL. CARPET BA 2 AGING-IN PLACE 8'-0" CLG. H.S. SERV. 8'-0" CLG. H.S. PRIMARY BATH 8'-0" CLG. H.S. BEDRM. 2 8'-0" CLG. CARPET BEDRM. 3/ OPT DEN 8'-0" CLG. CARPET 16'-0" x 7'-0" SECT. GAR. DOOR 3068 BI-PASS 5068 BI-PASS 5068
2868 2468
2868
28 SC 68 2468
30 SC 68 6040 SL 6040 SL
4030 SL 4040 SL 6068 TEMP. GL. SLIDER
16TEMP. GL. 30 SH
2468 2068 3068 SC
5" *
*
3068
5" FLAT VOLUME 4046 SL*3068
20'-0" x 20'-0" CLEAR SPACE W.I.C. 8'-0" CLG. CARPET 40'-0" 44'-6" 46'-6"
44'-6" 46'-6" 2'-0" 12'-1" 9'-0" 18'-11" 40'-0" 25'-2" 14'-10" 2'-0" 1'-11" 4" 4'-7" 4" 1'-10" 003 7'-2" 422 551 OPT. 551 OPT. 5" 16'-2" 2'-4" 5'-10" 5'-5" 11'-3" 10" 2'-0" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1334C LOWER FLOOR PLAN 1334 SQ. FT. TOTAL 1334 SQ. FT. 2-BAY GARAGE 425 SQ. FT. COVERED ENTRY/PORCH 39 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 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. A1.7 -A107 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PROGRESSIVE NAPA PLAN 1334C ADDENDA FLOOR PLAN FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 359 T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. 11'-0" T.O.HEEL+24" 6'-8" HDR. 521 203 207 525 1X4 525 1X6 4" 6" 6" 4" 525 1X6 525 1X4 4" 4" 591 (2) 24X54 521 4" 4" 4" 4" 525 1X4 207 4" 4" 525 1X6 521 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 3D2 16D3
7'-2"
6'-6" 25D2
17'-7" 596 509 T.O.P. F.F./T.O.C. 8'-1"
8'-1" T.O.P. F.F./T.O.C. T.G. T.G. 6'-8" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 TYP. T.O.P. F.F./T.O.C. 8'-1" 8'-1" T.O.P. F.F./T.O.C. 6'-8" HDR. 321 521 701 28D3 TYP. 3D2TYP. 509 TYP. T.O.P. F.F./T.O.C. 8'-1" 8'-1" T.O.P. F.F./T.O.C. 201 521 701 28D3 TYP. 3 TYP. D2 T.G. 1D3509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 552 STONE LOW WALL 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE RIDGE VALLEY VALLEY 4.5:12

6.5:12

6.5:12 1'-0" 1'-0" 4.5:12 o/ 2.5:12 RIDGE SCISSOR TRUSS FOR VOLUME CEILING 826 835 836 835 836 823 810 826 813 812 27D1 26D1 27D1 26D1 ROOF AREA: SQ. FT."A" 1816 5 LOWER VENTS 4 UPPER VENTS 826 FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION 801 847 847 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER T.O.P. F.F./T.O.C. 8'-1" 2'-0" 22D3 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 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) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR FUTURE SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 8'-1" T.O.P. F.F./T.O.C. 10'-0" T.O.HEEL 6'-8" +24" HDR. 551 552 525 4X4 2'-2" 2'-2" 551 552 525 4X4 5D2 29D3 23D3 A1.8
-A108 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: CC -WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1334
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1334C ELEVATIONS AND ROOF PLAN PARTIAL LEFT @ OPT. STONE PARTIAL RIGHT AT OPT. STONE PARTIAL FRONT @ STONE OPT. PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PROGRESSIVE NAPA 360
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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED. LANDING SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 "; EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT EXCEED 36" (U.NO.) PER CBC SECTION 1010.1.5 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 110 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER C.R.C. SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 198 LOW VOLT SUB PANEL. INSTALLATION IN CLOSETS IS PROHIBITED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 226 BACKUP SUB PANEL 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE & PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 26/D4 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 360 SLIDE-IN RANGE/OVEN AND MICRO WITH VENT/LIGHT COMBINATION (EXHAUST VENT TO OUTSIDE). PROVIDE 24" CLEAR ABOVE RANGE/OVEN TO UNDERSIDE OF MICROWAVE VENT. 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" 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. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D4 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2x PONY WALL - SIZE/HEIGHT PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY 454 DESK 455 LINEN 459 BASE CABINET 460 UPPER CABINET 461 WIRE SHELF 462 SHELF AND POLE - LOCATE POLE 66" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 468 COAT CLOSET 482 FULL HEIGHT LINEN 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL. ACTUAL GRAB BARS NOT REQUIRED PER CODE C HS
C HS

C HS C HS

C HS HS C
4050 SL 4050 SL 6080 TEMP. GL. SLIDER 6050 SL
TEMP. GL. 4030 SL
4040 SL 8060 XOX 3068 SC
5" 16'-0" x 8'-0" SECT. GAR. DOOR
*
*
*2668 5068 BI-PASS
2468 2868
3068
28 SC 68
30 SC 80 5068 BI-PASS 2668
2468 2468 2068 3068
2468 42'-0" 15'-0" 27'-0"
54'-0" 13'-9" 14'-7" 10'-4" 10'-9" 42'-0" 16'-7" 6'-6" 18'-11" 54'-0" 7'-0" 41'-0" 2'-0" 4'-0" 20'-6" 20'-6" 18'-4" 2'-2" 2'-7" 2'-0" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET 5" 20'-0" x 20'-0" CLEAR SPACE 50'x82' W.I.C. 9'-0" CLG. CARPET 6" 4'-0" 4" A A2.3 A A2.3
BA2.3
BA2.3 7'-6" 7'-6" 7'-3" 13'-6" 6'-3"
3'-7
1 2
" 5'-2" 10'-10" 5'-9" 8'-4" 2'-6"
10'-9" 5'-3" 5'-1" 2'-5" 2'-5" 7'-2" 3'-8"
6'-6" 2'-3" 1'-7" 3'-512
" 2'-6" 3'-1" 3'-11" 1'-2" 4'-1
1 2
" 1'-6" 4'-6" 5'-5
12 " 3'-9
1 2
" 5'-11
1 2
" 8'-7
1 2
"
15'-0" 3'-1" 2'-5" 10" 3'-9" 9" 3'-0" 4" 4'-7
1 2
" 10'-51
2 " 6'-5
1 2
" 2'-9" 16'-0
1 2
" 4'-5
1 2
" 1'-8" 1'-7" 4'-8" 12'-6"002 003 004 005 101 110 428 8'-6" 201 101 401 8'-0" 380 381393 455 464 4 SH.462 462 416 372 373 461462 468 462 463 393 385 382 401 8'-0" 322 351 360 459 460 359 355 453 464 451 5 SH. 006 321 422 7'-6" 401 8'-0" 3'-1" 8'-7 1 2
" 2'-7
1 2
" 5'-0" 3'-4" 2'-0" 3'-0" 6" 1'-6" 442 2x6 198 111 3'-10" 3'-0 1 2
" 302 309 006
2 1
2 "
7 12
" 4'-5" 463 3'-5
12 " 496 498 482 225 4'-5" 5" 16'-2" 2'-4" 6'-1" 5'-10" 2'-3 1 2
" 1'-5" 401 8'-0" PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. 7 1 2
" 4'-0" 454 OPT 111 252 224 226 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1482 A LOWER FLOOR PLAN 1482 SQ. FT. TOTAL 1482 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 35 SQ. FT. A2.1 -A201.1 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY PLAN 1482A FLOOR PLAN SEE SHEETS A2.5 & A2.7 FOR ADDENDA PLANS NAILING SCHEDULE IS LOCATED ON SHEET SD.2 CONTEMPORARY SPANISH = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. FLOOR PLAN LEGEND (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER 1'-3" CLOSETS -TYPICAL 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 361 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. +24" 11'-6" T.O.HEEL 8'-6"
8'-0" HDR. 207 591 (2) 24X60 1x6 525 4" 4" 6" 6" 525 1X4 525 1X5 521 203 207 525 1X4 4" 525 1X6 521 521 701 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP.
4D2 17D3
7'-6" 25D2
2'-0"
2'-0" 596 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 509 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 701 701 28D3 TYP. 3D2TYP. 509 TYP. T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 701 28D3 TYP. 3D2 TYP. 1D3 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12 RIDGE RIDGE 4:12
4:12 RIDGE 4:12 VALLEY VALLEY VALLEY VALLEY
4:12
4:12 3" 1'-0" 823 823 836 826 835 836 810 826 836 835 812 813 836 835 835 835 835 ROOF AREA: SQ. FT."A" 1940 5 LOWER VENTS 5 UPPER VENTS 25D1 26D1 26D1 25D1 837 802 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 1D1 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 226 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 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A2.4 -A204 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

C HS
C HS

C HS C HS

C HS HS C
4050 SL 4050 SL 6080 TEMP. GL. SLIDER 6050 SL
TEMP. GL. 4030 SL
4040 SL 8060 XOX 3068 SC
5" 16'-0" x 8'-0" SECT. GAR. DOOR
*
*
*2668 5068 BI-PASS
2468 2868
3068
28 SC 68
30 SC 80 5068 BI-PASS 2668
2468 2468 2068 3068
2468 GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET 5" 20'-0" x 20'-0" CLEAR SPACE 50'x82' W.I.C. 9'-0" CLG. CARPET 4'-0" 2'-0" 002 003 004 005 101 201 P 8'-4" 2'-6" 8'-0" 422 6" 42'-0" 15'-0" 27'-0" 42'-0" 16'-7" 6'-6" 18'-11" 5" 16'-2" 2'-4" TOP BOT 604 521 TOP BOT 604 521 TOP 521 BOT 650B TOP 521 BOT 650B 54'-0" 7'-0" 41'-0" 4'-0" 2'-0"
54'-0" 13'-9" 10'-9" 2'-3
1 2
" 2'-3
1 2
" 10'-4" 14'-7"
20'-6" 20'-6" 10'-10" 5'-9" PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1482 B LOWER FLOOR PLAN 1482 SQ. FT. TOTAL 1482 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 35 SQ. FT. A2.5 -A205 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS MODERN FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 PLAN 1482B ADDENDA FLOOR PLAN 363 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.O.HEEL 8'-0" HDR. 4
3 4
" 521 203 207 525 1X4 521 1D3 19 TYP. D3 TYP. TYP. 28D3 TYP. 8'-0" 7'-6"
3'-0"
3D3 21D3 1'-4" 644 602 1x4 604
4'-8" 602 1x4 701 602 1x4 602 1x4 701 626 28D3 26D3 650B 25D5 16D4 10D1 4D1 17D5 591 (2) 20x50 521 596207
6D4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 509 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 321 521 28D3 TYP. 3D2TYP. 602 1x6 12D4 509 TYP. 8'-0" HDR. T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 28D3 TYP. 3D2 TYP. 602 1x6 1D3 509 TYP. 207 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 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'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 13/D5 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 FIBER CEMENT TRIM(S) - SIZE PER ELEVATION 604 1X3 FIBER CEMENT BATTS SPACED AT 16" O.C. 626 OUTLOOKER ASSEMBLY - WOOD (SIZE/SHAPE PER ELEVATION) 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT). FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHINGELEVATION 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12

RIDGE VALLEY VALLEY
4:12
4:12 RIDGEVALLEY VALLEY
5:12
5:12 1'-0" 1'-0" 823 823 836 826 835 836 810 836 835 812 835 835 ROOF AREA: SQ. FT."A" 1940 5 LOWER VENTS 5 UPPER VENTS 27D1 5D1 28D1 814 826 28D1
RIDGE 836 835 17D111D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 3D1 801 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A2.6 -A206 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1482B ELEVATIONS AND ROOF PLAN 2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0" ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS MODERN 364
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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 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.

C HS
C HS

C HS C HS

C HS HS C
4050 SL 4050 SL 6080 TEMP. GL. SLIDER 6050 SL
TEMP. GL. 4030 SL
4040 SL 8060 XOX 3068 SC
5" 16'-0" x 8'-0" SECT. GAR. DOOR
*
*
*2668 5068 BI-PASS
2468 2868
3068
28 SC 68
30 SC 80 5068 BI-PASS 2668
2468 2468 2068 3068
2468 GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET 5" 20'-0" x 20'-0" CLEAR SPACE 50'x82' W.I.C. 9'-0" CLG. CARPET 6" 4'-0" 2'-0" 002 003 004 005 101 8'-0" 201 422 422 P 7'-6" 551 OPT. 2'-0" 551 551 OPT. OPT. 8'-4" 8'-3" 42'-0" 15'-0" 27'-0" 42'-0" 16'-7" 18'-11" 16'-2" 2'-4" 6'-6" 54'-0" 7'-0" 41'-0" 4'-0" 2'-0"
54'-0" 13'-9" 10'-9" 2'-3
1 2
" 2'-3
1 2
" 10'-4" 14'-7"
20'-6" 20'-6" 5" PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1482 C LOWER FLOOR PLAN 1482 SQ. FT. TOTAL 1482 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 35 SQ. FT. A2.7 -A207 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PROGRESSIVE NAPA FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 PLAN 1482C ADDENDA FLOOR PLAN 365 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. +24" 11'-6" T.O.HEEL 8'-0" HDR. 4 3 4
" T.O.HEEL 521 203 207 525 1X4 525 1X6 4" 6" 6" 4" 525 1X6 525 1X4 4" 4" 591 (2) 24X54 521 4" 4"207 525 4" 4" 1X6 521 701 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP.
3D2 16D3
8'-0"
7'-6" 25D2 596 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 509 509 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 321 521 28D3 TYP. 3D2TYP. 509 TYP. 8'-0" HDR. T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 701 28D3 TYP. 3D2 TYP. 1D3 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12

