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HomeMy WebLinkAbout03-25-2025PLANNING COMMISSION AGENDA Tuesday, March 25, 2025 6:30 PM Diamond Bar City Hall — Windmill Community Room 21810 Copley Drive, Diamond Bar, CA 91765 PUBLIC ADVISORY: Members of the public are encouraged to participate and address the Planning Commission during the public comment portion of the meeting either in person or via teleconference. CHAIR RUBEN TORRES COMMISSIONER NAILA BARLAS COMMISSIONER SURENDRA MEHTA COMMISSIONER WILLIAM RAWLINGS COMMISSIONER BRIAN WORTHINGTON How to Observe the Meeting From Home: Members of the public can observe the meeting by calling +1 �415) 930-5321, Access Code: 285-781- 863, or visiting https:Hattendee.gotowebinar.com/register/6724603665929116251 How to Submit Public Comment: Please note, that in the event that comments by teleconferencing become infeasible due to an Internet or power outage or technical problems outside the City's control, the meeting at Diamond Bar City Hall — Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765 will proceed without interruption. If you wish to make certain that your comments are heard, please attend the meeting in person or send an email by 4.00 p.m. on the day of the meeting/hearing The public may provide public comment by attending the meeting in person, by sending an email, or by logging into the teleconference. Please send email public comments to Planning@DiamondBarCA.gov by 4:00 p.m. on the day of the meeting and indicate in the Subject Line "FOR PUBLIC COMMENT." Written comments will be distributed to the Planning Commission members and read into the record at the meeting, up to a maximum of five minutes. Members of the public will be called upon one at a time during the Public Comment portion of the agenda. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. American Disability Act Accommodations: Pursuant to the Executive Order, and in compliance with the Americans with Disabilities Act, if you need special assistance to participate in the Planning Commission Meeting, please contact the Community Development Office (909) 839-7030 within 72 hours of the meeting. Commission recordings will be available upon request the day following the Planning Commission Meeting. City of Diamond Bar Planning Commission MEETING RULES PUBLIC INPUT Members of the public may address the Planning Commission on any item of business on the agenda during the time the item is taken up by the Planning Commission. In addition, members of the public may, during the Public Comment period address the Planning Commission on any Consent Calendar item or any matter not on the agenda and within the Planning Commission's subject matter jurisdiction. Any material to be submitted to the Planning Commission at the meeting should be submitted through the Minutes Secretary. Speakers are limited to five minutes per agenda item, unless the Chairperson determines otherwise. The Chairperson may adjust this time limit depending on the number of people wishing to speak, the complexity of the matter, the length of the agenda, the hour and any other relevant consideration. Speakers may address the Planning Commission only once on an agenda item, except during public hearings, when the applicant/appellant may be afforded a rebuttal. Public comments must be directed to the Planning Commission. Behavior that disrupts the orderly conduct of the meeting may result in the speaker being removed from the meeting. INFORMATION RELATING TO AGENDAS AND ACTIONS OF THE PLANNING COMMISSION Agendas for regular Planning Commission meetings are available 72 hours prior to the meeting and are posted in the City's regular posting locations and on the City's website at www.diamondbarca.gov. The Planning Commission may take action on any item listed on the agenda. Copies of staff reports or other written documentation relating to agenda items are on file in the Planning Division of the Community Development Department, located at 21810 Copley Drive, and are available for public inspection upon request. If you have questions regarding an agenda item, please call (909) 839-7030 during regular business hours. HELPFUL CONTACT INFORMATION Copies of Agenda, Rules of the Planning Commission, Recordings of Meetings (909) 839-7030 Email: info diamondbarca.gov Website: www.diamondbarca.aov CITY OF DIAMOND BAR PLANNING COMMISSION March 25, 2025 ►IT CALL TO ORDER: 6:30 p.m. PLEDGE OF ALLEGIANCE: 1. ROLL CALL: COMMISSIONERS: Barlas, Rawlings, Mehta, Worthington, Chair Torres 2. REORGANIZATION OF PLANNING COMMISSION: Selection of Chairperson and Vice Chairperson. a:Z91%1 WO] W_[r] 4 ki I I7_1Kyi -tm 4 PUBLIC COMMENTS: "Public Comments" is the time reserved on each regular meeting agenda to provide an opportunity for members of the public to directly address the Planning Commission on consent calendar items or other matters of interest not on the agenda that are within the subject matter jurisdiction of the Planning Commission. Although the Planning Commission values your comments, pursuant to the Brown Act, members of the Planning Commission or staff may briefly respond to public comments, if necessary, but no extended discussion and no action on such matters may take place. There is a five-minute maximum time limit when addressing the Planning Commission. Please complete a speaker card and hand it to the Minutes Secretary (completion of this form is voluntary). The Planning Commission will call on in -person speakers first and then teleconference callers, one at a time to give their name and if there is an agenda item number they wish to speak on before providing their comment. If you wish to speak on a public hearing item or Planning Commission consideration item, you will then be called upon to speak at that point in the agenda. 5. CONSENT CALENDAR: The following items listed on the consent calendar are considered routine and are approved by a single motion. Consent calendar items may be removed from the agenda by request of the Planning Commission only: 5.1 Minutes Of The Planning Commission Regular Meeting — February 25, 2025. 