RIDGE VALLEY RIDGE VALLEY
5:12
5:12
5:12 RIDGE VALLEY VALLEY
4:12
4:12 1'-0" 1'-0" ROOF AREA: SQ. FT."A" 1940 5 LOWER VENTS 5 UPPER VENTS 823 823 836 826 835 836 810 836 835 812 813 836 835 835 27D1 27D1 28D1 826 28D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 801 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER OPT. STONE AT PLAN B T.O.P. F.F./T.O.C. 9'-1" 22D3 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 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES T.O.P. F.F./T.O.C. +24" 11'-6" T.O.HEEL 8'-0" HDR. T.O.HEEL 4" 6" 6" 4" 525 1X6 591 (2) 24X54 521 4" 4"207 525 1X6 521 701 1D3 19 TYP. D3 TYP.
3D2 16D3
8'-0" 25D2 551 525 4X4 3'-0" 23D3 29D3
5D2 596 509 509 A2.8
-A208 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: CC-WHA CC 06-26-2023 2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1482
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT GRADE AND SITE DRAINAGE. FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL PLAN 1482C ELEVATIONS AND ROOF PLAN PARTIAL LEFT @ OPT. STONE PARTIAL RIGHT AT OPT. STONE PARTIAL FRONT @ STONE OPT. PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PROGRESSIVE NAPA 366
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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED. LANDING SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 "; EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT EXCEED 36" (U.NO.) PER CBC SECTION 1010.1.5 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 110 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER C.R.C. SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 198 LOW VOLTAGE SUB PANEL. INSTALLATION IN CLOSETS IS PROHIBITED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 226 BACKUP SUB PANEL 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE & PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 26/D4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 360 SLIDE-IN RANGE/OVEN AND MICRO WITH VENT/LIGHT COMBINATION (EXHAUST VENT TO OUTSIDE). PROVIDE 24" CLEAR ABOVE RANGE/OVEN TO UNDERSIDE OF MICROWAVE VENT. 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" 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. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)3 - SEE DETAIL 26/D4 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2x PONY WALL - SIZE/HEIGHT PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 453 PANTRY 455 LINEN 459 BASE CABINET 460 UPPER CABINET 461 WIRE SHELF 462 SHELF AND POLE - LOCATE POLE 66" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 468 COAT CLOSET 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL 10'-6" 4" 4'-0" 1'-6" BA3.3
BA3.3 5'-6" 10'-3" 5'-3" 2'-11" 2'-9" 5'-8" 13'-7" 8'-10" 3'-1" 4'-6" 4'-10 12 " 5'-0
12 " 6'-1
1 2
" 3
1 2
" 3'-8" 28'-2" 10'-7" 11'-3" 2'-0" 5'-4" 5'-3" 6'-2" 8'-0" 14'-0" 7'-8" 2'-10" 5'-9" 2'-0" 5'-0" 1'-0" 5'-4" 5'-3" 4'-11" 14'-0" 9'-11" 2'-11 1 2
" 4'-3" 2'-3
12 " 10'-9
12 "
6'-3" 3'-1" 8" 2'-7" 2'-3" 11'-3" 4'-5
1 2
" 12'-0
1 2
" 3'-2
1 2
" 10'-6" 5'-5
1 2
" 1'-111
2 " 4'-10" 2'-0" 71
2 " 3'-1
1 2
" 4" 2'-4" 2'-5" 7'-5" 3'-1" 3'-11" 1'-10" 4'-1" 1'-9" 1'-5" 4'-2" 5 1 2
" 002 003 004 005 101 110 428 8'-6" 201 101 401 8'-0" 380 381393455 464 4 SH. 462 468 462 463 453 464 4 SH. 351 360 460 459 355 359 451 459 460 322 372 373 461 462 462 463 393 385 382 321 006 401 8'-0" 401 8'-0" 462 422 7'-6" 6'-7" 7'-0" 5 12
" 2'-6
1 2
" 3'-6" 5'-10" 1'-6" 4'-0" 2'-0" 1'-2
1 2
" 1'-6" 442 2x4 198
4'-8
12 " 111
462
4'-6" 461 416 302 9'-2" 496
498 455
2'-61
2 " 3'-51
2 "
11 12
" 1'-2" 2'-6" 3'-6"
4'-2" 2'-3" 9
1 2
" 9" 5" 16'-2" 2'-4" 006 2'-2" 18'-4" 10'-7" AA3.3 AA3.3 C HS

C HS C HS C HS HS C
4050 SL 5050 SL 6080 TEMP. GL. SLIDER 6050 SL 6050 SL TEMP. GL. 3010 SL 4050 SL
4040 SL 16'-0" x 8'-0" SECT. GAR. DOOR3050 SH
5" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPET SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET BEDRM. 4 9'-0" CLG. CARPET PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. * *
*
*
28 SC 68 2668 5068 BI-PASS
2468 2668
2468
2468
2468
30 SC 80
2068 2668
2468 2868
3068 BI-PASS 5068 3068 3068 SC
5" 41'-0" 21'-0" 20'-0"
58'-0" 6'-0" 52'-0"
58'-0" 29'-6" 8'-0" 20'-6" 41'-0" 22'-1" 18'-11" 9" 1'-0" 5'-11
1 2
" 3'-6" 3'-0" 309 4'-9" 225 252 224 226 111 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1612 A LOWER FLOOR PLAN 1612 SQ. FT. TOTAL 1612 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 65 SQ. FT. A3.1 -A3.1 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: CC -WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" INTERIOR ELEVATION KEY PLAN 1612A FLOOR PLAN SEE SHEETS A3.5 & A3.7 FOR ADDENDA PLANS NAILING SCHEDULE IS LOCATED ON SHEET SD.2 FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 CONTEMPORARY SPANISH = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. FLOOR PLAN LEGEND (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER 1'-3" CLOSETS -TYPICAL 1'-3" MIN. 2'-0" 2'-6"MIN. 367 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-6"
8'-0" HDR. 207 591 (2) 24X54 525 1X6 4" 4" 6" 6" 525 1x4 525 1X4 521 203 207 525 1X4 4" 525 1X6 521 521 1D3 19D3 TYP. 28 TYP. D3 TYP. 3D3 21 TYP. D3 TYP. 4D2 17D3
7'-6" 25D2
2'-0" 525 1X5 596 12
4 12
4 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 12 4 12
4 509 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 701 28D3 TYP. 3D2TYP. 12 4 12
4 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 701 8'-6" 28D3 TYP. 3 TYP. D2 1D3 12
4 12
4 509 TYP. 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12

RIDGE VALLEY VALLEY
4:12
4:12
RIDGE 4:12
4:12 VALLEY VALLEY 3" 1'-0" 823 836 810 826 812 813 836 835 ROOF AREA: SQ. FT."A" 2101 6 LOWER VENTS 5 UPPER VENTS 823 826 836 836 835 835 835 25D1 26D1 26D1 25D1 802 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 1D1 25D1 838 847 836 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A3.4 -A304 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

C HS C HS C HS HS C
4050 SL 5050 SL 6080 TEMP. GL. SLIDER 6050 SL 6050 SL TEMP. GL. 3010 SL 4050 SL
4040 SL 16'-0" x 8'-0" SECT. GAR. DOOR3050 SH
5" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPET SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET BEDRM. 4 9'-0" CLG. CARPET PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. * *
*
28 SC 68 2668 5068 BI-PASS
2468 2668
2468
2468
2468
30 SC 80
2068 2668
2468 2868
3068 BI-PASS 5068 3068 3068 SC
5"
2'-0" 5'-0" 1'-0" 58'-0" 8'-0" 50'-0"
58'-0" 6'-0" 52'-0"
20'-6" 29'-6" 2'-10" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1612 B LOWER FLOOR PLAN 1612 SQ. FT. TOTAL 1612 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 65 SQ. FT. A3.5 RAA305 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: CC -WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS FLOOR PLAN PLAN 1612B ADDENDA FLOOR PLAN MODERN FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 369 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
61 8
"T.O.HEEL 8'-0" HDR. 521 203 207 525 1X4 521 207 521 8'-0" 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 7'-6" 602 1x4 602 1x4 701 1'-4" 602 644 1x4 604 626 602 1x4 701 3'-0" 18D3
6D4 17D5
4D1 591 (2) 20x50 596 12 6.5 12 6.5 25D5 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 12 4 12
4 509 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 28D3 TYP. 3D2TYP. 12D4 602 1x6 12 4 12
4 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 28D3 TYP. 3 TYP. D2 602 1x3 1D3 12 4 12
4 509 TYP. 509 TYP. 207 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 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'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 13/D5 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 FIBER CEMENT TRIM(S) - SIZE PER ELEVATION 604 1X3 FIBER CEMENT BATTS SPACED AT 16" O.C. 626 OUTLOOKER ASSEMBLY - WOOD (SIZE/SHAPE PER ELEVATION) 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 701 G.I. FLASHINGELEVATION 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE4:12 4:12 RIDGE
RIDGE 4:12
4:12 VALLEY VALLEY 1'-0" 1'-0" RIDGE 823 836 810 812 836 835 ROOF AREA: SQ. FT."A" 2101 6 LOWER VENTS 5 UPPER VENTS 823 836 826 835 836 835 5D1 814 826 28D1
VALLEY VALLEY 835 11D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 801 27D1 3D1 28D1 27D1 27D1

6.5:12

6.5:12 838 847 836 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A3.6 -A306 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

C HS C HS C HS HS C
4050 SL 5050 SL 6080 TEMP. GL. SLIDER 6050 SL 6050 SL TEMP. GL. 3010 SL 4050 SL
4040 SL 16'-0" x 8'-0" SECT. GAR. DOOR3050 SH
5" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. PRIMARY BDRM 9'-0" CLG. CARPET BA. 2 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPET SERV. 9'-0" CLG. H.S. BEDRM. 3 9'-0" CLG. CARPET BEDRM. 2 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET BEDRM. 4 9'-0" CLG. CARPET PRIMARY BATH AGING IN-PLACE 9'-0" CLG. H.S. * *
*
28 SC 68 2668 5068 BI-PASS
2468 2668
2468
2468
2468
30 SC 80
2068 2668
2468 2868
3068 BI-PASS 5068 3068 3068 SC
5" 5'-9" NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1612 C LOWER FLOOR PLAN 1612 SQ. FT. TOTAL 1612 SQ. FT. 2-BAY GARAGE 423 SQ. FT. COVERED ENTRY/PORCH 65 SQ. FT. A3.7 -A307 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PLAN 1612C ADDENDA FLOOR PLAN PROGRESSIVE NAPA FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 371 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
61 8
"T.O.HEEL8'-0" HDR. -2" 521 203 207 525 1X4 525 1X6 4" 6" 6" 4" 525 1x6 525 1x4 4" 4" 591 (2) 24x54 521 4" 4" 4" 4" 207 4" 4" 525 1x6 521 8'-0" 525 1x4 5155252x2 2'-0" 2'-6" 2" 2" 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP.
3D2 16D3
7'-6" 25D2 596 12 6.5 12 509 TYP. 6.5 509 T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. T.G. T.G. T.G. T.G. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3 12 4 12
4 509 509 509 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 28D3 TYP. 3D2TYP. 12 4 12
4 509 TYP. 509 TYP. T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 28D3 TYP. 3 TYP. D2 8'-0"
1D3 12
4 12
4 509 TYP. 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE4:12 4:12 5:12 RIDGE 5:12
RIDGE 4:12
4:12

VALLEY VALLEY

6. 6. 1'-0" 1'-0" 823 836 810 812 813 836 835 ROOF AREA: SQ. FT."A" 2101 6 LOWER VENTS 5 UPPER VENTS 823 826 836 836 835 835 835 26D1 27D1 826 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 801 27D1 27D1 3D1 28D1 27D1 838 847 836 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER OPT. STONE AT PLAN B T.O.P. F.F./T.O.C. 9'-1" 22D3 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 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 9'-1" T.O.P. F.F./T.O.C.
6 1
8 "T.O.HEEL 8'-0" HDR. -2" 551525 4X2 3'-0"
3'-0" 23D3 29D3
5D2 12 6.5 12 6.5 A3.8
-A308 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1612
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED. LANDING SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 "; EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT EXCEED 36" (U.NO.) PER CBC SECTION 1010.1.5 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 110 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER C.R.C. SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 198 LOW VOLT SUB PANEL. INSTALLATION IN CLOSETS IS PROHIBITED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4
226 BACKUP SUB PANEL 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE & PRESSURE RELIEF VALVE. DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 26/D4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER
360 SLIDE-IN RANGE/OVEN AND MICRO WITH VENT/LIGHT COMBINATION (EXHAUST VENT TO OUTSIDE). PROVIDE 24" CLEAR ABOVE RANGE/OVEN TO UNDERSIDE OF MICROWAVE VENT. 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD
382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE 385 SHOWER - PREFABRICATED PAN - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 393 TOILET - PROVIDE MINIMUM 24" X 30" 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. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 25/D4 422 STUCCO SOFFIT: HEIGHT PER PLAN
428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION
442 2x PONY WALL - SIZE/HEIGHT PER PLAN 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND
453 PANTRY
455 LINEN
459 BASE CABINET 460 UPPER CABINET 461 WIRE SHELF 462 SHELF AND POLE - LOCATE POLE 66" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
463 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
464 SHELF (OR SHELVES) 468 COAT CLOSET 482 FULL HEIGHT LINEN 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL 2'-0" 1'-8" 4'-1" 2'-0" 2'-0" 5'-6" A
A4.3 A
A4.3
BA4.3
BA4.3
6'-7" 14'-0" 7'-5" 7'-0" 7'-0" 15'-2" 10'-9" 5'-7"
8'-0" 5'-11" 1'-1" 10'-0" 10'-9" 56'-0" 11'-71
2 " 6'-4" 5'-91
2 " 5'-6" 2'-7" 5'-0" 5'-0" 13'-312
" 1'-4" 3'-1" 3'-111
2 " 4'-11
2 " 3'-1" 2'-8" 1'-10" 3'-9" 6'-0" 4'-9" 3'-11" 1'-91
2 " 4'-2" 9'-111
2 " 4'-9" 6'-11" 2'-10" 4'-0" 4'-912
" 4'-6" 3'-91
2 "
7'-51
2 " 3'-31
2 " 3'-2" 2'-7" 1'-2" 5'-0" 3'-10" 3'-9" 10'-9" 3'-2" 8'-0" 10" 2'-7" 3'-7" 16'-11" 1'-10" 18'-11" 1'-10" 8'-11" 4"
002
003
004
005
101
110
428
8'-6"
201
401
8'-0" 468 462
455 464
4 SH.
393
380 381
462
372 373
461
463 462
416
393
385382
401
8'-0"
321
006
401
8'-0" 322
351
459 460 360
355
359
451 3'-4" 5'-8" 1'-0" 2'-0" 3'-912
" 3'-5" 2'-51
2 " 1'-6" 1'-6" 401
8'-0" 2'-112
" 5
1 2
" 4'-6" 4" 4"
006
101
198
111 5'-9" 459 460 462
9 12
" 51
2 "
28'-0" 14'-0" 42'-0" 9'-9" 11'-312
" 462 2'-111
2 " 3'-6" 13'-10" 498
496
13'-11" 5" 16'-2" 2'-4" 15'-0" 42'-0" 8'-1" 18'-11" 2'-2" 18'-4" 9'-6" 52'-0" 302
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPET C HS

C HS HS C
C HS
C HS
380 HS C
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPETPRIMARY BATH AGING

IN-PLACE
9'-0" CLG. H.S. 4050 SL
6050 SL
6050 SL 3050 SH 4050 SL 4040 SL
2868
5068 BI-PASS 3068
28 SC 68 30 SC 80
6080 TEMP. GL. SLIDER
2668
2468
2468 BI-PASS 6068 2468 2668
2468
3068
16'-0" x 8'-0" SECT. GAR. DOOR
3068 SC 5" 5" PR 2668
VARIES
4" MIN. 6" MAX.
20'-0" x 20'-0" CLEAR SPACE 4050 SL*
*
*
* 2068 42'-0" 28'-0" 14'-0" 61'-6" 4'-0" 1'-6"
42'-0" 15'-0" 8'-1" 18'-11" 61'-6" 20'-6" 31'-6"
5" 16'-2" 2'-4"
442
2x4
422 7'-6"
309 6'-3" 4'-6" 2'-9" 8" SERV. 9'-0" CLG. H.S. 3'-0" 3'-3" 3'-31 2 " 464 453
5 SH.9" 401
8'-0" 2'-6"
225
252
224 226
111
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1782 A
LOWER FLOOR PLAN 1782 SQ. FT.

TOTAL 1782 SQ. FT.
2-BAY GARAGE 424 SQ. FT.