6. OLD BUSINESS: 7. NEW BUSINESS: MARCH 25, 2025 PAGE 2 PLANNING COMMISSION 8. PUBLIC HEARING: 8.1 Development Review No. PL 2023-46: Under the authority of DBCC Section 22.48, the applicant, Raz Grinbaum, and property owner, Mehul Dave, are requesting Development Review approval to remodel the exterior and construct a 211 square -foot first floor addition, 622 square -foot two-story addition, a 754 square -foot covered patio and a 153 square -foot balcony to an existing 1,276 square -foot single -story residence on a 7,801 square foot lot. The subject property is zoned Low -Medium Density Residential (RLM) with an underlying General Plan land use designation of Low Density Residential. PROJECT ADDRESS: 1829 Los Cerros Drive, Diamond Bar, CA 91765 (APN: 8292-022-009) APPLICANT: Raz Grinbaum, 5959 Topanga Canyon Boulevard, Suite 150, Woodland Hills, CA 91367 PROPERTY OWNER: Mehul Dave, 1829 Los Cerros Drive, Diamond Bar, CA 91765 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15301(e)(additions to existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2023-46, based on the findings of Diamond Bar City Code Section 22.48, subject to conditions. 8.2 Development Review No. PL2022-74: Under the authority of DBCC Section 22.48, the applicant, Ricardo Moura, and property owner, Diane Shi, is requesting Development Review approval to construct a new 6,034 square -foot, three -level single-family residence with an attached 719 square -foot subterranean garage, 1,008 square -foot covered patio and balcony areas, and rear yard improvements on a 1.07 gross- acre (46,508 gross square -foot) undeveloped lot. The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 2725 Clear Creek Lane, Diamond Bar, CA 91765 (APN: 8713-038-018) MARCH 25, 2025 PAGE 3 PLANNING COMMISSION 0 APPLICANT: Ricardo Moura, 5236 Yarmouth Avenue, Suite 113, Encino, CA 91316 PROPERTY OWNER: Diane Shi, PO Box 373, Sierra Madre, CA 91025 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2022-74, based on the findings of Diamond Bar City Code Section 22.48, subject to conditions. PLANNING COMMISSION COMMENTS / INFORMATIONAL ITEMS: 10. STAFF COMMENTS / INFORMATIONAL ITEMS: 10.1 Project Status Report 11. SCHEDULE OF FUTURE EVENTS: CITY COUNCIL MEETING PLANNING COMMISSION MEETING: CITY COUNCIL MEETING Tuesday, April 1, 2025, 6.30 p.m. South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA Tuesday, April 8, 2025, 6:30 p.m. (Cancelled) Diamond Bar City Hall The Windmill Community Room 21810 Copley Drive Diamond Bar, CA Tuesday, April 15, 2025, 6:30 p.m. South Coast Air Quality Management District 21865 Copley Drive Diamond Bar, CA MARCH 25, 2025 PAGE 4 PLANNING COMMISSION PLANNING COMMISSION MEETING: 12. ADJOURNMENT Tuesday, April 22, 2025, 6:30 p.m. Diamond Bar City Hall The Windmill Community Room 21810 Copley Drive Diamond Bar, CA 5.1 MINUTES OF THE CITY OF DIAMOND BAR REGULAR MEETING OF THE PLANNING COMMISSION February 25, 2025 CALL TO ORDER: C/Torres called the meeting to order at 6:30 p.m. in the Windmill Community Room, 21810 Copley Drive, Diamond Bar, CA 91765. PLEDGE OF ALLEGIANCE: V/C Garg led the Pledge of Allegiance. 1. ROLL CALL: Commissioners Barlas, Wolfe, C/Torres ABSENT: Rawlings, V/C Garg STAFF PRESENT: Greg Gubman, Community Development Director; Grace Lee, Planning Manager; Mayuko Nakajima, Senior Planner; Dat Tran, Associate Planner; Arlene Laviera, Administrative Coordinator; and James H. Eggart, City Attorney 2. APPROVAL OF AGENDA: As Submitted. 3. PUBLIC COMMENTS: None. 4. CONSENT CALENDAR: 4.1 CONTINUED MINUTES OF THE PLANNING COMMISSION REGULAR MEETING — January 14, 2025. Wolfe moved, and Barlas seconded to approve consent calendar. Motion carried 3-0-0-2 by the following Roll Call vote: AYES: 3 COMMISSIONERS: Barlas, Wolfe, C/Torres NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 2 COMMISSIONERS: Rawlings, V/C Garg 5. OLD BUSINESS: 6. NEW BUSINESS: 6.1 2024 General Plan Status Report RECOMMENDATION: Approve the report for submittal to Office of Planning and Research (OPR) and the Department of Housing and Community Development (HCD), and forward to the City Council to receive and file. Packet Pg. 7 5.1 FEBRUARY 25, 2025 7. PAGE 2 PLANNING COMMISSION Commissioner Wolfe commended staff for their hard work and efforts this last year. Wolfe moved, and Barlas seconded to forward 2024 General Plan Status Report to the City Council for approval. Motion carried 3-0-0-2 by the following Roll Call vote: AYES: 3 COMMISSIONERS: Barlas, Wolfe, C/Torres NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 2 COMMISSIONERS: Rawlings, V/C Garg PUBLIC HEARING: 7.1 Conditional Use Permit Planning Case No. PL2024-85: Under the authority of DBCC Section 22.58, the property owner and applicant are requesting a Conditional Use Permit to operate a Pilates fitness studio within a 1,125 square - foot vacant lease space at Diamond Bar Town Center, a 39,965 square -foot multi -tenant shopping center. The subject property is zoned Regional Commercial (C-3) with an underlying General Plan land use designation of General Commercial (C). PROPERTY ADDRESS: 1155 S. Diamond Bar Blvd. Unit U, Diamond Bar, CA 91765 (APN: 8717-031-010) APPLICANT: Zhen Wang for ASA Yoga Pilates, 8755 Garibaldi Avenue, San Gabriel, CA 91775 PROPERTY OWNER: Diamond Bar Town Center, LLC, 9849 Flower St. Unit E, Bellflower, CA 90706 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant Article 19 under Section 15310(a) (interior alterations involving such things as interior partitions, plumbing, and electrical conveyances) of the CEQA guidelines. No further environmental review is required. RECOMMENDATION: Staff recommends that the Planning Commission adopt the attached Resolution (Attachment A) approving Conditional Use Permit No. PL2024-85, based on the findings of Diamond Bar City Code Section 22.58, subject to conditions. Barlas moved, and Wolfe seconded to approve Conditional Use Permit Planning Case No. 2024-85, subject to the conditions of approval. Motion carried 3-0-0-2 by the following Roll Call vote: Packet Pg. 8 5.1 FEBRUARY 25, 2025 PAGE 3 PLANNING COMMISSION AYES: 3 COMMISSIONERS: Barlas, Wolfe, C/Torres NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 2 COMMISSIONERS: Rawlings, V/C Garg 7.2 Conditional Use Permit Planning Case No. PL 2024-64: Under the authority of DBCC Section 22.58, the property owner and applicant are requesting a Conditional Use Permit (CUP) to