COVERED ENTRY/PORCH 63 SQ. FT. 5'-2" 10'-0" 5'-3" 11'-5" 5'-7" 10'-9" 3'-91 2 " 4'-6" 10'-9"
2468 W.I.C. 9'-0" CLG. CARPET W.I.C. 9'-0" CLG. CARPET 2468 2668 4" 4"
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 4
9'-0" CLG. CARPET 4050 SL 4050 SL*
2468 2668
3'-2" *
A4.1
-A4.1 FLOOR PLAN
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
06-26-2023
-2023009 06-26-23

C
L!V-P1318-P2 PLAN 1782 CITREA at CLOVIS CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (X'xX' Lots) 2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0"
PLAN 1782 A
FLOOR PLAN OPT. BEDRM. 4 AT DEN CONTEMPORARY SPANISH = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. FLOOR PLAN LEGEND (*) INDICATES WINDOW REQUIRED FOR EMERGENCY
ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH

DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW

SILL FROM FINISH FLOOR
3050 SH *
TEMP. GL. *
REQUIRED FLOOR CLEARANCES AT WATER 1'-3" CLOSETS -TYPICAL 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15.

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2

16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2

T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 11'-6" T.O.HEEL +18" 8'-6"
8'-0" HDR. 207 591 (2) 24X54 525 1X6 4" 4" 6" 6" 525 1X4 525 1X4 521 203 207 525 1X4 4" 525 1X6 521 521 1D3 19D3 TYP. 28 TYP. D3 TYP. 3D3 21 TYP. D3 TYP. 4D2 25D2 17D3 701 7'-6"
2'-0" 525 1X5 596 12
4 12
4 509 505 509 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 521 28D3 TYP. 2 TYP. D3 19D3 3D2 TYP. 509 509 12
4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 701 28D3 TYP. 3D2 TYP. 509 TYP. 509 TYP. 12 4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 701 28D3 TYP. 3D2 TYP. 1D3 509 TYP. 509 TYP. 509 701 1'-0" 505 12 4 12
4 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 505 STUCCO OVER SHAPED RIGID FOAM TRIM (SEE DETAIL 29/D1) 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12 RIDGE 4:12
4:12
4:12
4:12 RIDGE

VALLEY VALLEY

VALLEY VALLEY
R
4:12 3" 1'-0" 823 836 810 826 812 813 836 835 823 836 826 835 836 835 835 802 ROOF AREA: SQ. FT."A" 2269 6 LOWER VENTS 6 UPPER VENTS 835 836 25D1 26D1 26D1 25D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 25D1 1D1 25D1 29D1 838 836 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 226 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 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A4.4 -A404 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1782
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN
425 WOOD SOFFIT: HEIGHT PER ELEVATION
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'. 604 1X3 FIBER CEMENT BATTS SPACED AT 16" O.C. 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT). FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 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 SHEETS FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A4.1.
2'-0" 4'-1" 2'-0" 2'-0" 5'-6" 2'-0"
002
003
004
005
101
8'-0"
201
425 7'-6" 7'-6"
P
42'-0" 28'-0" 14'-0" 61'-6" 56'-0" 4'-0" 1'-6"
42'-0" 15'-0" 8'-1" 18'-11" 61'-6" 52'-0" 9'-6" 20'-6" 31'-6" 5" 16'-2" 2'-4" TOP BOT 521 650B
604
650B
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPET C HS

C HS HS C
C HS
C HS
380 HS C
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPETPRIMARY BATH AGING

TOTAL 1782 SQ. FT.
2-BAY GARAGE 424 SQ. FT.

COVERED ENTRY/PORCH 63 SQ. FT. A4.5
-A405 FLOOR PLAN
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
06-26-2023
-2023009 06-26-23

INTERIOR ELEVATION KEY

WALL LEGEND

LOW WALL SOFFIT LIMITS
2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS MODERN PLAN 1782B

ADDENDA

FLOOR PLAN

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
6 1
8 "T.O.HEEL 8'-0" +18" HDR. 521 203 207 525 1X4 207 8'-0" 1D3 19 TYP. D3 TYP. 3D3 21 TYP. D3 TYP. 701 7'-6" 1'-4" 602 644 1x4 604 626 521 28D3 602 1x4 602 1x4 701 3'-0" 602 1x4 26D3 650B 6D4 28D3 25D3 29D5 602 1x4
4D1 10D1 591 (2) 20x50 17D5 596 12 6.5 12 6.5 25D5 509 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 521 28D3 TYP. 2 TYP. D3 19D3 3D2 TYP. 509 509 12
4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 28D3 TYP. 3D2 TYP. 12D4602 1x6 509 TYP. 509 TYP. 12 4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 28D3 TYP. 3D2 TYP. 602 1x3 18D4 26D3 1D3 509 TYP. 509 TYP. 12
4 12
4 207 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 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'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 FIBER CEMENT TRIM(S) - SIZE PER ELEVATION 604 1x3 FIBER CEMENT BATTS SPACED AT 16" O.C. 626 OUTLOOKER ASSEMBLY - WOOD (SIZE/SHAPE PER ELEVATION) 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT). FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 701 G.I. FLASHINGELEVATION 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12 RIDGE 4:12
4:12 VALLEY
R 1'-0" 1'-0" 823 836 810 812 836 835 823 835 826 836 836 835 835 835 801 ROOF AREA: SQ. FT."A" 2269 28D1 27D1 5D1 814 826 6 LOWER VENTS 6 UPPER VENTS
VALLEY VALLEYRIDGE 17D1 836 23D1 27D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 3D1 28D1 27D1

6.5:12

6.5:12 838 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A4.6 -A406 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1782
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

INFORMATION
005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 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 SHEETS FOR ADDITIONAL NOTES AND DIMENSIONS. ADDENDA FLOOR PLAN NOTES A4.1.
1'-8" 4'-1" 2'-0"
002
003
004
005
101
8'-0"
201
422 4"
P
551
OPT. 2'-0" 551
OPT. 551
OPT. 551
OPT. 2'-0" 5'-6" 2'-0"
7'-6" 7'-6"
42'-0" 28'-0" 14'-0" 61'-6" 56'-0" 4'-0" 1'-6"
42'-0" 15'-0" 8'-1" 18'-11" 61'-6" 31'-6" 9'-6" 20'-6"
16'-2" 2'-4"
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPET C HS

C HS HS C
C HS
C HS
380 HS C
GREAT RM. 9'-0" CLG. CARPET DINING
9'-0" CLG. CARPET KITCHEN
9'-0" CLG. H.S.
2 CAR GARAGE
9'-0" CLG. CONCRETE
COVD. ENTRY
9'-0" CLG. CONCRETE
ENTRY
9'-0" CLG. H.S.

W.I.C. 9'-0" CLG. CARPET
BEDRM. 3
9'-0" CLG. CARPET
BEDRM. 2
9'-0" CLG. CARPET BATH 2
9'-0" CLG. H.S. DEN/OPT. BEDRM. 4
9'-0" CLG. CARPET

PRIMARY BDRM
9'-0" CLG. CARPETPRIMARY BATH AGING

TOTAL 1782 SQ. FT.
2-BAY GARAGE 424 SQ. FT.

COVERED ENTRY/PORCH 63 SQ. FT. A4.7
-A407 FLOOR PLAN
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
06-26-2023
-2023009 06-26-23

INTERIOR ELEVATION KEY

WALL LEGEND

LOW WALL SOFFIT LIMITS
2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PLAN 1782C

ADDENDA

FLOOR PLAN PROGRESSIVE NAPA

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
6 1
8 "T.O.HEEL +18" 8'-0" HDR. -2" 521 203 207 525 1X4 525 1x6 4" 6" 6" 4" 525 1X6 525 1X4 4" 4" 521 4" 4" 4" 4" 207 4" 4" 1X6 525 521 8'-0" 525 1X4 515525 2X2 2'-0" 2'-6" 2" 2" 591 (2) 24X60 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 25D2 3D2 16D3 701 7'-6" 596 12 6.5 12 6.5 509 509 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 521 28D3 TYP. 2 TYP. D3 19D3 3D2 TYP. 509 509 12
4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 321 521 28D3 TYP. 3D2 TYP. 509 TYP. 509 TYP. 12 4 12
4 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 8'-0" HDR. 201 521 28D3 TYP. 3D2 TYP. 8'-0" 1D3 509 TYP. 509 TYP. 12
4 12
4 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 515 -2" STUCCO RECESS. SIZE PER ELEVATION. SLOPE SILL 1/4" PER FT. MINIMUM 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING RIDGE 4:12 4:12 RIDGE 4:12
4:12
RIDGE

VALLEY VALLEY
VALLEY VALLEY 1'-0" 1'-0" RIDGE 823 812 813 836 836 835 823 835 ROOF AREA: SQ. FT."A" 2269 836 826 835 810 836 835 801 836 835 28D1 27D1 826 6 LOWER VENTS 6 UPPER VENTS 27D1 27D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 3D1 28D1 27D1

6.5:12

6.5:12 838 836 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER OPT. STONE AT PLAN B T.O.P. F.F./T.O.C. 9'-1" 22D3 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 813 STUCCO SOFFIT 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 9'-1" T.O.P. F.F./T.O.C.
6 1
8 " T.O.HEEL +18" 8'-0" HDR. -2" 551 525 4X2 3'-0"
3'-0" 23D3 29D3
5D2 596 12 6.5 12 6.5 509 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. A4.8 -A408 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: CC-WHA CC 06-26-2023-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 1782
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT PLAN 1782C ELEVATIONS AND ROOF PLAN PARTIAL FRONT AT STONE OPT. PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PROGRESSIVE NAPA PARTIAL LEFT AT OPT. STONE PARTIAL RIGHT AT OPT. STONE 378 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 006 CONCRETE STOOP - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED. LANDING SHALL HAVE A LENGTH MEASURED IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 44 "; EXCEPT IN GROUPS R-3 AND U OCCUPANCIES AND WITHIN INDIVIDUAL UNITS OF GROUP R-2 NEED NOT EXCEED 36" (U.NO.) PER CBC SECTION 1010.1.5 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. CRC SECTION 302.6. 102 ENCLOSED SPACE UNDER STAIRS THAT IS ACCESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD PER C.R.C. 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 C.R.C. SECTION R302.6, TABLE 302.6. 110 PROVIDE SOLID WOOD DOOR NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB-CORE STEEL DOOR NOT LESS THAN 1-3/8" THICK, OR 20 MINUTE FIRE-RATED DOOR. DOORS SHALL BE SELF-LATCHING AND EQUIPPED WITH OR SELF-CLOSING OR AUTOMATIC-CLOSING DEVICE PER C.R.C. SECTION R302.5.1. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 198 LOW VOLTAGE SUB PANEL. INSTALLATION IN CLOSETS IS PROHIBITED 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 226 BACKUP SUB PANEL 232 SERVICE ROOM FLOOR DRAIN - SEE DETAIL 24/D4 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 322 FORCED AIR UNIT (FAU) ATTIC INSTALLATION. SEE DETAIL 26/D4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH GARBAGE DISPOSER 359 DISHWASHER 360 SLIDE-IN RANGE/OVEN AND MICRO WITH VENT/LIGHT COMBINATION (EXHAUST VENT TO OUTSIDE). PROVIDE 24" CLEAR ABOVE RANGE/OVEN TO UNDERSIDE OF MICROWAVE VENT. 372 WASHER SPACE WITH RECESSED WATER BOX AND DRAIN PAN 373 DRYER SPACE 375 DROP-IN TUB - SIZE PER PLAN 380 TUB/ SHOWER - SIZE PER PLAN. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 381 CURTAIN ROD 382 TEMPERED GLASS SHOWER DOOR/ ENCLOSURE 385 SHOWER - PREFABRICATED PAN - 60x36 SIZE. VERIFY UNIT DIMENSIONS WITH MANUFACTURER PRIOR TO FRAMING. PROVIDE FURRING AS NECESSARY. 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. ATTIC ACCESS DOORS SHALL HAVE PERMANENTLY ATTACHED INSULATION USING ADHESIVE OR MECHANICAL FASTENERS. THE ATTIC ACCESS SHALL BE GASKETED TO PREVENT AIR LEAKAGE PER CENC 150.0(A)2 - SEE DETAIL 26/D4 422 STUCCO SOFFIT: HEIGHT PER PLAN 428 ARCHED STUCCO SOFFIT - SEE EXTERIOR ELEVATION 442 2x PONY WALL - SIZE/HEIGHT PER PLAN 444 +34"- +38" HANDRAIL (1E/D4) 445 +42" GUARD (SEE DETAIL 1F/D4) 449 +42" HIGH INTERIOR GYP. BD. WALL GUARD WITH WOOD CAP PER C.B.C. SECTION 1015.3. 451 KITCHEN ISLAND - PROVIDE APPROVED UNDERGROUND CONDUIT FOR ELECTRIC SERVICE TO ISLAND 455 LINEN 457 LINEN (LOW ONLY) 459 BASE CABINET 460 UPPER CABINET 461 WIRE SHELF 462 SHELF AND POLE - LOCATE POLE 66" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF AND POLE - LOCATE POLES 44" & 88" A.F.F., PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 464 SHELF (OR SHELVES) 468 COAT CLOSET 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT A A6.3 A A6.3 BA6.3
BA6.3 2'-5
1 2
" 4'-0" 6'-6" 1'-6" 10'-11
1 2
" 7'-9" 1'-0" 2'-0" 3'-2
1 2
" 2'-9" 1'-8" 1'-11
1 2
" 7'-8" 3'-7" 3'-4" 3'-10" 6'-8" 8 TR. @ 10" EA. 9
1 2
" 3'-1" 6" 10" 5'-0" 1'-0" 5'-10" 1'-8" 19'-3"
5'-2" 4'-0" 6'-10" 6'-10
1 2
" 6
1 2
"
8" 4'-8" 2'-0" 8'-4" 4'-4" 17'-6" 002 003 004 005 101 110428 8'-6" 201 006 101 464 4 SH. 444 462 468 102 360 459 460 359 355 459 451 460 321 006 351385 382 393 401 8'-0" 401 8'-0" 410 8" 8" 6'-5" 422 7'-6" 5" 104 4'-3" 1'-6" 401 11
1 2
" 401 8'-0" 8'-0" 3'-3
1 2
" 442 2x6 442 2x4
18'-4" 2'-2" 410
1'-11" 4'-5
12 " 111 3'-5" 2'-7"
497 496 302 4'-6" 2'-0" 309 2'-6" 1'-6" 444 2'-2" 40'-0" 47'-0" 10'-8" 4'-1" 9'-2" 4'-4
1 2
" 18'-8
1 2
" 40'-0" 13'-8
1 2
" 7'-0
1 2
" 19'-3"
47'-0" 20'-6" 7'-4" 6'-7" 6'-6" 4'-10" 5'-0" 5'-0" 20'-5" 17'-2" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. DEN/OPT. BEDRM. 5 9'-0" CLG. CARPET PANTRY 9'-0" CLG. H.S. 9" 16'-2" 2'-4" 6'-6" 5'-7" 2'-0" 19'-7" BA 3 AGING- IN-PLACE 8'-0" CLG. H.S. UP 16R 16'-0" x 8'-0" SECT. GAR. DOOR
2468
28 SC 68 HS C
C HS
C HS 30 SC 80
TEMP. GL. 2040 SH 5050 SL
2468 3050 SH 6050 FX 3050 SH 6080 TEMP. GL. SLIDER
C HS TEMP. GL. 6050 SL
3068
5" VARIES 4" MIN. 6" MAX. * 3068 SC
UP
16R 2468 225 252 224 226 111 464 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2741A LOWER FLOOR PLAN 1219 SQ. FT. UPPER FLOOR PLAN 1522 SQ. FT. TOTAL 2741 SQ. FT. 2-BAY GARAGE 427 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT.

A A6.3 A A6.3
BA6.3
BA6.3 2'-11
1 2
" 9'-1
1 2
" 7'-5" 6'-8" 6'-1"
4'-10" 5'-10" 6'-10
1 2
" 4'-1" 2'-9" 6'-7
1 2
" 6'-11" 6'-2" 6'-7" 13'-6
1 2
" 12'-9"
5'-0" 4'-1" 11'-1" 2'-0" 1'-9" 2'-4"
4'-10" 3'-0" 10" 3'-10" 4'-8" 1'-10" 4'-1" 7'-8" 3'-4" 1'-7" 4'-6" 1'-10" 4'-7" 6'-5" 5'-8" 3'-10" 11'-4" 2'-8" 2'-4" 7'-1" 1'-8" 1'-8" 1'-7" 7'-10"2'-0" 3'-4" 3'-8" 2'-6" 11'-4" 3'-4" 9'-5" 2'-7" 12'-11" 2'-1
12 " 3'-7" 14'-9
1 2
" 1'-10
1 2
" 1'-8" 2'-1
1 2
" 5'-8
1 2
" 3'-10" 5'-0" 6 TR. AT 10" EA.8" 373 372 463 463 462 462393 375 385 382401 7'-1" 462 457 464 4 SH. 393 380 381 462 411 444 461 401 7'-0" 4" 4" 401 7'-0" 462 462 322 416 449 449 1" 7'-3
1 2
" 411 60x42 SHOWER
SEAT 8" 8" 1'-2" 5'-7" 1'-11
1 2
" 1'-0" 1'-0" 4" 198341
1'-3" 6" 4'-5
1 2
" 40'-0" 12'-1" 20'-5"
47'-0" 10'-11" 10'-8" 10'-11" 12'-6" 40'-0" 13'-8
1 2
"
47'-0" 37'-8" 7'-4" 26'-3
1 2
" 7'-8" W.I.C. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. PRIMARY BDRM 8'-0" CLG. CARPET BEDRM. 2 8'-0" CLG. CARPET PRIMARY BATH 8'-0" CLG. H.S. BONUS/OPT. BEDRM. 6 8'-0" CLG. CARPET BEDRM. 3 8'-0" CLG. CARPET BEDRM. 4 8'-0" CLG. CARPET BATH 2 8'-0" CLG. H.S. 2'-0"
2'-0" 19'-7" 7'-6" 12'-9" W.I.C. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. DN 2030 SH 4050 SL 2468 2468
2668
2868 PRIMARY BDRM 8'-0" CLG. CARPET BEDRM. 2 8'-0" CLG. CARPET PRIMARY BATH 8'-0" CLG. H.S. BONUS/OPT. BEDRM. 6 8'-0" CLG. CARPET 4040 SL6068 BI-PASS 2668 2468
BI-PASS 6068 TEMP. GL. 4040 SL 6050 SL 6068 BI-PASS
2668 BEDRM. 3 8'-0" CLG. CARPET BEDRM. 4 8'-0" CLG. CARPET 4050 SL HS C 5050 SL C HS
2030 SH
2468
C HS BATH 2 8'-0" CLG. H.S. HS C
2468 2868 * *
*
* * 232 60x36 460 4'-0" 1'-4" 2668 BEDRM. 6 8'-0" CLG. CARPET 10'-10" 2'-0" 3'-7" 13'-3" 6'-71 2 5'-10 " 1
2 " 4'-5" 5068BI-PASS
2468
2468 LINEN
7'-3" 3'-7" 3'-8"
1'-11
1 2
" 6'-11" 3'-4
1 2
" 462 455 464 4 SH. 8'-0" CLG. CARPET V. LG.BEDRM. 4 8'-0" CLG. CARPET V. LG. DN 2668 ASBEDRM. 4 S5050 SL HS C 2868 449 449 3'-4"
3068 BI-PASS 5068 4'-1" 6'-8" 2'-9" 6'-5" 13'-3" 462 4'-0" COVD. ENTRY 9'-0" CLG. CONCRETE BA 3 AGING- IN-PLACE 8'-0" CLG. H.S. UP 16R 28
C HS
C HS 30 SC 80
TEMP. GL. 2040 SH 5050 SL
8 3068 *
UP
16R 2468 BEDRM. 5 8'-0" CLG. CARPET A6.1
-A6.1 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: CC -WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" PLAN 2741A FLOOR PLAN UPPER FLOOR PLAN OPT. BEDRM. 6 ILO BONUS OPT. BEDRM. 5 ILO DEN CONTEMPORARY SPANISH FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. FLOOR PLAN LEGEND (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER 1'-3" CLOSETS -TYPICAL 1'-3" MIN. 2'-0" 2'-6"MIN. 459 379 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. 8'-0" HDR. 7'-0" HDR. 8'-6" 207 591 (2) 24X60 525 1X6 4" 4" 4" 4" 525 1X4 525 1X4 521 203 207 525 1X4 4" 525 1X6 521 521 525 1X4 4" 4" 525 1X6 525 2X2 4" 4" 701 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 27D2 25D2 591 (2) 24X60 4D2 17D3 27D2 25D2 7'-6" 4" 25'-7" 12 4 12
4 12
4 30 2'-0" D2 525 1X5 596 509 509 509 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. T.G. T.G. T.G. T.G. 7'-0" HDR. 8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3
3D2 TYP. T.G. T.G. 509 701 TYP. 509 321 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. T.G.
7'-0" HDR.
8'-0" HDR. 321 521 701 28D3 TYP. 3D2TYP. 12
4 12
4 12
4 509 TYP. 509 TYP. 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'-2" HDR. 201 521 701 28D3 TYP.
3D2 TYP. 8'-6" 12
4 12
4 12
4 1D3 321 509 TYP. 1'-0" 1'-0" 505 505 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 505 STUCCO OVER SHAPED RIGID FOAM TRIM (SEE DETAIL 29/D1) 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - OMEGA DIAMOND WALL ONE COAT STUCCO ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER 'STAR R GUARD' ESR - 1566 BY 'STAR R FOAM' - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 4:12 4:12 RIDGE 4:12
4:12
4:12 VALLEY VALLEY 3" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING ROOF AREA: SQ. FT."A" 1607 4 LOWER VENTS 4 UPPER VENTS 823 810 812 813 826 826 836 835 835 836 836 835 ROOF AREA: SQ. FT."B" 53 1 VENT 25D1 26D1 26D1 25D1 4:12 ROOF AREA: SQ. FT."C" 39 1 VENT 25D1 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 802 1D1 838 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 823 MIN. 22"X30" CLEAR OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A6.4 -A604 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: CC -WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS LOW PROFILE PLAN 2741A ELEVATIONS AND ROOF PLAN CONTEMPORARY SPANISH 380
FLOOR PLAN KEY NOTES 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 A6.1 Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 005 CONCRETE GARAGE SLAB - SLOPE 1/8" PER FOOT MINIMUM IN DIRECTION INDICATED 101 THE PRIVATE GARAGE SHALL BE SEPARATED FROM THE DWELLING UNIT AND ATTIC AREA BY MEANS OF GYPSUM BOARD, NOT LESS THAN 1/2" IN THICKNESS, APPLIED TO THE GARAGE SIDE. C.B.C. SECTION 406.3.2.1. 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 422 STUCCO SOFFIT: HEIGHT PER PLAN 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'. 604 1x3 FIBER CEMENT BATTS SPACED AT 16" O.C. 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT). FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 47'-0" 10'-8" 4'-1" 9'-2" 4'-4
1 2
" 18'-8
1 2
" 40'-0" 13'-8
1 2
" 7'-0
1 2
" 19'-3"
47'-0" 17'-2" 7'-4" 6'-10" 6'-10
1 2
" 6
1 2
" 4'-6" 2'-0"
8" 9" 16'-2" 2'-4" 002 003 004 005 101 8'-0" 201 422 7'-6" 5" 40'-0" 19'-7" 20'-5" 2'-0" 4'-8" 2'-0" 8" 8" GREAT ROOM 9'-0" CLG. CARPET DINING 9'-0" CLG. H.S. KITCHEN 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONCRETE COVD. ENTRY 9'-0" CLG. CONCRETE ENTRY 9'-0" CLG. H.S. DEN/OPT. BEDRM. 5 9'-0" CLG. CARPET PANTRY 9'-0" CLG. H.S. BA 3 AGING- IN-PLACE 8'-0" CLG. H.S. UP 16R 16'-0" x 8'-0" SECT. GAR. DOOR
2468
28 SC 68 HS C
C HS
C HS 30 SC 80
TEMP. GL. 2040 SH 5050 SL
2468 3050 SH 6050 FX 3050 SH 6080 TEMP. GL. SLIDER
C HS TEMP. GL. 6050 SL
3068
5" VARIES 4" MIN. 6" MAX. * 3068 SC
UP
16R 2468 20'-6" 422 NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2741B LOWER FLOOR PLAN 1219 SQ. FT. UPPER FLOOR PLAN 1522 SQ. FT. TOTAL 2741 SQ. FT. 2-BAY GARAGE 427 SQ. FT. COVERED ENTRY/PORCH 52 SQ. FT. 40'-0" 13'-8 1 2
"
7'-4" 26'-3
1 2
" 6'-10
1 2
" 6'-10" 6'-2" 6'-7" 13'-6
1 2
" 12'-9" 411 TOP BOT 604 521 TOP 521 BOT 650B TOP BOT 521 650B W.I.C. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. PRIMARY BDRM 8'-0" CLG. CARPET BEDRM. 2 8'-0" CLG. CARPET PRIMARY BATH 8'-0" CLG. H.S. BONUS/OPT. BEDRM. 6 8'-0" CLG. CARPET BEDRM. 3 8'-0" CLG. CARPET BEDRM. 4 8'-0" CLG. CARPET BATH 2 8'-0" CLG. H.S. W.I.C. 8'-0" CLG. CARPET SERV. 8'-0" CLG. H.S. DN 2030 SH 4050 SL 2468 2468
2668
2868 PRIMARY BDRM 8'-0" CLG. CARPET BEDRM. 2 8'-0" CLG. CARPET PRIMARY BATH 8'-0" CLG. H.S. BONUS/OPT. BEDRM. 6 8'-0" CLG. CARPET 4040 SL6068 BI-PASS 2668 2468
BI-PASS 6068 TEMP. GL. 4040 SL 6050 SL 6068 BI-PASS
2668 BEDRM. 3 8'-0" CLG. CARPET BEDRM. 4 8'-0" CLG. CARPET 4050 SL HS C 5050 SL C HS
2030 SH
2468
C HS BATH 2 8'-0" CLG. H.S. HS C
2468 2868 * *
*
* *
47'-0" 40'-0" 19'-7" 20'-5"
10'-11" 10'-8" 10'-11" 12'-6" 2'-0"
47'-0"37'-8" 2'-0" 6'-7
1 2
" 6'-11" A6.5
-A6.5 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: CC -WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" PLAN 2741B ADDENDA FLOOR PLANS WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS MODERN FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 UPPER FLOOR PLAN 381 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.8'-0" HDR. 7'-0" HDR. 521 203 207 525 1X4 521 207 1X4 525 521 701 701 685 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 16D3 7'-6" 8'-0"
27'-2" 12
5 12 6.5 12 6.5 12 6.5 1'-4" 644 602 1x4 604 626 4" 602 1x4 602 1x4 701 650B 16D4 6D4 29D5
5D5 28D5
3D2 525 1X4 18D4
4D1 10D1 591 (2) 20x50 25D2 596 509 509 27D5 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. T.G. T.G.
7'-0" HDR.
8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3
3D2 TYP. T.G. T.G. T.G. T.G. 509 701 TYP. 321 509 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" HDR. 521 28D3 TYP. T.G. 8'-0" HDR. 3D2TYP. 32112
4 602 1x6 12 12
5 5 12D4 509 TYP. 509 TYP. 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. 201 521 28D3 TYP. 12 4 7018'-0" 602 1x3 602 1x6 7'-0" HDR. 3D2 TYP.
1D3 321 509 TYP. 207 Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 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'. 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 FIBER CEMENT TRIM(S) - SIZE PER ELEVATION 604 1X3 FIBER CEMENT BATTS SPACED AT 16" O.C. 626 OUTLOOKER ASSEMBLY - WOOD (SIZE/SHAPE PER ELEVATION) 644 FIBER CEMENT VERTICAL SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) ICC-ES NER-405 650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT). FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 685 STUCCO OVER DECORATIVE FOAM POT SHELF 701 G.I. FLASHINGELEVATION 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 1'-0" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING 810 812 826 835 836 835 ROOF AREA: SQ. FT."B" 53 1 VENT ROOF AREA: SQ. FT."A" 1607 4 LOWER VENTS 4 UPPER VENTS 28D1 11D1 27D1 17D1 814 826 836 835 4:12 ROOF AREA: SQ. FT."C" 39 1 VENT RIDGE 5:12
5:12
VALLEY VALLEY RIDGE 6. 6. 823 836
5:12 6. 5:12 5:12 5:12
5D1
9D1 801 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 23D1 27D1 3D1 838 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 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 IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ACCESS AND AIRFLOW CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 826 ROOF VENT - O'HAGIN "XL SERIES" CLOAKED VENT (ICC # NER-9650A) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES A6.6 -A606 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: CC-WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