allow the sale of beer, wine and distilled spirits (Department of Alcoholic Beverage Control (ABC) Type 21 License: Off -sale General) within an existing convenience store at a Mobil fueling station; and determine that issuing the requested CUP would serve the "public convenience or necessity." The subject property is zoned Regional Commercial (C-3) with an underlying General Plan land use designation of Commercial (C). PROPERTY ADDRESS: 1024 South Brea Canyon Road, Diamond Bar, CA 91765 (APN: 8763-006-021) APPLICANT: Liliger Damaso, 8737 Venice Boulevard, Suite 105, Los Angeles, CA 90034 PROPERTY OWNER: Michael Zavaro, 1024 South Brea Canyon Road, Diamond Bar, CA 91789 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15061(b)(3) of the CEQA Guidelines. This exemption applies because it can be determined with reasonable certainty that a CUP finding will not have a significant effect on the environment. Alcohol sales would have a negligible additive effect on impacts normally associated with retail or fuel sales, such as traffic trip generation. As such, no further environmental review is required. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Conditional Use Permit No. PL2024-64, based on the findings of Diamond Bar City Code Section 22.58, subject to conditions; and determine that issuing the requested Conditional Use Permit would serve the "public convenience or necessity". Wolfe moved, and Barlas to approve Conditional Use Permit Planning Case No. 2024- 64, subject to the conditions of approval with an addition. Motion carried 3-0-0-2 by the following Roll Call vote: Packet Pg. 9 5.1 FEBRUARY 25, 2025 PAGE 4 PLANNING COMMISSION AYES: 3 COMMISSIONERS: Barlas, Wolfe, C/Torres NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 2 COMMISSIONERS: Rawlings, V/C Garg 7.3 Development Review and Minor Conditional Use Permit No. 2024-43: Under the authority of DBCC Section 22.38 and 22.48, the applicant, Kenneth Pang, and property owner, Katy Liu, is requesting Development Review approval to remodel the exterior, legalize a 555 square -foot addition, and construct a 385 square -foot two-story addition and 281 square -foot balcony to an existing 2,586 square -foot two-story single-family residence on a 0.65 gross -acre lot. A Minor Conditional Use Permit is requested to allow the continuation of an existing nonconforming structure with a 20'-6" front setback (where 30 feet is required). The subject property is zoned Rural Residential (RR) with an underlying General Plan land use designation of Rural Residential. PROJECT ADDRESS: 2631 Rocky Trail Road, Diamond Bar, CA 91765 (APN: 8713-025-020) APPLICANT: Kenneth Pang, 150 El Camino Real, Suite 112, Tustin, CA 92780 PROPERTY OWNER: Katy Liu, 20618 East Oak Crest Drive, Diamond Bar, CA 91765 ENVIRONMENTAL DETERMINATION: The project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to Article 19 under Section 15301(e)(additions to existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review and Minor Conditional Use Permit No. PL2024-43, based on the findings of Diamond Bar City Code (DBCC) Sections 22.48, 22.56 and 22.68, subject to conditions. Barlas moved, and Wolfe seconded to approve Development Review and Minor Conditional Use Permit Planning Case No. 2024-43 subject to the conditions of approval. Motion carried 3-0-0-2 by the following Roll Call vote: AYES: 3 COMMISSIONERS: Barlas, Wolfe, C/Torres NOES: 0 COMMISSIONERS: None ABSTAIN: 0 COMMISSIONERS: None ABSENT: 2 COMMISSIONERS: Rawlings, V/C Garg Packet Pg. 10 5.1 FEBRUARY 25, 2025 PAGE 5 PLANNING COMMISSION 8. PLANNING COMMISSION COMMENTS/INFORMATION ITEMS: C/Wolfe bid a final farewell, and expressed his appreciation of Planning staff during his nearly 10 years on the Commission. He added that it has been an honor to work with past and present commissioners. C/Torres thanked C/Wolfe for all his years of service to the City of Diamond Bar. 9. STAFF COMMENTS/INFORMATIONAL ITEMS: CDD/Gubman thanked C/Wolfe, stating it has been a pleasure serving as his staff. CDD/Gubman announced Dat Tran, Associate Planner, is moving on to the next phase in his career with the County of Riverside. CDD/Gubman stated there are no items for March 11, 2025 meeting. The next scheduled meeting will be March 25, 2025, with two items. Lastly, two new commissioners will be sworn in at the next meeting, Surendra Mehta and Brian Worthington. 10. SCHEDULE OF FUTURE EVENTS: As noted in the agenda. ADJOURNMENT: With no further business before the Planning Commission, C/Torres adjourned the Regular Planning Commission meeting at 7:08 p.m. to the regularly scheduled meeting on Tuesday, March 25, 2025. The foregoing minutes are hereby approved this 25TH day of March, 2025. Ruben Torres, Chair Attest: Respectfully Submitted, Greg Gubman, Community Development Director Packet Pg. 11 8.1 PLANNING COMMISSION AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION ZONING DISTRICT: PROPERTY OWNER: 8.1 March 25, 2025 Development Review No. PL2023-46 1829 Los Cerros Drive Diamond Bar, CA 91765 (APN: 8292-022-009) Low Density Residential Low -Medium Density Residential (RLM) Dave Mehul 1829 Los Cerros Drive Diamond Bar, CA 91765 APPLICANT: Raz Grinbaum 5959 Topanga Canyon Boulevard, Suite 150 Woodland Hills, CA 91367 SUMMARY: The applicant is requesting Development Review approval to remodel the exterior and construct a 211 square -foot first floor addition, 622 square -foot second -story addition, a 754 square -foot covered patio and a 153 square -foot balcony to an existing 1,276 square -foot single-family residence on a 7,801 square foot lot. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2023-46, based on the findings of Diamond Bar City Code (DBCC) Section 22.48, subject to conditions. Packet Pg. 12 8.1 IT4311 r]:T611J►111 The project site is located on the west side of Los Cerros Drive, south of Bella Pine Drive. The property was developed in 1977 under Los Angeles County standards with a 1,276 square -foot, one-story single-family residence and 496 square -foot garage. On November 27, 2023, a lot line adjustment was recorded, relocating the south property line 15 feet further south and increasing the parcel size from 6,950 to 7,801 square feet. There are no protected trees onsite. The property is legally described as Lot 143 of Tract No. 28579, and the Assessor's Parcel Number (APN) is 8292-022-009. Site and Surrounding General Plan, Zoning and Land Uses The image below highlights the subject property: Site (Plan View) Aerial Development Review No. PL2023-46 Page 2 of 10 Packet Pg. 13 Project Site Adjacent Property to South Adjacent Property to North Development Review No. PL2023-46 Page 3 of 10 Packet Pg. 14 8.1 The following table summarizes the land use status of the subject property and its surroundings: General Plan Designation District Site Low Density Residential RLM Single -Family Residential North Low Density Residential RLM Single -Family Residential South Low Density Residential RLM Single -Family Residential East Low Density Residential RLM Single -Family Residential West Low Density Residential RL Single -Family Residential Project Description .,ita Plan The subject property is a rectangular -shaped lot located on the west side of Los Cerros Drive. No public or private easements are located onsite. The existing house is situated towards the east side of the lot, facing Los Cerros Drive. The proposed first -floor addition would extend the south side of the home. The proposed two-story addition would expand the building footprint toward the rear of the property while maintaining a minimum 20-foot rear yard setback. No grading is required for the proposed addition beyond minimal excavation for footings and foundation placement. A retaining block wall, ranging in height from four to six feet, is proposed near the south property line. A small segment is also proposed along a shared property line on the west side, and the owner has obtained the neighbor's authorization on the City's required shared wall form. A condition has been included in the draft resolution for all exposed portions of the proposed retaining walls to have a decorative finish, with the use of split -faced block or painted stucco to match the house. The existing residence is comprised of the following interior spaces: common areas (living room, kitchen, dining room), three bedrooms, two bathrooms, and a two -car garage. The proposed modifications include expanding the common areas, removing a bedroom on the first floor, and reorienting the front door to face the street. Two additional bedrooms and bathrooms are planned for the new second floor, with access to a shared Development Review No. PL2023-46 Page 4 of 10 Packet Pg. 15 8.1 balcony. The area below the new second floor will be utilized as an unenclosed patio area. The floor area distribution is summarized below: PROJECT SUMMARY (sauare footaael Total Living Area 1,276 Garage 496 Porch to be demolished 64 EXISTING FLOOR AREA 1,836 Addition (Living Areas): • 1st Floor • 2nd Floor 211 622 Addition (Non -Livable Areas): • Balcony • Patio Cover 153 754 TOTAL LIVING AREAS 2,109 TOTAL FLOOR AREA 3,512 Architectural Features, Colors and Materials: The existing residence is a 1970s Ranch -style tract home. The residence has a 4:12 pitched gable -style shingle roof, vertical wood siding, grey stucco, decorative wood trims, and a brick chimney. The existing east (front) and south (side) elevations are illustrated below: (r� Gfinr _01 31_ (FJ PEo aelck ra RCMnIN iEl 91NbLE5 �I�titi n ��R>Y Existing East (Front) Elevation Development Review No. PL2023-46 Page 5 of 10 Packet Pg. 16 8.1 - t: wHire "F:.;%I� •:InuJo H= TKIM Existing South (Side) Elevation The proposed remodel and addition maintain consistency with the existing architectural style. The 4:12 gabled shingle roof on the addition will be integrated with the existing residence. The current wood siding will be replaced with fiber cement siding that mimics the appearance of wood, which will also be used on the addition. The addition features one -foot eaves and 2x6 fascia boards to match the existing residence. Matching white vinyl windows and doors are incorporated into the design. The remodeled residence will have a height of approximately 21'-10", an increase of about seven feet from the existing 14'-11" building height. The proposed east (front) and south (side) elevations are illustrated below: M :SRAT 51➢ING O MATLH T�noH� GOMP051TI ON �r'S sI ERftA srLL7 sHIN6lEs o H , O MAT— L5- 14S imlc.nL IGG C_R�a� Proposed East (Front) Elevation I�: kl'MVN w wHrc[ zx5 Development Review No. PL2023-46 Page 6 of 10 Packet Pg. 17 8.1 SIERRA AY ROOF REM" IN o �a� E<T F Proposed South (Side) Elevation Landscaping: Landscape plans are not required because the site is already developed, and because the project is exempt from the City's Water Efficient Landscaping Ordinance. The ordinance would only apply if new or rehabilitated landscaping of 500 square feet or more was being installed or altered. However, landscaping that is damaged during construction will need to be restored upon project completion. No existing trees will be removed. /_1►1_1 W&I &I Review Authority The proposed project requires a land use approval through the Development Review process. The analysis that follows provides the basis for staff's recommendation to approve the Development Review application. Development Review (DBCC Section 22.48) Additions which are equal to or greater than 50 percent of the existing habitable floor area of all existing structures on site, or substantially change the appearance of an existing residence require Planning Commission approval of a DR application. Development Review approval is required to ensure compliance with the City's General Plan policies and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar." Development Review No. PL2023-46 Page 7 of 10 Packet Pg. 18 8.1 Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RLM zone: 20 feet 24'-3" 24'-3" Yes 10 feet on one side • • • and 5 feet on the 13'-2" — south 13'-2" - south Yes other 5-10" - north 5-10" - north 15 feet 36'-2" — south 36'-2" — south Yes • 22' — north 22' — north • . 