C L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO SCALE: 1/4" = 1'- 0" PLAN 2741C ADDENDA FLOOR PLANS UPPER FLOOR PLAN WALL LEGEND LOW WALL SOFFIT LIMITS 2 x 6 STUD WALL 2 x 4 STUD WALL SHELF ABOVE ARCHED SOFFIT LIMITS PROGRESSIVE NAPA FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 383 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.8'-0" HDR. 7'-0" HDR. 521 203 207 525 1X4 525 1X6 4" 6" 6" 4" 525 1X6 525 1X4 4" 4" 521 4" 4" 4" 4" 207 5251x6 4" 4" 521525 1X4 4" 6" 6" 4" 525 1X4 701 701 525 1X6 685 591 (2) 24X60 25D2 29D2 1D3 19D3 TYP. 28D3 TYP. TYP. 3D3 21 TYP. D3 TYP. 29D2 25D2 591 (2) 24X60 3D2 16D3 7'-6"
8'-0"
27'-2" 12
5 12 6.5 12 6.5 12 6.5 596 509 509 509 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. T.G. T.G.
7'-0" HDR.
8'-0" HDR. 521 28D3 TYP. 3D2 TYP. 2 TYP. D3 19D3
3D2 TYP. T.G. T.G. T.G. T.G. 509 701 TYP. 321 509 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" HDR. 521 28D3 TYP. T.G. 8'-0" HDR. 3D2TYP. 321 12 12 5 12
4 5 509 TYP. 509 TYP. 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. 201 521 28D3 TYP. 8'-0" 12 4 701 7'-0" HDR. 3D2 TYP.
1D3 321 509 TYP. 207 ELEVATION KEY NOTES Name NOTE 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 "STREET ADDRESS AND NUMBERS SHALL BE POSTED PRIOR TO THE FIRST INSPECTION." ADDRESS NUMBERS SHALL BE A MINIMUM OF 4 INCHES (102 MM) HIGH WITH A MINIMUM STROKE WIDTH OF 1/2" INCH. - 2019 CRC R106.1.1, R319.1 INSTALLATION DIMENSIONS AND ADDITIONAL INFORMATION 207 COACH LIGHT LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION - PAD SUPPORTING COMPRESSOR/ CONDENSER SHALL BE A MINIMUM OF 3" ABOVE GRADE PER C.M.C. SECTION 1105.2. 509 STUCCO CONTROL JOINT - SEE DETAIL 17/D4 521 1-COAT STUCCO - INSTALL PER MANUFACTURER'S LISTING - OMEGA DIAMOND WALL ONE COAT STUCCO ICC# ESR-1194 STUCCO TYPE 1 OR 11 PORTLAND CEMENT OVER 'STAR R GUARD' ESR - 1566 BY 'STAR R FOAM' - SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION (SEE SHEET D2.0) 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 591 DECORATIVE SHUTTER (SIZE AND STYLE PER ELEVATION). SEE DETAIL 25/D2 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 685 STUCCO OVER DECORATIVE FOAM POT SHELF 701 G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. RIDGE 5:12 5:12 RIDGE 5:12
5:12
5:12
VALLEY VALLEY RIDGE 6. 6. 5:12 6. 1'-0" 1'-0" SCISSOR TRUSS FOR VOLUME CEILING 823 810 812 813 826 835 836 836 835 ROOF AREA: SQ. FT."B" 53 1 VENT ROOF AREA: SQ. FT."A" 1607 4 LOWER VENTS 4 UPPER VENTS 27D1 28D1 28D1 27D1 826 835 836 4:12 ROOF AREA: SQ. FT."C" 39 1 VENT 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR SOLAR INSTALLATION FOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 27D1 3D1 801 838 847 TYP PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER T.O.P. F.F./T.O.C. T.O.P. F.F. 9'-1" 8'-1" 22D3 2'-0" 12 6.5 509 TYP. T.O.P. F.F. T.O.P. F.F./T.O.C. 12 5 ROOF PLAN KEY NOTES Name NOTE 803 ROOFING - COMPOSITION - BY CERTAINTEED ROOFING ICC# ES ESR-3537 - IN STALL PER MANUFACTURE'S SPECIFICATIONS 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) 835 G.I. METAL GUTTER(S) - VERIFY LOICATIONS WITH INSTALLER 836 G.I. METAL DOWNSPOUT(S) - DISCHARGE TO APPROVED SITE DRAINAGE SYSTEM- VERIFY LOCATIONS WITH INSTALLER 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR HEAT PUMP SOLAR WATER HEATER 838 PHOTOVOLATIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ROOF PLAN KEY NOTES T.O.P. 9'-1" 8'-1" F.F. T.O.P. F.F./T.O.C.8'-0" HDR. 7'-0" HDR. OPT. STONE AT PLAN C 551 525 4X2 3'-0" 3'-0" 23D3 29D3
5D2 12
5 12 6.5 12 6.5 596 509 509 A6.8
-A608 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: CC-WHA CC 06-26-23-2023009 06-26-23 DO NOT SCALE PLANS 2023 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 L!V-P1318-P2
PLAN 2741
CITREA at CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D. (X'xX' Lots)
2023009- 2022 CODE UPDATE FIRST BLDG DEPT SET 06-26-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO FRONT SCALE: 1/4" = 1'-0" REAR LEFT RIGHT PLAN 2741C ELEVATIONS AND ROOF PLAN PARTIAL FRONT AT STONE OPT. PROGRESSIVE NAPA 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1 ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PROGRESSIVE NAPA PARTIAL LEFT AT OPT. STONE PARTIAL RIGHT AT OPT. STONE 384 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'-512" 2'-8" 5'-6" 1'-712" 8" 5'-812" 2'-212" 3'-5" 2'-10" 212" 3'-0" 2'-412" 3'-4" 1'-912" 10'-812" 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" 212" 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 ATTACHMENT 13 385
9'-1" T.O.P. T.O.C.
8'-1" T.O.P. F.F. 7'-0" HDR.
8'-0" HDR.
8'-1" T.O.P.
23'-2" F.F. (MAX. ALLOWED 35'-0") T.O.P. 9'-1" 7'-0" HDR. 2'-0" SILL T.O.C. 5 12 5 12
(VERIFY) -2" -2" -2" -2" -2" 3D3 21D3 203 205 525 1x4 4" 1D3 19D3 525 1x3 25D3
5D4
4D2 25D2 602 1x4 602 1x4 650B 650B 602 1x425D2 516 22D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 2'-5"
2'-6"
4D2 762 -2" -2" 205 521 521 LINE OF CEILING BEYOND 508 9'-1" 9'-1" T.O.P. F.F. T.O.P. T.O.C.
8'-1" T.O.P. F.F. 7'-0" HDR. 8'-1" T.O.P. F.F. 7'-0" HDR. T.G. 8'-0" HDR. 5 12
5 12 T.G. T.G. 5 12
2D3
3D2 OPT. 525 321 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1X3 525 OPT. 1X3 701 T.O.P. F.F. 9'-1" T.O.P. F.F. 8'-1" T.O.P. F.F.9'-1" T.O.P. F.F.8'-1" 8'-0" HDR.
7'-0" HDR. 7'-0" HDR. 5 12
5 12
2'-0" OPT. 525
3D2 25D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 1X3 525 1X3 525 T.O.P. T.O.C. 9'-1" T.O.P. F.F. 8'-1" 9'-1" T.O.P. F.F.8'-1" T.O.P. F.F.
5 12 12
5 OPT. 525 3D2 205525 1D3 25D3 1X3 511 201 1X3 525 1X3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 308 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 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT 511 RECESS BOX FOR TANKLESS WATER HEATER - INSTALL PER MFR. INSTRUCTIONS 516 DECORATIVE FOAM ACCENT - SEE DETAIL 22/D3 - ICC ESR 1566 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'. 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 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. 2019 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2019 CRC R703.63

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 386 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 PLAN 388 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

RIDGE 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 390 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

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 VALLEY
4:12 5:12 RIDGE 810 826 ROOF AREA: ' ' SQ. FT.A 80324D1 29D1 ROOF AREA: ' ' SQ. FT.B 153 ROOF AREA: ' ' SQ. FT.C 106 837 24D1 24D1 812813

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 396 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

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

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 PLAN 402 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

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 26
HS 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

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 26
HS 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

AGING-IN
PLACE 5068 BI-PASS 5068 BI-PASS OPT 2468
9'-0" CLG. TILE ** * *
11'-1112" TEMP. GL. 4050 SL A
A1.3 A
A1.3 BA1.3 8'-6"
508 1'-1112
5'-6 " 12" 2'-0" 2'-512" 2'-7" 1'-0"
2'-4" 16'-2" 1'-8" 4" 4'-0" 4" 712" 2'-6" BA1.3 4'-9" 7'-314" 7'-314" 31'-212" 18'-612" 1'-11" 8'-6" 6'-312" 9'-5" 10'-0" 2'-6" 1'-4" 9'-312" 1'-4" 8" 6'-6" 1'-4" 7" 24'-11" 3'-1" 3'-212" 5'-912" 5'-912" 2'-512" 3'-1" 2'-1012" 5'-912" 4'-812" 2'-6" 2'-6" 8'-4" 9'-0" 3'-112" 2'-912" 2'-6" 2'-6" 4'-112" 3'-1" 6'-9" 5'-434
5'-4 " 34" 3'-1112"
4'-512" 6'-7" 3'-1" 1'-712" 4" 4'-3" 10'-4" 2'-312" 5'-1" 7'-912" 2'-9 2'-8" 12" 5'-8" 3'-812" 1'-7" 4'-212" 3'-6" 8'-512" 3'-0" 3'-9" 3'-712" 5'-2" 5'-7" 3'-912"
7'-912" 3'-4" 1'-0" 2'-512" 3'-8" 4'-2"
2'-0"
3'-8" 3" 3"
3'-4" 2'-312" 10'-6"
6'-9" 2'-1012" 3'-2" 2'-2"
7" 2'-7" 312"
2'-512"
4'-8" 1'-112" 7" 2'-6" 4'-9"
5'-0" 5'-9" 2'-6" 2'-0" 2'-612"1'-0" 6'-012"
355
451
359
460 351
459
416
322
373 372
464 462
462
462 462
8'-0" 401
401 8'-0"
401 8'-0"
401 8'-0"
309
101
101
005
321
460
459
459 OPT. OPT. 356 OPT. 460 393
393
380
381
OPT.
8'-0" 8'-0"
421
004
002
455
006
110
401 8'-0"

FIREPLACE BY
"HEATILATOR" MODEL ... Z21.88-2002
422 422
465
364
2:12 SLOPE 2:12 SLOPE
382
401 8'-0"
386 68"x38" 399
442 2x6
341
508
312 4"
462
4'-8" 3'-4" 462 498 496
375 #546042BC GELCOAT TUB
30"DIA. CIRCLE PROVIDED AT SHOWER MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER

ENCLOSURE
490
201
224
225
346
228
227
252
226 3'-0" MAX
302
427
105
111 3'-0"
4" 459
460
2'-012" CLEAR

DRIVING
PATH
003
2'-112" 464 OPT 464
465 3'-0" 468
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION 1887 SQ. FT. COVERED ENTRY 44 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT.

FLOOR AREA TABLE PLAN 1887A
1887 SQ. FT. 2468 C HS 11'-312" 5'-912" 4'-3" 2'-6" 2'-1112" 5'-512" 10'-012" 5'-912" 3" 3'-8" 5'-912" 3" 4'-2" 3'-9" 5'-512" 2060
401 8'-0" 386
382
393
393 2'-6" MIN. C HS 60 50 SL TEMP. GL. 30 16 SL
3'-112" 2'-0" 2'-6" MIN. 2'-0" 2468 MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER ENCLOSURE 30"DIA. CIRCLE PROVIDED AT SHOWER
40"x40" HOT MOP
465 465
387
50x34 382 * 4068 BI-PASS 462
HS C C HS 455 2468 2668 2468 401 8'-0" 1'-912" 4'-9" 1'-1112" 2" 3'-0" 2"

FURTHER INFORMATION
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 (WALL ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 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. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED
226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 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 341 18"x8" MAKE-UP AIR VENT ABOVE DOOR (100 SQ IN MIN). UNDER-CUT THE DOOR 1 INCH 344 WHOLE HOUSE EXHAUST FAN PER 2019 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 356 VEGETABLE SINK
359 DISHWASHER
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 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 SHATTERPROOF ENCLOSURE/SHOWER DOOR (MIN. 22" WIDTH) 386 SHOWER - PREFABRICATED STALL (30" DIA CIRCLE PROVIDED) - SIZE PER PLAN (MIN. 1,024 S.I. FLOOR AREA) 387 SHOWER - HOT MOP - SIZE PER PLAN (MIN. 1,024 S.I. FLOOR AREA) 392 PEDESTAL SINK 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 14 " TO DRAIN. 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 - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES
465 VANITY
468 COAT CLOSET 490 BATHTUB REINFORCEMENT TO BE CONTINUOUS ON EACH SIDE OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 496 SHOWER REINFORCEMENT TO BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. ACTUAL GRAB BARS NOT REQUIRED PER CODE 498 WATER CLOSET REINFORCEMENT TO BE INSTALLED ON BOTH SIDES WALLS OF THE FIXTURE, OR ON ONE SIDE WALL AND THE BACK WALL. ACTUAL GRAB BARS NOT REQUIRED PER CODE 508 WATERPROOF STUCCO SHELF - SLOPE 1/4" PER FOOT LOWER FLOOR PLAN FLOOR AREA TABLE PLAN 1887A

COVERED ENTRY GARAGE
TOTAL SQ. FT. REAR PATIO
STANDARD PLAN W/MULTI-GEN SUITE WITH BATH 2B AND BATH 3 1,887 SQ. FT. 429 SQ. FT. 102 SQ. FT. 44 SQ. FT. PLAN 1887B PLAN 1887C 27 SQ. FT. 102 SQ. FT. 102 SQ. FT. 44 SQ. FT. PLAN 1887D 102 SQ. FT. 27 SQ. FT. 1,887102 SQ. FT. 27 SQ. FT. PLAN 1887E SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 SQ. FT. 1,887 SQ. FT. 429 SQ. FT. 1,887 2468 6050 SL TEMP. GL. 3016 SL C HS 24 2468 68 C HS * 26 68 HS C 4068 BI-PASS 10'-512" 3'-11" 462
401 8'-0" 6'-812" 3'-0" 5'-912" 4'-3" 2'-2" 3'-0" 3'-6" 2'-1112" 2'-6" 4'-812" 5'-9" 3'-11"
455 393
465
380
381
462 2'-10" 3'-1012" 2" 2" 401 8'-0" 401 8'-0"
A1.1.1
MH
A1..1.1
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

FLOOR PLAN & OPTIONS
= 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR

EMERGENCY ESCAPE AND RESCUE WINDOW
TO MEET THE REQUIREMENTS OF CRC R310

1. 5.7 SQUARE FEET NET CLEAR OPENING

SIZE REQUIRED FOR MINIMUM EGRESS

2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION

3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION

4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH *
TEMP. GL. *

REQUIRED FLOOR CLEARANCES AT WATER
CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN.

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2

18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6
SEE SHEET A1.1.3 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 ATTACHMENT 14
AGENDA ITEM NO. 13.
2468 C HS 11'-312" 13'-1" 5'-912" 5'-6" 4'-10" 8'-3" 4'-3" 2'-6" 2'-1112" 10" 5'-512" 10'-012" 5'-912" 7'-10" 5'-4" 2'-6" 14'-612" 4'-8" 6'-4" 712" 1'-8" 5'-6" 4'-412" 3'-10"
3'-912" 6'-3" 4'-6" 3'-9" 2'-2"
10'-9"
3" 5'-512" 5'-912"
INT. ACCESS 5'-8" 2'-10" 3" 4'-2"
HS C 2'-6" 3'-1" 3'-9" 5'-512" HS C 2060
26 50 SH 26 50 SH
462 455
401 8'-0"
5" 5"
386
382
393
393 2'-6" MIN. C HS 60 50 SL 40 50 SL TEMP. GL. 30 16 SL 30 50 SH OPT. MULTI-GENERAL 70'-0" 8'-6" 455 2468 7" 3'-112" 2'-0" 2'-6" MIN. 2'-0" 3'-0" 2'-1112" 3'-712" 50 68 BI-PASS 2668 2668 2468 2468 3080 SC
2880 SC
MIN. 22" WIDTH TEMP. GL. DOOR & SHOWER
ENCLOSURE 30"DIA. CIRCLE PROVIDED AT SHOWER
40"x40" HOT MOP
465 465
387
50x34 382 ***
VARIES
4" MIN. 7 3/4" MAX.
50 68 BI-PASS 462
50 68 BI-PASS 462 455
455 30 SC 80 26 68 26 68 2868 2868
LINEN 40 50 SL 40 50 SL
LINEN 26 68 HS C
INT. ACCESS 30 SC 80 26 68 HS C 5'-0" 5'-0" 26 68 26 68 30 SC 8050 68 BI-PASS HS C 40 50 SL 60 50 SL FX 30 50 8'-512" 28 80 OPTIONAL INT. ACCESS LINEN
462 455
36 50 SH 30 50 SH28 80 OPTIONAL
14'-1012" 14'-612" 7" 6'-0" 11'-7" 712" 2'-6" 10" 6'-0" 7" 28 80 OPTIONAL 40 50 SL 30 50 SH 11'-7" 11'-7" 5" 5" 5"
50 68 BI-PASS 462 455 26 68 2868 40 50 SL
LINEN 30 SC 80 26 68 HS C 5'-0" 6'-0" 7" 28 80 OPTIONAL 30 50 SH 11'-7" 5" 30 50 SH 30 50 SH 14'-612" 5'-7" 3'-6" 5'-512"

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 375 DROP-IN TUB - SIZE PER PLAN
382 SHATTER PROOF SHOWER DOOR/ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 44"X44" (MIN. 1,024 S.I. FLOOR AREA) 387 SHOWER - HOT MOP. SIZE PER PLAN. (MIN. 1,024 S.I. FLOOR AREA) 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 401 INTERIOR SOFFIT(S)/ DROPPED CEILING(S): HEIGHT PER PLAN 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 PLAN 455 LINEN
462 WIRE SHELF AND POLE - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY
465 VANITY
A1.1.2
MH
A1..1.2
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

FLOOR PLAN OPTIONS
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'B'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 &
3 AT PLAN 'C'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'D'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'A'
OPT. MULTI-GENERAL
SUITE ILO BDRMS 2 & 3

AT PLAN 'E'

FLOOR PLAN NOTES

1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL

INFORMATION AND CLEARANCES

THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1

16. 17.

18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6
AGENDA ITEM NO. 13.
16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
60 50 SL FX 30 50 70'-10" 10'-6" 70'-10" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 5'-4" 2'-1"
3'-7" 7'-312
" 1'-8" 4" 4'-0" 4" 3'-8" 2'-6" 10" 7'-10"
551 8'-6" 7
1 2
" 421
004
005
002
003 508 OPT. 8'-5" 10"
7 1
2 " 2'-4" 16'-2"
422 *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887B
1887 SQ. FT. COVERED ENTRY 44 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT. 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 3050 SH 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
*
36 50 SH 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
7'-31
4 " 4" 1'-8" 4" 4'-0" 7'-31
4 " 1'-10" 6'-0"
8'-6"
421
004
005
002
003
428 2'-2" 8'-4"
TOP
521 650B BOT 7
1 2
" 2'-4" 16'-2" *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887C
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 SQ. FT.

FURTHER INFORMATION
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. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12
508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT

FURTHER INFORMATION
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
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
650B FIBER CEMENT LAP SIDING - 5/16" THICK 'HARDIPLANK' (OR EQUIVALENT. FINISH: SELECT CEDARMILL. EXPOSURE: 6" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 16'-0" x 8'-0" SECT. GAR. DOOR 30 SC 80 2668 26 SC 68
2668SC 20 3050 SH 4050 SL TEMP. GL. 3016 SL VARIES 4" MIN. 7" MAX. 5" 201 4068 BI-PASS
4068 BI-PASS
C HS

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
*
40 50 SL 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
1'-8" 4" 4'-0" 4" 7'-3" 7'-312
" 1'-10" 6'-0"
3'-9" 3'-9" 551
8'-0"
421
005
002
003
508 OPT.
551 OPT. 004 8'-4" 2'-2" 8"
422 *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887D
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

C HS HS C
20'-2-1/2" x 20'-0" CLEAR SPACE 2668 24 2468 68 C HS *
* 70'-0" 10'-6" 70'-0" 51'-8"
40'-0" 14'-61
2 19'-1 " 1
2 " 6'-4" 7'-10"
1'-8" 4" 4'-0" 4" 5'-7" 5'-512
" 1'-10" 6'-0"
2'-9" 2'-9"
8'-0"
421
005
002
003
508
004 8'-4" 2'-2" 6" 30 50 SH 30 50 SH
3'-6"
521
535
LOW
HIGH
422 * *
LOWER FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 1887E
1887 SQ. FT. COVERED ENTRY 27 SQ. FT. GARAGE 429 SQ. FT. TOTAL REAR PATIO 102 SQ. FT. 1887 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR

FURTHER INFORMATION
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
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
535 BATT & BOARD WALL FINISH
551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. BY 'EL DORADO STONE' ICC-ES ER-3568. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12
508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT
A1.1.3
MH
A1.1.3
DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 1887B, C, D & E

ADDENDA FLOOR PLANS
AGENDA ITEM NO. 13.

T.O.P.

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

F.F./T.O.C. -2" -2" 521 1D3
19D3 3D3
21D325D3
25D2
26D4
AT SOFFIT 762

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
602 1x4
525 1x3
27D1
203
205
521 29D5 508 2'-7" 8'-6" SOFFIT 12 4
12 4
16D3
525
1X4
654 18'-9" ±698 AT WALL 536
509
TYP. 509
596
205
RIDGE RIDGE RIDGE RIDGE 4:12 4:12
4:12
4:12 4:12 4:12 4:12 4:12 VALLEY VALLEY VALLEY VALLEY VALLEY VALLEY 25D1 802
810
ROOF AREA: ' ' SQ. FT.A
2,469
16D3
812
813
813 812 813
813
826
1'-0" 26D1
27D1
ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
2'-8" 2'-8"
6 HIGH VENTS
6 LOW VENTS
837
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838

PROVIDE ROUTE FOR

SOLAR HEAT PUMP WATER HEATER
823
847
823 823

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 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 25D4

AT SOFFIT
509
205 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
25D4
AT SOFFIT2D3 AT DR OPT
698 536
509
TYP.
509
TYP. 509
TYP. 006
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. 536
509
TYP.
509
TYP. 509
TYP. 321

ROOF PLAN KEY NOTES
Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE CONCRETE - 'S' TILE - BY EAGLE ROOFING ICC# ESR 1900 810 LINE OF WALL BELOW
812 STUCCO CEILING
813 STUCCO SOFFIT 823 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) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
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 LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 516 DECORATIVE FOAM ACCENT - SEE DETAIL 24/D4
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 602 WOOD TRIM(S) - SIZE PER ELEVATION
654 FIBER CEMENT SHIPLAP PANELING 5/8" THICK (OR EQUIVALENT). FINISH: SMOOTH TEXTURE. EXPOSURE 7" (INSTALLATION PER MANUFACTURER'S INSTRUCTIONS) 698 ROOF TO WALL G.I. FLASHING 701 G.I. FLASHING
762 CLASS 'A' ROOFING - CONCRETE - 'S' 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. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

DO NOT SCALE PLANS
2023 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 L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.4
MH
A1.4
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 6, 7 AND 8, 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS

LOW PROFILE
PLAN 1887A EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 13.

T.O.P.

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

F.F./T.O.C. 1D3
19D3
3D321D3
25D3
27D4

AT SOFFIT
525 1x3
203
205
525 1x4
602 2x6
602 2x4
521
650B
761
-3.5" +0" 2'-8" 1'-0" 8'-6" 16D5
12 4 12 4
5D225D3
525 1x3
602 2x4
508 +10" +0" +10" +0" 7D5
19D4
INSIDE CORNER 15'-0"
701 16'-10" ±
698
509
TYP. 596

HIP HIP HIP HIP
VALLEY
VALLEY
VALLEY RIDGE 4:124:12 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
2,459
810
24D1
28D1
826
1'-0" 1'-0"

PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER
PROVIDE 1" CONDUIT FROM THE

ELECTRIC PANEL TO LOCATION IN
ATTIC FOR PV SOLAR INSTALLATION 801 7'-0" 1'-6" 1'-6" ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 812 813
16D5
6 HIGH VENTS
6 LOW VENTS
837
838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 823
823
823
847
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 12 4
321
25D4

AT SOFFIT
509
T.O.P.

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

F.F./T.O.C. 25 201 D3
3D2 15'-0"
T.G. T.G.
12 4
25D4
AT SOFFIT2D3 AT DR OPT
698
698
509
TYP. 509
TYP. 205 1D3
006
321
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3 9'-1" 9'-1"
12 4
T.G. T.G. 602 2x8
602 2x4
525 2x3
698
509
TYP. 509
TYP.

T.G. T.G. 321

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 PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
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 LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
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) 698 ROOF TO WALL G.I. FLASHING 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. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 T.O.P.

F.F./T.O.C. 9'-1"
201 15'-0"
701
5D21D319D3
3D321D3
25D3
27D4

AT SOFFIT
27D3
525 1x3
203
205
525 1x4
602 2x8
602 2x4
551
521
650B
761
-3.5" +0"
508 17D5
28D5
T.O.P.

F.F./T.O.C.
701 9'-1"
T.O.P.

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

F.F./T.O.C. 2'-8" 1'-0" 8'-6"
12 4 12 4
602 2x4
525 4x4 +10" +0"
5D4

INSIDE CORNER
701
551
602 2x8602 2x4
701
5D2
5D4

INSIDE CORNER
551
698
701
509
TYP.

DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.5
MH
13052A1.5
2x8 2x8 1'-0" 1 D1.1 CONCRETE FLAT TILE 1'-0"
ELEVATION REFERENCE: B ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES MODERN

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887B EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 13.

RIDGE RIDGE RIDGE
4:12
4:12 4:12 4:12 4:12 4:12 RIDGE 4:12 4:12 VALLEY VALLEY RIDGE 4:12 4:12 812
813 813
813
812
813
24D128D1
ROOF AREA: ' ' SQ. FT.A
2,447 810
826

VALLEY VALLEY

VALLEY VALLEY
1'-6" 1'-6"
24D1
30D1
837 801
ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS

PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER
PROVIDE 1" CONDUIT

FROM THE ELECTRIC

PANEL TO LOCATION IN

ATTIC FOR PV SOLAR
INSTALLATION 838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847
823
823 823
T.O.P.

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

F.F./T.O.C.

GRID 36 50
4:12
4:12
4:12 2'-8"
5D21D4
1D319D3
3D321D3
25D3
26D4
25D3
602 2x4
602 2x4
701 20D4
525 1x3
203
205
525 1x4
650B
521
761 3'-0" 18'-9" ± 8'-6"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 4
701
698
509
TYP. 596

STORIES/ GRADE
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C.
60 GRID50
4:124:124:12 4:12
80 80 SLIDER T.G. T.G.

GRID 80 50
2D33D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
25D4

AT SOFFIT
509
4:124:12
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 50GRID 20 50
3D225D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
25D4
AT SOFFIT2D3 AT DR OPT
20D4
602 2x4 3'-0"
698
698
509
TYP.
509
TYP. 509
TYP. GARAGE
26 68 205 1D3
006
321

STORIES/ GRADE
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C.
4:12
GRID 30 50 40GRID50 60GRID50
4:12 GRID 20 50
GRID 20 50
3D225D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
26 GRID20 T.G. T.G. 20D4
602 2x4 3'-0"
509
TYP.
509
TYP. 509
TYP.
40 GRID 30 50GRID16 T.G. T.G. 321

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" 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) 837 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY
847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
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 LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4
521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
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) 698 ROOF TO WALL G.I. FLASHING 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. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.6
MH
A1.6

PROGRESSIVE NAPA
2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 1 D1.1
ELEVATION REFERENCE: C ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887C EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 13.

T.O.P.

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

F.F./T.O.C. 2'-8" 1D3
19D325D3
6D4
525 1x3
203
205
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12

6.5 525
1x6 626 23D4
4D3
3D321D3
508
525
1x6 2" 4" 2" 4" 5251x6 3D2
525 1x3
525 1x3
698
698
509
TYP. 596 RIDGE RIDGE 4:12 4:12 4:12 4:12

VALLEY VALLEY
VALLEY VALLEY 837
810
ROOF AREA: ' ' SQ. FT.A
2,447
813 812 813
813
826

PROVIDE ROUTE FOR
SOLAR HEAT PUMP WATER HEATER 801
812
813
VALLEY VALLEY 6.5:12 RIDGE 6.5:12 6.5:12 RIDGE 30D1
30D1
24D1
24D1
24D1
24D1
RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 851
838

FOR SOLAR PHOTOVOLTAIC PANELS

LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 847
823
823
823
T.O.P.

F.F./T.O.C. F.F./T.O.C. T.G. T.G. 2D3
3D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
T.O.P. 25D4

AT SOFFIT
509
T.O.P. 9'-1" 9'-1"T.O.P.

F.F./T.O.C. 3D2
25D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
F.F./T.O.C.
25D4
AT SOFFIT2D3 AT DR OPT 321
698
698
509
TYP.
509
TYP. 509
TYP. 205 1D3
321
006
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
T.G. T.G.
321
509
TYP.
509
TYP. 509
TYP.

T.G. T.G. 321

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

F.F./T.O.C. 2'-8" 1D3
19D325D3
6D4
701
525 1x3
203
205
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12

6.5 T.O.P.

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

F.F./T.O.C. 201 9'-1"
27D3
551 6'-0"
551
508 10D3
3D321D3
626 23D4
525
1x6 2" 4" 2" 4" 1x6 525 3D2
14D4
525
4x4

RAISED PLATE
525
4x4 6'-0" 14D4
525
4x4 2'-8"
525
1x3 698
701
698
509
TYP.

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
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 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
626 OUTLOOKER ASSEMBLY - WOOD (SIZE PER ELEVATION) 698 ROOF TO WALL G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2019 CRC R703.63 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE.

DATE REVISIONSNO. DESCRIPTION
PROJECT MANAGER : DESIGNER : DRAWN BY : REVIEWED BY : 1ST BLDG. DEPT. SUBMITTAL :

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

CC
-WHA CC
xx-xx-xx
-2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

C
L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.7
MH
A1.7
COTTAGE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1
ELEVATION REFERENCE: D ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS PLAN 1887D EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 13.

T.O.P.

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

F.F./T.O.C. 3'-1" 1D3
19D325D3
XXD4
525 1x3
203
521
761 2'-8" 18'-9" ± 8'-0"
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 12 8 4D3 3D3 21D3
508 3D2525 1x3
525 1x3
698
698 11D4
701
535 537
TYP TYP 206
595
2x4 601
601
2x4 5'-4" 28 D4.0
629 8'-0" BOT OF BM 3'-2" 2" 8"10" 596
509
TYP. RIDGE RIDGE 4:12 4:12 4:12 4:12 VALLEY VALLEY VALLEY VALLEY 837 810
ROOF AREA: ' ' SQ. FT.A
2,447
813 812 813
813
826
801
812
813 VALLEY VALLEY RIDGE 8:12 8:12 RIDGE 30D1
30D1
24D1
24D1
24D1
24D1
RIDGE ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85
6 HIGH VENTS
6 LOW VENTS 850
PROVIDE 1" CONDUIT FROM

THE ELECTRIC PANEL TO
LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 8:12 HIGH ROOF 4:12
4:12

PROVIDE ROUTE FOR
SOLAR HEAT PUMP WATER HEATER 838
823 823
823
847
11D4

LOW ROOF
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. T.G. T.G. 2D3 3D2
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1"

DASHED LINE INDICATES CEILING
BEYOND 12 4
321
25D4

AT SOFFIT
509
T.O.P. 9'-1" 9'-1"T.O.P.

F.F./T.O.C. 3D2
25D3
201

PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS
T.G. T.G.
12 4
F.F./T.O.C.
25D4
AT SOFFIT2D3 AT DR OPT 321
698
698
28 D4.012 D4.0 18D3
537 535
509
TYP.
509
TYP. 509
TYP. 205 1D3
006
321
T.O.P.

F.F./T.O.C.

T.O.P.

F.F./T.O.C. 3D2
25D3
PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 9'-1" 9'-1" 12 4
T.G. T.G.
321
509
TYP.
509
TYP. 509
TYP.

T.G. T.G. 321

ELEVATION KEY NOTES
Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER

FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED
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 LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 206 DECORATIVE WALL SCONCE - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 509 STUCCO CONTROL JOINT - SEE DETAIL 24/D4 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING
525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 535 CEMENTITOUS VERTICAL PANEL OVER 2 LAYERS BUILDING PAPER OVER 1/2" PLYWOOD SHEATHING OVER EPS FOAM BOARD OVER BUILDING PAPER. NOTE: EPS FOAM BOARD MAY BE OMITTED AT NON HABITABLE SPACES PROVIDED THE WALL PLANES OUT 537 1x3 WOD BATTS AT 16" O.C. 595 DECORATIVE GARAGE DOOR TEMPERED GLASS WINDOWS 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS
601 WOOD TRIM - SIZE PER ELEVATION
629 KNEE BRACE-OUTLOOKER WOOD ASSEMBLY (SIZE PER DETAIL) 698 ROOF TO WALL G.I. FLASHING 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. 2022 CBC 1405.13.2 NOTE: 2 LAYERS OF OF GRADE 'D' BUILDING PAPER IS REQUIRED TO BE INSTALLED OVER ROOF WOOD SHEATHING. 2022 CRC R703.63 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE.

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

CC-WHA CC
xx-xx-xx -2023010 02-23-23 CLOVIS, CALIFORNIA WILSON HOMES FRESNO, CALIFORNIA TRACT NUMBER: 6205 PROJECT TYPE: S.F.D. (XX'xXX' Lots) 2023011- PROGRESS SET 02-23-2023

DO NOT SCALE PLANS
2023 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 L!V-P1318-P2 PLAN 1887 REGENT PARK at Clovis
ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.8
MH
A1.8
PROGRESSIVE FARMHOUSE 2x6 2x6 1'-0" 1'-0" CONCRETE FLAT TILE 3 D1.1 ELEVATION REFERENCE: E ELEVATION STYLE: ROOF MATERIAL STANDARD ROOF DETAIL U.N.O. FASCIA - BARGE - OVERHANG DIM. - U.N.O. U.N.O. U.N.O. EAVE RAKE ROOF PLAN SCALE: 1/8" = 1'-0" "EAGLE ROOFING" ICC# ESR-1900 ROOF PLAN NOTES

SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS 1'-6"
PLAN 1887E EXTERIOR

ELEVATIONS & ROOF
PLAN
AGENDA ITEM NO. 13.

AA1.3
BA1.3BA1.3
AA1.3 003 PRIMARY BDRM. VOL. CLG. CARPET 2:12 SLOPE 2:12 SLOPE 6'-0" 2'-0"
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. 28 SC 68 2868 2468 2468 2468 3068 3068 2668 16'-0" x 8'-0" SECT. GAR. DOOR 40'-0" 15'-2" 24'-10" 70'-0" 5'-8" 64'-4"
70'-0" 40'-0" 14'-0"
62'-0" GREAT RM. 9'-0" CLG. H.S REAR PATIO 9'-0" STUCCO CLG. CONC. PRIMARY BATH 9'-0" CLG. H.S. W.I.C. 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S. BDRM. 3 9'-0" CLG. CARPET KITCHEN 9'-0" CLG. H.S. PANTRY 9'-0" CLG. H.S. SERV. 9'-0" CLG. H.S.BATH 3 9'-0" CLG. H.S. BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S 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 AGING-IN PLACE 9'-0" CLG. H.S.

C HS C HS HS C
C HS
VARIES
4" MIN. 7" MAX.
5"
5" TECH 9'-0" CLG. H.S.

C HSC HS

C HS HS C
30 SC 80
20'-5" x 20'-2 1/2" CLEAR SPACE
OMIT WINDOW AT PANTRY OPT. SC 3050 SH 3050 SH
6'-0" 2'-0" 18'-11" 7'-1"
BI-PASS 5068 * *
*
*
* 428 8'-6" 428 8'-0" 10" 5"1'-3" 3'-0" 2'-7"
10"
20'-6" 18'-7" 7'-7"
14'-4" 7'-7"
1'-11" 11'-4" 6'-5" 9'-5" 5'-8" 5'-8" 6'-5" 3'-0" 2'-0" 10'-0" 2'-4" 12'-10" 12'-0" 1'-4" 9'-4" 1'-4" 12'-3" 3'-1" 2'-8
1 2
" 5'-4" 2'-9
1 2
" 3'-4" 18'-8" 12'-6
1 2
" 5'-5
1 2
" 2'-9" 1'-0" 5'-4" 2'-9" 5'-6
1 2
" 10'-5
1 2
" 7" 3'-9" 1'-4" 2'-5" 16'-2" 4" 2'-9" 3'-10" 6" 2'-10" 3'-7" 3'-6" 4'-1" 14'-4"
7'-6" 2'-2" 2'-0" 6'-4" 6'-6" 6'-0" 6'-0" 4'-8" 3'-0" 2'-8" 10" 3'-10" 5'-8"
7" 7" 7"
4'-1
1 2
"
5'-9" 2'-5
1 2
" 5'-10" 3'-9" 2'-0" 7'-3
1 2
" 6'-5" 7'-7" 1'-9" 1'-10" 3'-3
1 2
" 6
1 2
" 1'-4" 5'-3
1 2
" 3'-9" 3'-0" 2'-9
1 2
" 5'-7" 8
1 2
" 5" 4'-0" 4" 3'-9"
1'-3
1 2
"1'-0" 30" MIN. 2'-0" MIN.1'-3" 30" MIN.2'-0" MIN. 4'-8" 2'-3 1 2
" 2'-0" 1'-9
1 2
" 6'-2
1 2
" 3'-8" 3'-1" 5'-1
1 2
"
5'-3
1 2
" 4'-1
1 2
" 1'-5" 3'-1" 5'-0" 6'-5" 5" 5" 4'-0" 4'-9
1 2 1'-10 " 1
2 " 11'-4" 3'-2" 2'-7" 2'-11" 6'-7" 2'-0
1 2
" 4'-10" 30" MIN.2'-0" MIN. 1'-3" 2'-1
1 2
" CLEAR DRIVING PATH 3'-3
1 2
" 5'-1" 3'-3
1 2
" 2'-6" 2'-6" 2'-10" 1'-3
1 2
" 3'-3" 3'-4" 3'-1
1 2
"
6'-4"
10'-8" 451 355 359 321 421 004 351 460 459 401 8'-0" 110 101 101 005 002 006 380 381 393 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 401 8'-0" 462 462
462
462
462 462
462 464 459 460 393 393 386 382 44"x44" 375 #546042BC GELCOAT TUB 386 382 455 48"x36" 372 373 459 460 OPT. FIREPLACE BY "HEATILATOR" MODEL xxx ANSI Z21.88-2002 8'-0" 421 8'-0" 416 322 422 422 465 364454 465 004 399 341 312 309 302 111 105 465 468 490 442 2x6 2" 201 224 225 346 228 227 252 226 3'-0" MAX OPT 464 497 427 5'-5
1 2
" 6'-3" 14'-4" FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007A 2007 SQ. FT. COVERED ENTRY 54 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 7'-0" 8" 3'-3" 2'-6
1 2
" 4" 8'-0" 401 8'-0" 401 BUTLER'S 9'-0" CLG. H.S. DINING 9'-0" CLG. CARPET C HS HS C 5'-3
1 2
" 2'-7" 2046 SH 5050 SL 2468 2468 2468 3068 PANTRY 9'-0" CLG. H.S. BATH 2 AGING-IN HS C OMIT WINDOW AT PANTRY OPT. * 2'-8
1 2
" 459
2046 SH 5050 SL TEMP. GL. 3016 SL
SC 2868 2468 3068
TRY
G. SERV. ENTRY 9'-0" CLG. H.S.

G. BATH 2 AGING-IN PLACE 9'-0" CLG. H.S.
4" MIN. 7" MAX. 5" TECH 9'-0" CLG. H.S.
30 SC 80
OMIT WINDOW AT PANTRY OPT. 3050 SH 3050 SH * *
* 2668
2468
2468
2668 6'-5" HS C 3050 SH 3050 SH
462 459 BEDRM. 4a 9'-0" CLG. CARPET
10'-5
1 2
" 5'-6
1 2
" 5'-4" INT. ACCESS LIVING 9'-0" CLG. CARPET C HS HS C HALL 9'-0" CLG. H.S C HS 5'-2
1 2
" 2'-3" 4'-9
1 2
" 2'-9" 3'-10" 6" 6'-5" 4'-1" 21'-1" 3'-6"
2868 4'-8" 3'-11" PANTRY 9'-0" CLG. H.S. 9'-10
1 2
" 3'-4
1 2
"
5'-10" 2'-0"
10'-8" 1'-0" 5'-4"
2468 462 455
3'-7" 6'-6" 462
2046 SH 5050 SL 68 2468 68 3068 PANTRY 9'-0" CLG. H.S. BATH 2 AGING-IN HS C TECH 9'-0" CLG. H.S. OMIT WINDOW AT PANTRY OPT. * BEDRM. 4 9'-0" CLG. 2'-7" CARPET 9'-10 1 2
" C HS
10'-8" 1'-6
1 2
" 1'-0" 5'-0" 6'-5" 5'-4" 5'-4"
BI-PASS 5068 2668
1'-8
1 2
" 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 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 (WALL ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE BY MEANS OF A MIN. 1/2" GYP. BD., OR EQUIVALENT, APPLIED TO THE GARAGE SIDE 105 GARAGE AND/OR CARPORT ATTIC (CEILING ASSEMBLY USED FOR SEPARATION) SHALL BE SEPARATED FROM THE RESIDENCE'S ATTIC BY A MIN. 5/8" TYPE 'X' GYP. BD., OR EQUIVALENT. 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. 111 EGRESS DOOR TO PROVIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES WHERE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 224 LOCATION OF SYSTEM ISOLATION/TRANSFER SWITCH (MOUNTED NOT RECESSED). INSTALL WITHIN 3 FEET OF MAIN PANEL BOARD PER CENC 150.0(S)4 225 14"X14" PV CIRCUIT PANEL. NO PROTECTION REQUIRED 226 ACCESS PANEL 227 BACKUP SUB PANEL 228 SPLICE BOX 252 SOLAR READY BOX 302 HYBRID ELECTRIC HEAT PUMP WATER HEATER. (18" PLATFORM NOT REQUIRED BUT MAY BE PROVIDED FOR CONDENSATE LINE DRAINAGE PURPOSES). PROTECT FROM DAMAGE PER CPC SECTION 507.13.1. SEISMIC PROVISIONS PER CPC SECTION 507.2. WATER SYS. PIPING & INSUL. FOR PIPING AND TANKS PER Cenc 150.0 (i) & WATER HEATING SYSTEMS PER Cenc 150.0(n) 309 TEMPERATURE AND PRESSURE RELIEF VALVE: DISCHARGE LINE TO THE OUTSIDE PER CPC SECTION 608.5 312 METAL FIREPLACE (ELECTRIC APPLIANCE) - HEIGHT PER PLAN - INSTALL PER MANUFACTURER'S INSTRUCTIONS. MANUFACTURER, MODEL NUMBER AND APPROVAL LISTING PER PLAN. 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 - UNDER-CUT THE DOOR 1 INCH 344 WHOLE-BUILDING VENTILATION FAN PER ASHRAE 62.2, SECTION 4 PER CEnC 150.0(o). 346 LOCATION OF ENERGY STORAE SYSTEM (ESS) PER CENC. 150.0(S). LOCATION PER CRC SECTION 328.3.1 AND R328.4 351 REFRIGERATOR SPACE WITH RECESSED COLD WATER BOX 355 SINK WITH FOOD DISPOSER 359 DISHWASHER 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. 2022 CMC 921.3.2 & 921.4.3 372 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 SHATTERPROOF SHOWER DOOR (MIN. 22" WIDTH)/ ENCLOSURE 386 SHOWER - PREFABRICATED STALL - 36"X60"X76" MODEL 1603DTS - GELCOAT SURFACE - BY AQUATIC. (MIN. 1,024 S.I. FLOOR AREA) 393 TOILET - PROVIDE MINIMUM 24"x30" CLEAR FLOOR AREA IN FRONT OF TOILET 399 24" x 16" SHAMPOO TRAY. BOTTOM OF TRAY AT 48" - SLOPE 1 4" TO DRAIN. 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 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 - LOCATE POLE 66" A.F.F.; PROVIDE 2x6 BLOCKING WITHIN STUD BAY AT EACH END & AT CENTER OF POLE FOR HARDWARE. VERIFY SHELF BRACKET LOCATIONS & PROVIDE CONCEALED 2x BLOCKING ACCORDINGLY 463 DOUBLE SHELF & POLE 464 WIRE SHELF/SHELVES 465 VANITY 468 COAT CLOSET 490 BATHTUB REINFORCEMENT TO BE CONTINUOUS ON EACH SIDE OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM 497 WATER CLOSET REINFORCEMENT TO BE FLOOR-MOUNTED OR FOLDAWAY OR SIMILAR ALTERNATIVE GRAB BAR REINFORCEMENT TO BE PROVIDED IN ADDITION TO THE BACK WALL REINFORCEMENT. ACTUAL GRAB BARS NOT REQUIRED PER CODE 2'-7" 2468 2468HS C * 2'-8
1 2
"
2468 464
462 A1.1.1 MH A1.1.1 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 -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 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 REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 2007A FLOOR & FLOOR PLAN OPTIONS = 2 x 4 D.F. #2 AT 16" O.C. = 2 x 6 D.F. #2 AT 16" O.C. (*) INDICATES WINDOW REQUIRED FOR EMERGENCY ESCAPE AND RESCUE WINDOW TO MEET THE REQUIREMENTS OF CRC R310 1. 5.7 SQUARE FEET NET CLEAR OPENING SIZE REQUIRED FOR MINIMUM EGRESS 2. 24 INCHES MINIMUM OPENING HEIGHT DIMENSION 3. 20 INCHES MINIMUM NET CLEAR OPERABLE WIDTH DIMENSION 4. 44 INCHES MAXIMUM NET HEIGHT OF WINDOW SILL FROM FINISH FLOOR 3050 SH * TEMP. GL. * REQUIRED FLOOR CLEARANCES AT WATER CLOSETS -TYPICAL 1'-3" 1'-3" MIN. 2'-0" 2'-6"MIN. FLOOR PLAN NOTES 1. REFER TO ARCHITECTURAL SYMBOL LEGEND ON SHEET C1 FOR ADDITIONAL INFORMATION AND CLEARANCES 2. ATTICS: ACCESS PER CRC R807, DRAFTSTOPS PER CRC R302.12 AND VENTILATION PER R806. 3. CRAWL SPACES: ACCESS PER CRC R408.4 AND VENTILATION PER R408.1. 4. EMERGENCY ESCAPE AND RESCUE OPENINGS PER CRC R202 & R310. MEANS OF EGRESS PER CRC 311. 5. GLAZING PER CRC R303.1, R301.2.1.2 & R308. 6. COMBUSTION AIR TO FORCED AIR UNIT PER CMC CHAPTER 7. 7. COMBUSTION AIR TO WATER HEATER PER CPC SECTION 506.0. 8. ENVIRONMENTAL AIR DUCTS PER CMC SECTION 504. 9. MECHANICAL EQUIPMENT LOCATION AND PROTECTION AGAINST DAMAGE PER CMC 305. 10. MANDATORY REQUIREMENTS FOR APPLIANCES PER CEnC SECTION 110.1. 11. 12. 13. 14. 15. THE SILL HEIGHT IS NOT TO EXCEED 44" FROM THE BOTTOM OF THE CLEAR OPENING IN SLEEPING ROOMS. CRC R31.0.1 IN UPPER FLOOR PLANS, ANY OPERABLE WINDOW WITH A SILL THAT IS LOCATED LESS THAN 24" ABOVE THE FINISHED FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE OR OTHER SURFACE BELOW AT THE EXTERIOR, MUST BE PROTECTED BY A GUARD OR, HAVE FIXED GLASS. THE GUARD MAY NOT HAVE OPENINGS THAT A SPHERE 4" IN DIAMETER CAN PASS THROUGH. CRC R312.2 A SHEETROCK NAILING INSPECTION IN REQUIRED. CRC R109.1.4.2 GLAZING IN A HAZARDOUS LOCATION IS REQUIRED TO BE GLAZED WITH SAFETY MATERIAL. CRC R308 VERTICAL CLEARANCE ABOVE THE COOKTOP TO COMBUSTIBLES IS 30" UNPROTECTED, OR 24" PROTECTED, AND THE HORIZONTAL DIMENSIONS IS REQUIRED TO BE PER THE PERMANENT MARKING LISTED ON THE UNIT. CMC 916.1 & 916.2 16. 17. THE WALL SURFACE BEHIND CERAMIC TILE OR OTHER FINISH WALL MATERIALS SUBJECT TO WATER SPLASH ARE CONSTRUCTED OF MATERIALS NOT ADVERSELY AFFECTED BY WATER. NOTE THE USE OF FIBER CEMENT, FIBER MAT, REINFORCED CEMENT OR GLASS MAT GYPSUM BACKERS ON THE FLOOR PLAN. NOTE THAT WATER RESISTANT GYPSUM BOARD IS NO LONGER PERMITTED TO BE USED IN THESE LOCATIONS. CRC R702.4.2 18. NOTE THAT ALL ATTIC ACCESS OPENINGS ARE GASKETED TO PREVENT AIR LOSS. CEC 150.0(a) A MINIMUM 30" DIA. CIRCLE IS PROVIDED AT THE SHOWER FLOOR. THE MINIMUM FLOOR AREA OF THE SHOWER COMPARTMENT IS 1024 SQUARE INCHES. CPC 408.6 SEE SHEET A1.1.3 FOR ADDENDA FLOOR PLANS NAILING SCHEDULE IS IN SHEET SD.2 417 4050 SL 4050 SL
70'-0" 64'-4"
4'-0" 40'-0" 14'-4" 4'-6" 18'-11" 6'-9" 2'-5" 16'-2"
4'-4" 4" 2'-7" 4'-0" 2" 2'-11" 6'-11"
FX 2650
3 1
2 " 5
1 2
" 422 8'-4" 551 551 003 002 005 004 421 8'-4"
4" OPT. OPT.
50 TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068
70'-4"
* * FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007B 2007 SQ. FT. COVERED ENTRY 40 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 3050 SH 3050 SH 70'-0" 64'-4"
6'-0" 40'-0" 14'-0" 2'-10" 5'-5" 18'-11" 7'-1" 2'-5" 16'-2"2'-0" 4" 2'-7" 4'-0" 6" 5'-9" 3050 SH 8'-6" 002 005 003 428 8'-0" 428 8'-0" 3'-0" 2'-7" 5" 2x6" 2x6" 5050
TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068
70'-0" 610 610 * *
* FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007C 2007 SQ. FT. COVERED ENTRY 54 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 5050
TEMP. GL. 3016 SL 3068
3068 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 5" 30 SC 80 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068 4050 SL
70'-0" 64'-4"
3'-5" 40'-0" 14'-0" 2'-10" 11'-2" 18'-11" 7'-1" 16'-2" 4" 2'-7" 4'-0" 6" 4'-0" 4'-0" 8'-0" 4'-7" 5"
2'-0" 8'-0" 551 421 004 005002 003 508 OPT. 551 OPT. 551 OPT. 70'-0" 2" 8'-0" 3'-0" 8" 2'-5" 422 * Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 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. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 610 WOOD POST - SIZE PER PLAN FLOOR 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 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 422 STUCCO SOFFIT: HEIGHT PER PLAN 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 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 (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 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 610 WOOD POST - SIZE PER PLAN FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007D 2007 SQ. FT. COVERED ENTRY 68 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. 70'-0" 64'-4"
3'-5" 40'-0" 14'-0" 2'-10" 11'-2" 18'-11" 7'-1" 16'-2" 4" 2'-7" 4'-0" 6" 2'-2" 3'-6" 8'-0" 4'-7" 5"
3'-0" 8'-0" 421 004 005002 003
70'-0" 5'-6" 2'-5" 422
5050
TEMP. GL. 3016 SL 16'-0" x 8'-0" SECT. GAR. DOOR BDRM. 2/OPT. MULTI-GENERAL SUITE 9'-0" CLG. CARPET HALL 9'-0" CLG. H.S ENTRY 9'-0" CLG. H.S. 2 CAR GARAGE 9'-0" CLG. CONC. COVERED ENTRY 9'-0" STUCCO CLG. CONC. CARPET BATH 2 AGING-IN PLACE 9'-0" CLG. H.S. C HS 20'-5" x 20'-2 1/2" CLEAR SPACE BI-PASS 5068 3050 SH 3050 SH 521 535 LOW HIGH 521 535 LOW HIGH 521 535 LOW HIGH 521 535 LOW HIGH 1'-7" 6" 9" 2'-4" 8'-3 1 2
" 626 * * FLOOR PLAN NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATION FLOOR AREA TABLE PLAN 2007E 2007 SQ. FT. COVERED ENTRY 68 SQ. FT. GARAGE 433 SQ. FT. TOTAL REAR PATIO 68 SQ. FT. 2007 SQ. FT. Name NOTE 002 CONCRETE DRIVE (BY OTHERS) 003 CONCRETE WALK (BY OTHERS) 004 CONCRETE PORCH SLAB (BY OTHERS) - SLOPE 1/4" PER FOOT MINIMUM (2% SLOPE) TO DRAIN IN THE DIRECTION INDICATED. REFER TO LANDSCAPE AND CIVIL DRAWINGS FOR FURTHER INFORMATION 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 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 535 BATT & BOARD WALL FINISH 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 508 WATERPROOFED STUCCO SHELF - SLOPE 1/4" PER FOOT 610 WOOD POST - SIZE PER PLAN 626 OUTLOOKER ASSEMBLY ABOVE - WOOD (SIZE PER ELEVATION) FLOOR PLAN KEY NOTES A1.1.2 MH A1.1.2 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: CCAM -XX-XX-2023-2020325.00 03-02-23 DO NOT SCALE PLANS 2023 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 REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2)
REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO PLAN 2007B, C, D & E ADDENDA FLOOR PLANS 418
T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C. 521 650B 1D3 19D3 3D3 21D3 25D3 25D2 26D4 @ SOFFIT 762 26D3 PROVIDE INSULFOAM EPS R-TECH AT ALL GABLE ENDS 602 1x4 602 1x4 525 1x3 521 27D1 203 16'-10" ± 205 8'-6" 16D3 525 1x4 4" 525 1x4 698 698 536 509 TYP. 596 595 4:12
4:12
4:12
4:12 4:12
RIDGE
RIDGE
RIDGE RIDGE 2'-6" 2'-6" 16D3 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 27D1 1'-0" ROOF REFLECTANCE: 0.1 ROOF EMITTANCE: 0.85 PROVIDE 1" CONDUIT FROM THE ELECTRIC PANEL TO LOCATION IN ATTIC FOR PV SOLAR INSTALLATION 838 PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATERFOR SOLAR PHOTOVOLTAIC PANELS LOCATION AND PHOTOVOLTAIC SYSTEM, SEE PLANS BY SOLAR CONSULTANT 7 HIGH VENTS 7 LOW VENTS 1 VENT 847T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" 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 521 004 321 509 TYP. 509 T.G. T.G. T.O.P. F.F./T.O.C. T.O.P. F.F./T.O.C. 25 201 3 D3 D2 698 321 205 T.O.HEEL 762 521 1D3 006 TYP 536 509 TYP. 509 TYP. 509 TYP. 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 25D3
8'-0" OMIT WINDOW AT PANTRY OPT. 25D4 762 004 521 TYP 698 536 509 TYP. 509 TYP. ROOF PLAN KEY NOTES Name NOTE 802 CLASS 'A' ROOFING - LOW PROFILE 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 PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES 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. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 Name NOTE 006 CONCRETE STOOP - 36" DEEP AND 2" WIDER THAN THE DOOR OPENING - SLOPE 1/4" PER FOOT MINIMUM TO DRAIN IN DIRECTION INDICATED 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 LOCATION - FIELD VERIFY HEIGHT WITH FIXTURE TYPE 321 AIR CONDITIONING CONDENSER LOCATION 509 STUCCO CONTROL JOINT - SEE DETAIL 27/D6 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 536 STUCCO OVER EAVE RIGID FOAM CORBEL - SIZE/SHAPE PER DETAIL 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 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) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 762 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE LOW PROFILE 'S' TILE 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-XX-XX-2023 -2020325.00 03-02-23 DO NOT SCALE PLANS 2023 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 REGENT PARK RIVERSTONE 2020325.00 - P2013 (P2) REGENT PARK - PLAN 2007
CLOVIS

CLOVIS, CALIFORNIA

WILSON HOMES

FRESNO, CALIFORNIA
TRACT NUMBER: 6205
PROJECT TYPE: S.F.D.
2023011.00 - PROGRESS SET 03-02-2023 ARCHITECTS . PLANNERS . DESIGNERS ORANGE COUNTY . LOS ANGELES . BAY AREA . SACRAMENTO A1.4 MH A1.4 PLAN 2007A EXTERIOR ELEVATIONS & ROOF PLAN 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 6, 7 AND 8, 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. 7. ROOF SHALL HAVE MIN. AGED SOLAR REFLECTANCE OF 0.20, MIN. THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 16 FOR STEEPED-SLOPED ROOFS. FOR LOW-SLOPED ROOFS, ROOF SHALL HAVE A MIN. AGED SOLAR REFLECTANCE OF 0.63 THERMAL EMITTANCE OF 0.75, OR AGED SOLAR REFLECTANCE INDEX (SRI) OF 75 OR MORE PER CEnC150.2(B)1I 1. SOLAR PHOTOVOLTAIC POWER SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH CEnC. SECTION 150.1(b)1. INSTALLATION PER CRC SECTION 324.3 THROUGH R324.8 AND THE CALIFORNIA ELECTRICAL CODE, CALIFORNIA FIRE CODE, AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 2. 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. WHERE APPLICABLE, CONSIDERATION AND COORDINATION WITH SOLAR PANEL LOCATIONS SHOULD BE TAKEN INTO ACCOUNT WHEN PLACING THE DRYER VENT TERMINATION. REF CA ENERGY CODE SECTION 110.10 AND CBC SECTION 3111.2.1 SOLAR PHOTOVOLTAIC SYSTEMS LOW PROFILE 419 T.O.P. F.F./T.O.C. 9'-1"
9'-1" T.O.P. F.F./T.O.C.
18'-3
1 2
" ±
5D2
1D3 19D3
3D3 21D3 25D3 004 203 525 1x4 602 2x6 602 2x4 602 2x4 521 650B 761 27D4 AT SOFFIT 8'-4" 205 +0" 29D5 25D31'-6"-2"13D4 19D4 602 2x8 701 698 14D4 701 525 1x3 698 595 509 TYP. 596 T.G. T.G. T.O.P. F.F./T.O.C. 9'-1" 9'-1" T.O.P. F.F./T.O.C. 3D2
2D3
8'-0" 761 521 25D4 AT SOFFIT 25D3 004 321 T.G. T.G. 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 321 205 19D4 701 698 650B 29D5 VERIFY 006 521 TYP 761 509 TYP. 509 TYP. 509 TYP. 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 25D3
8'-0" 602 2x8 602 2x8 602 2x4602 2x4 701 25D4 698 698 761 004 14D4521 TYP OMIT WINDOW AT PANTRY OPT. 509 TYP. 509 TYP. 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 PV SOLAR INSTALLATION. PROVIDE ROUTE FOR SOLAR HEAT PUMP WATER HEATER 838 PHOTOVOLTAIC SOLAR ARRAY 839 MIN. 22"x30" OPENING IN CALIFORNIA ROOF FRAMING CONDITIONS FOR ATTIC ACCESS AND CROSS VENTILATION - CONTRACTOR TO VERIFY AIRFLOW TO ALL ATTIC AREAS 847 PROVIDE NON-COMBUSTIBLE FIREBLOCKING (10 FEET ON CENTER) AT CONCEALED SPACE AT EAVES ELEVATION KEY NOTES Name NOTE 004 CONCRETE PORCH SLAB (BY OTHERS) SLOPE 1/4" 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 201 UTILITY EQUIPMENT AND SERVICE PANELS - VERIFY LOCATION 203 ADDRESS PANEL. 4" MIN. HIGH BUILDING ADDRESS CHARACTERS PLACED IN SUCH A POSITION TO BE PLAINLY VISIBLE FROM THE STREET. 205 ACCENT EXTERIOR WALL LIGHT 509 STUCCO CONTROL JOINT - SEE DETAIL 29/D5 521 OMEGA DIAMOND WALL ONE COAT (R4) ICC-ES ESR-1194 STUCCO TYPE I OR 11 PORTLAND CEMENT. INSTALL PER MANUFACTURER'S LISTING 525 STUCCO OVER RIGID FOAM TRIM - FOAM SHAPE PER ELEVATION 551 MANUFACTURED ADHERED STUCCO STONE VENEER - INSTALL PER MANUFACTURER'S INSTRUCTIONS. ADHERED MASONRY VENEER REQUIREMENTS PER CRC SECTION R703.12 595 TEMPERED GLASS WINDOWS AT GARAGE DOOR 596 FRONT DOOR WITH TEMPERED OBSCURE GLASS PANELS 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) 698 G.I. FLASHING AND COUNTER-FLASHING AT RAKE WALLS AND ROOF TO WALL CONNECTIONS 701 G.I. FLASHING 761 EAGLE ROOFING ICC# ESR 1900, CLASS 'A', 9 PSF - CONCRETE FLAT TILE 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. 2022 CBC 1405.13.2 FINISHED GRADE VARIES. SEE CIVIL ENGINEERS PLANS FOR FINAL GRADE AND SITE DRAINAGE. NOTE: WATER-RESISTIVE BARRIER APPLIED OVER WOOD-BASE SHEATHING SHALL HAVE 2 LAYERS OF GRADE 'D' PAPER APPLIED SHINGLE FASHION. 2022 CRC R703.7.3 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
R

Clovis City CouncilMay 6, 2024

Clovis City Council
May 6, 2024