20 feet 50'-8" 35'-8" Yes 40% 23% 37% Yes • 35' 14'-11" 21'-10" Yes 2-car garage 2-car garage 2-car garage Yes Compatibility with Neighborhood The project is designed to be compatible with the existing homes in the neighborhood by maintaining the mass, scale, and rhythm of the streetscape. The bulk of the addition is positioned toward the rear, reducing its visual impact. The exterior architectural forms and construction materials of the addition will match those of the existing structure. Additionally, the proposed addition will not block existing views of neighboring residences. Neighboring residences to the north, south and west will continue to have views from their respective rear yards. As a result, the addition will be seamlessly integrated into the home and will not negatively impact the neighborhood's look and character. Based on the foregoing, staff finds that the project follows the principles of the City's Residential Design Guidelines as follows: • The addition will conform to all current development standards, including building height, lot coverage and setbacks which is consistent with other homes in the neighborhood; • A gradual transition between the addition and existing residence is achieved through appropriate setbacks, building height, and window and door placement; • The addition is appropriate in mass and scale to the site; • Roof type and pitch of the addition matches the primary structure; and • The addition is visually integrated with the primary structure, by utilizing similar colors and materials. Development Review No. PL2023-46 Page 8 of 10 Packet Pg. 19 8.1 Privacy Second -story windows are proposed at the rear (west) elevation and one at the side (south) elevation. The property to the south will experience minimal privacy impacts, as existing 20-foot-high Italian Cypress trees along the south property line block any potential views. The addition will create views toward the property to the west (1833 Los Cerros Drive); however, since this property is a flag lot, the view will primarily be of its front yard. Additionally, according to the property owner, they have contacted this neighbor, who has indicated no objections to the proposed project. The property to the north will have minimal view impacts, as no second -story windows are proposed on that elevation. Additional Review The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. NOTICE OF PUBLIC HEARING: On March 14, 2025, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site, and the notice was published in the San Gabriel Valley Tribune newspaper on March 14, 2025. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines. No further environmental review is required. PREPARED BY: ru EX Payuk4pNakajima, enior Plaher 3/25/2025 Development Review No. PL2023-46 Page 9 of 10 Packet Pg. 20 8.1 0ATlIWITJ=111 O ?—Ae-A42,09 4.01 —AGO-A. AZfflnAIWf7Af '0 Of 6j KgfW 160 Gr e Lee,751anning P anager 3/10/2025 GrqjGubma�rmmunif Development Director 3/18/2025 Attachments: A. Draft Resolution No. 2025-XX, Standard Conditions of Approval B. Site Plan, Floor Plan, Elevation and Roof Plan Development Review No. PL2023-46 Page 10 of 10 Packet Pg. 21 8.1.a PLANNING COMMISSION RESOLUTION NO. 2025-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2023-46 TO REMODEL THE EXTERIOR AND CONSTRUCT A 211 SQUARE -FOOT FIRST FLOOR ADDITION, 622 SQUARE -FOOT TWO-STORY ADDITION, A 754 SQUARE -FOOT COVERED PATIO AND A 153 SQUARE -FOOT BALCONY TO AN EXISTING 1,276 SQUARE -FOOT SINGLE- FAMILY RESIDENCE, LOCATED AT 1829 LOS CERROS DRIVE, DIAMOND BAR, CA 91765 (APN 8292-022-009). A. RECITALS 1. The property owner, Dave Mehul, and applicant, Raz Grinbaum, have filed an application for Development Review No. PL2023-46 to remodel the exterior and construct a 211 square -foot first floor addition, 622 square -foot two-story addition, a 754 square -foot covered patio and a 153 square -foot balcony to an existing 1,276 square -foot single-family residence, located at 1829 Los Cerros Drive, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 7,801 gross square feet. It is located in the Low -Medium Density (RLM) zone with an underlying General Plan land use designation of Low Density Residential. 3. The legal description of the subject property is Lot 143 of Tract No. 28579, and the Assessor's Parcel Number (APN) is 8292-022-009. 4. On March 14, 2025, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. On March 14, 2025, the notice was published in the San Gabriel Valley Tribune newspaper. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. 5. On March 25, 2025, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: 1. The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19 under Section 15301(e)(additions to Packet Pg. 22 8.1.a existing structures) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar City Code (DBCC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findings (DBCC Section 22.48.040) 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments). The design of the Project is consistent with the applicable elements of the City's General Plan, City Design Guidelines and development standards. The City's General Plan Policy CC-G-4 requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The Project is designed to be compatible with the existing homes in the neighborhood by maintaining the mass, scale and rhythm of the streetscape. The bulk of the addition is positioned toward the rear, reducing its visual impact. The exterior architectural forms and construction materials of the addition will match those of the existing structure. A gradual transition between the Project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement. The addition complies with the City's Design Guidelines where architectural design should focus on the development of a high -quality residential environment that considers compatibility with surrounding character, including harmonious building style, form, size, color, material, and roofline [City's Design Guidelines B. Architecture (1)]. This is achieved through appropriate building scale, proportions and matching the existing building materials with shingle roofing, grey siding, stucco walls, and white vinyl windows. The Project complies with all development standards of the Low -Medium Residential zoning district such as building height, lot coverage and setbacks. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards. The proposed project will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. The residence as proposed maintains all required setback and distances from 2 PC RESO 2025.XX Packet Pg. 23 8.1.a neighboring residences and is not expected to impact uses or privacy of neighboring lots. The proposed project will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it is located in the rear of the property, does not impact driveway or public rights - of -way, and maintains the required off-street parking space requirement. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan. The City's General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City's General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The City's Design Guidelines Architecture (1) requires compatibility with the surrounding character including harmonious building style, form, size, color, material and roofline. The remodeled residence with the proposed addition will not negatively impact the look and character of the neighborhood because the architectural design is compatible with existing homes in building mass, scale, color, material, and roofline while providing an enhancement to the overall neighborhood appearance. The additional height of the residence will not block any views to adjacent properties. Furthermore, the bulk of the addition is positioned toward the rear, reducing its visual impact. In summary, the proposed project fits the scale and architectural character of the existing neighborhood. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing. The existing residence is a 1970s Ranch -style tract home. The residence has a 4J2 pitched gable -style shingle roof, vertical wood siding, grey stucco, decorative wood trims, and a brick chimney. The proposed remodel and addition will maintain consistency with the existing architectural style. The 4:12 gabled shingle roof on the addition will be integrated with the existing residence. The current wood siding will be replaced with fiber cement siding that mimics the appearance of wood, which will also be used on the addition. The addition features one -foot eaves and 2x6 fascia boards to match the existing residence. Matching white vinyl windows and doors are incorporated into the design. The remodeled residence will have a height of approximately 21'-10'; an increase of about seven feet from the existing 14'-11 " building height. 3 PC RESO 2025.XX Packet Pg. 24 8.1.a Overall, the residence maintains an aesthetically appealing uniform design and creates a desirable living environment. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15301(e) (additions to existing structures) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1. Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. On the plans submitted for building plan check, all exposed portions of the proposed retaining walls shall have a decorative finish, with the use of split -faced block or painted stucco to match the house. 3. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Mehul Dave, 1829 Los Cerros Drive, Diamond Bar, CA 91765; and applicant, Raz Grinbaum, 5959 Topanga Canyon Boulevard, Suite 150, Woodland Hills, CA 91367. 4 PC RESO 2025-XX Packet Pg. 25 8.1.a APPROVED AND ADOPTED THIS 25TH DAY OF MARCH 2O25, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. IN Ruben Torres, Chairperson I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 25th day of March 2025, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary 5 PC RESO 2025-XX Packet Pg. 26 8.1.a ter_ I I I COMMUNITY DEVELOPMENT DEPARTMENT _sr �9Sg� STANDARD CONDITIONS USE PERMITS, COMMERCIAL AND RESIDENTIAL NEW AND REMODELED STRUCTURES PROJECT #: Development Review No. PL2023-46 SUBJECT: To remodel the exterior and construct a 211 square -foot first floor addition, 622 square -foot two-story addition, a 754 square -foot covered patio and a 153 square -foot balcony to an existing 1,276 square -foot single-family residence PROPERTY OWNER: Mehul Dave, 1829 Los Cerros Drive, Diamond Bar, CA 91765 APPLICANT: Raz Grinbaum, 5959 Topanga Canyon Boulevard, Suite 150, Woodland Hills, CA 91367 LOCATION: 1829 Los Cerros Drive, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set -aside, void or annul, the approval of Development Review No. PL2023-46 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. 6 PC RESO 2025.XX Packet Pg. 27 8.1.a (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2023-46, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No.2025-XX, Standard Conditions, and all conditions of approval shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not allowed at any time on Sundays or holidays. 7 PC RESO 2025.XX Packet Pg. 28 8.1.a 11. The property owner/applicant shall remove the public hearing notice board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions and the Public Works Department. 13. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted by the Diamond Bar City Code or applicable state or federal law. B. FEES/DEPOSITS 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Division and Public Works Department) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. II►Yil:111111111LVAIIK 1. The approval of Development Review No. PL2023-46 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar City Code (DBCC) Section 22.66.050 (b)(1). In accordance with DBCC Section 22.66.050 (c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. D. SITE DEVELOPMENT 1. This approval is to remodel the exterior and construct a 211 square -foot first floor addition, 622 square -foot two-story addition, a 754 square -foot covered patio and a 153 square -foot balcony to an existing 1,276 square - foot single-family residence, located at 1829 Los Cerros Drive, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 8 PC RESO 2025.XX Packet Pg. 29 8.1.a 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non- compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non -compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 9 PC RESO 2025.XX Packet Pg. 30 8.1.a 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to ensure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7038, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL Prior to issuance of a building permit, the applicant shall submit an Erosion Control Plan to the Public Works Department for review and approval. The Erosion Control Plan shall clearly detail erosion control measures that will be implemented during construction. The Erosion Control Plan shall conform to National Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification form. B. DRAINAGE 2. Prior to issuance of a building permit, the applicant shall submit a detailed drainage system information of the lot with careful attention to any flood hazard area to the Public Works Department. All drainage/runoff from the development shall be conveyed from the site to the natural drainage course. No on -site drainage shall be conveyed to adjacent parcels, unless that is the natural drainage course. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: General Conditions: 10 PC RESO 2025-XX Packet Pg. 31 8.1.a 1. Plans and construction shall conform to current State and Local Building Code (i.e. 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of permit issuance. 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be shown on plans. Construction shall conform to the current CAL Green Code. Plan Check — Items to be addressed prior to plan approval: 3. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 4. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 5. The following statement shall be included on the plans: "Separate permits are required for retaining walls." 6. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 140.6 to 140.9. 7. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 8. All easements shall be shown on the site plan. 9. All retaining walls shall be separately submitted to the Building & Safety and Public Works/Engineering Departments for review and approval. 10. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to if over 50 cy of grading occurs. 11. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. Permit — Items required prior to building permit issuance: 12. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 13. Prior to building permit issuance, all school district fees shall be paid. Please 11 PC RESO 2025-XX Packet Pg. 32 8.1.a obtain a form from the Building and Safety Division to take directly to the school district. 14. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 15. All workers on the job shall be covered by workers' compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. Construction — Conditions required during construction: 16. Every permit issued by the Building Official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one year after permit issuance, and if a successful inspection has not been obtained from the Building Official within one -hundred - eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 17. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 18. Existing fencing shall remain in -place during construction including pool barrier fencing. Any alteration of the fencing may result in a discontinuation of construction until the fences are returned to its original state. 19. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 20. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view obstructing with opaque surfaces. 21. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.digalert.org. 22. The applicant shall first request and secure approval from the City for any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. 23. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 24. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 12 PC RESO 2025.XX Packet Pg. 33 8.1.a 25. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 26. Decks, roofs, and other flat surfaces shall slope at least 1 /4" /ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 27. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. 28. All plumbing fixtures, including those in existing areas, shall be low -flow models consistent with California Civil Code Section 1101.1 to 1101.8. END 13 PC RESO 2025.XX Packet Pg. 34 8.1.b GENERAL NOTES I. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS INCLUDING THAT FURNISHED BY SUBCONTRACTORS. 2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO DETERMINE ANY LOCATION. THE OWNER OR DESIGNER SHALL BE NOTIFIED IF ANY DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK. 3. ALL PLAN DIMENSIONS ARE FROM CENTER LINE OF STUD OR FACE OF FINISH UNLESS OTHERWISE INDICATED. 4. ANY CHANGES PRIOR TO APPROVED SET OF PLANS, RG PERMITS MUST BE NOTIFIED. CONTRACTOR OR PERSON CONDUCTING WORK SHOULD NOTIFY R6 PERMITS IF ANY DISCREPANCY OCCURS DURING CONSTRUCTION. R6 PERMITS 15 NOT RESPONSIBLE FOR CONTRACTOR OR HOME BUILDER PERFORMANCE TO PERFORM WORK. 5. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES AND LOCAL RESTRICTIONS. 6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXI5TIN6 MECHANICAL AND ELECTRICAL 5ER\/IGE5 AND DISTRIBUTION SYSTEMS WHETHER SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PERFORMANCE OF THE WORK. '1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPLACEMENT OR REMEDY OF ANY FAULTY, IMPROPER OR INTERIOR MATERIALS OR WORKMANSHIP WHICH SHALL APPEAR WITHIN (1) YEAR OR AS OTHERWISE SPECIFIED FOR A SPECIFIC COMPONENT AFTER THE COMPLETION AND ACCEPTANCE OF THE WORK UNDER THIS CONTRACT. 8. SILICONE CAULK SHALL BE USED AT THE FOLLOWING LOCATIONS INCLUDING BUT LIMITED TO: I. METAL DOOR AND WALL CONNECTION 2. CONDUIT AND PIPE PENETRATIONS AT WALLS AND CEILING. 3. JUNCTION OF MILLWORK (CABINETS, SHELVES, BOOTHS). 4. STAINLESS STEEL TO WALLS DO NOT CAULK ANY OTHER AREAS, ESPECIALLY AT 6REYWOOD q. CONTRACTOR 15 TO GLEAN WORK AREAS ON A DAILY BASIS 50 AS NOT TO ACCUMULATE DEBRIS. 10. UPON PROJECT COMPLETION CONTRACTOR 15 TO GLEAN WORK AREAS AND JOB SITE THOROUGHLY 50 AS TO REMOVE ALL CONSTRUCTION DUST, RESIDUE, AND DEBRIS. 11. DO NOT OBSTRUCT STREETS, SIDEWALKS, ALLEYS OR OTHER RIGHT-OF-WAY WITHOUT FIRST OBTAINING PROPER PERMITS. 12. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE APPROPRIATE NATIONAL TRADE BOOK; I.E. TILE COUNCIL OF AMERICA HANDBOOK FOR CERAMIC TILE INSTALLATION, ARCHITECTURAL WOODWORK INSTITUTE, "QUALITY STANDARDS" ETC. 15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF WORKS AND OCCUPANTS AT ALL TIMES. 14. ALL CONSTRUCTION SHALL BE PERFORMED DURING THE HOURS OF 7:00 AM TO 6:00 PM, MONDAY THROUGH SATURDAY. NO WORK 15 TO OCCUR ON SUNDAYS OR HOLIDAYS. 15. THE CONTRACTOR SHALL FURNISH AND INSTALL ALL MINOR ITEMS WHICH ARE OBVIOUSLY AND REASONABLE NECESSARY TO COMPLETE ANY INSTALLATION. I(o. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES. 17. PROJECT SHALL CONFORM TO THE: 2022 CRC. 2022 GMG 2022 GPG 2022 GEC 20227-24 AND ALL CITY AND COUNTY LAWS AND ORDINANCES. Ia. ADDITIONAL MECHANICAL, ELECTRICAL AND PLUMBING PERMITS SHALL BE OBTAINED AS REQU I RED. ABBREVIATIONS AG ASPHALTIC CONCRETE FT FOOT, FEET CLG GEILIN6 GAL\/ GALVANIZED CLR CLEAR GYP BD GYPSUM BOARD GONG CONCRETE HORIZ HORIZONTAL CONT CONTINUOUS HT HEIGHT DIA DIAMETER J5T5 JOISTS DIM DIMEN51ON MAX MAXIMUM DWG DRAWING MIN MINIMUM EA EACH NO NUMBER EL ELEVATION OG ON CENTER EO EQUAL READ REQUIRED EN EACH WAY SIM SIMILAR (E) EXISTING 5Q SQUARE FD FLOOR DRAIN THK THICK FL FLOOR TYP TYPICAL FIN FINISH A/ WITH FS FLOOR SINK NH WATER HEATER CONSULTANTS SHEET INDEX 7-1 COVER SHEET 7-2 SITE PLAN A -I DEMOLITION PLAN A-2 PROPOSED I57. FLOOR PLAN A-3 PROPOSED 2ND. FLOOR PLAN A-4 I57 $ 2ND FLOOR ELECTRICAL A-5 EXISTING ELEVATIONS A-6 ELEVATIONS A-7 ELEVATIONS A-5 SECTIONS A-q FENCING S-N GENERAL NOTES $ DETAILS 5-1 FOUNDATION PLAN $ DETAILS 5-2 2ND. FLOOR FRAMING PLAN $ ROOF FRAMING PLAN 5-3 DETAILS 5-4 DETAILS 5-5 DETAILS A5AI STRONG WALL A5A2 STRONG WALL ENV -I TITLE - 24 ENV-2 TITLE - 24 ENV-3 TITLE - 24 OWNERS NAME: OCCUPANCY GROUP: R-3 GON57RUC71ON TYPE: V-B LOT: 7,501 5a. FT. ENGINEER STAMP SCOPE OF WORK NEW I57. FLOOR ADDITION (211 5Q. FT.) - EXISTING LIVING ROOM TO BE EXTENDED. - EXISTING KITCHEN TO BE REMODEL - EXISTING DINING TO BE EXTENDED - NEW ENTRANCE DOOR $ STAIRS. - NEW PATIO (754 50.F7.) NEW 2-57ORY ADDITION (622 SO. FT.) - NEW TWO BEDROOMS, BATHS, $ W.I.0 NEW BALCONY (153 50. FT.) TABULATIONS EXISTING RESIDENCE: 1,27(o SO. FT. EXISTING GARAGE: 4q6 50. FT. NEW IST FLOOR ADDITION: 211 50. FT. NEW PATIO: 754 50. FT. NEW 2-STORY ADDITION: 622 50. FT. NEW BALCONY: 155 50. FT. LOT COVERAGE: 1,27(0 + 4q6 + 211 + 754 = 2,157/1,501 = 55% LOT COVERAGE BUILDING HEIGHT: 2 STORY USE: SINGLE FAMILY DWELLING r � o ® Walnut Valleys 1 �` Water- Fernhollow_ NEW 2 STORY ADD IT I ON f 6 ` % Bella Pine Dr ;/21 , Bella Pine Dr Q a°�Q4c. �r`se Star 0 r 1829 LOS CERROS DRtVE, vy SY srDIAMOND BAR ro 91765 CA, usiness Computer Training tics Pathfin r Rd Pan Ride Tamto pr ce 8292-022-0098'cken APN: CONDITIONS OF APPROVAL NOTES: I. ALL ROOF OR GROUND -MOUNTED MECHANICAL EQUIPMENT (E.6., AIR CONDITIONING, HEATING, VENTILATION DUCTS AND EXHAUST, WATER HEATERS, ETC.), WASTE AND STORAGE AREAS, AND UTILITY SERVICES SHALL BE SCREENED FROM PUBLIC VIEW FROM ABUTTING PUBLIC STREETS AND RIGHTS-OFWAY, AND ABUTTING AREAS) ZONED FOR RESIDENTIAL OR OPEN SPACE USES, INCLUDING VIEWS FROM ABOVE THE SUBJECT PROJECT. THE METHOD OF SCREENING SHALL BE ARCHITECTURALLY COMPATIBLE WITH OTHER SITE DEVELOPMENT IN TERMS OF COLORS, MATERIALS, AND ARCHITECTURAL STYLE SUBJECT TO APPROVAL BY THE DIRECTOR. THE 5GREENIN6 DESIGN/CONSTRUCTION SHALL BLEND WITH THE DESIGN OF THE 5TRU07URE(5) AND INCLUDE APPROPRIATELY INSTALLED AND MAINTAINED LAND50APIN6 WHEN ON THE GROUND. 2. ALL LANDSCAPING, STRUCTURES, ARCHITECTURAL FEATURES AND PUBLIC IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED UPON PROJECT COMPLETION AND PRIOR TO FINAL INSPECTION. VICINITY MAP U) w N W Lu L 0M� c� Z� T��, WV) Ck ® ® X cc of K 0-- U- JOB NUMBER RG23-024 DATE DRAWN 02-25-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED 1 REVISED I Q W UA k z # W Z z U011 O_�� Ld 0 N w U) H z} \�) LLI O F 1� W Q 0 W cy-OO ON< CC ul z � Q SHEET TITLE COVER SHEET SHEET NO. T= Packet Pg. 35 8.1. b N N II � II (E) (E) JE I GH50R GARPOR NI �`4 � NE I &HE3OR GARPORt NO —18547 I WINDOWS (E) TAL AN CYPRESS O (E) I TAL I Y RESS � �� (E) WALL I.5-2' 20 -O HIGH (T P.) TALL W/ 5'—O" 911.00 TW 919.0 TW WROUGHT IRON 913.53 TW I 909.OB FG 917.0 FG FENCE 907.53 FG A-q (E) WALL 1.5-2' TALL W/ 5'-011 WROUGHT IRON FENCE (N) 6'�O" HIGH ® (N) PARKINSONIA 912.89 TW i BETA I N I NG 'DESERT MUSEUM' 5LOGX WALL 908.29 FG - _ _ (E) WALL 5'-6" - (o (E) WALL 5'-6" TALL _II TALL A-11 A-q (N) 5'_6'' HIGH RETAINING 5LOGK WALL 913.89 TW I I 908.29 FG (N) BALCONY S 50. FT. d ° ° d. (E) NE I GH50 ° °°° ° ° d d d ° d d ° ° d d (E) T 1 14 b l 1 d° d ° d d d d ° ° E I GH50R 913.89 TW G PATIO ° ° d d ° ° ° d ° d d d PATIO 910.29 FG = A_q II I I I I I I I I I (N) I I I I I I I I d° d I1 1 1 1 1 1 1 1 1 1 1 1 1 1 PATIO 1 1 1 1 1 1 1 1 1 1 1 1 1 I (N) 2ND FLOOR I ° ° d d ° ° d d d ° d _�i54 50 FT L ADDITION 622 50. FT. d d d d ° d d d ` - (N) 4�6" HIGH RETAINING _�I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I rl I I I I I I I I I I I I I I I I SLOGK WALL NO (E) i WINDOWS 914 TW (E) FAMILY DWELLING 910.29 FG FAMILY DWELLING 0 1,276 50. FT. i -° 1,2i6 50. FT. NEIGH50R ��'��" (E) 4:12 _ (E) A/G NEIGH50R (E) � (E) A/G �O (E) 4:12 0 0 (E) 4: I2 CONDENSER la25 NE GHS�R a01 � 1 CONDENSER (E) 1 NE I GH5OR I 1 1 1825 (E) PORCH (E) 4.1 (E) 1 1 1 1 / (E) �4 50. FT. GARAG 22 1_011 1 GARAG 4�i6 50. FT. 1 i () 4�i6 50. FT. (E) S 1 - ADDITION ° a METE I 11 1 211 50. FT. (E) GAS METER N 1 1 ° w u (E) WALL 5'-6" 1 (N) 4'-O" HIGH ° (E) WALL 5'-6" d E TALL RETAINING E TALL W/ GATE d I 5LOGK WALL d °° m d d - dd d a a I �� 915.79 T 911.79 G a m d d °dd 'add a PROPERTY LINE °AQ. d a 4 I d Q 151-2 11 121_ i ll g d ° d (E) 200 A P (E) 200 Aj,IP a ELEPANEL G. ff) = d ELE°G. 7ANEL d ° °d 5ER a I GE d d d d ° �11 II �� °d SERVICE d d d° ° - EXISTING d ° 157 FLOOR d O ° (E) � i d ° d d ° II ° a ° DRIVEWAY % � d ° ° � — — ° - O Y I ST FLOOR ADDITION d d° 4,d ° OO ° a ° d d ° d° d °° d° ° ° 1 I 2ND ST STORY �E)21� Lr_____1 O O IT 11 I 1 I 1 II �L�_li ADDITION I I Li _ NEW BALCONY (E) JACARANDA = mil D n� WINDOWS M I M05I FOL I A TREE M MOS I FO ATREE 16'-0" HIGH 16-0" HIGH TW TOP of WALL FG FOOT OF GRADE la2l:� LOS EX57N:3; TE FLAN SGALE:II 2 F OFOSED TE FLAN SCALE: U) W �— m > w y W Lu N -A Z � LLI WV� CA <�� LWO-—Az� OX JOB NUMBER RG23-024 DATE DRAWN 02-25-24 DRAWN BY RAZ GRINSAUM SCALE AS NOTED REVISED Q � Ov W # zoo CQ ? W V 0 # Z zw 1 3 KC— # '11p 0 j) # Q LL Ld O N z Lu If)W } a Qts'� W LLI W N Ic W L Z J) Q SHEET TITLE 1 SITE PLAN SHEET NO. T�2 Packet Pg. 36 8.1. b BALL 5�HEDULE EXISTING 2X STUD WALL --i EXIST. 2X STUD WALL TO BE REMOVED (E) DINING (E) PORCH I (E) KITG� W ,- m �Ln VFW w�mN �N }��� L UJ -A z �. ��N�OQX ��IX�O�IL1L JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED UA } LO Q lli W ��LQ# LI. Z OC # W Z # p O_QI'— c�0 Q LL w O H �Luin H z}10 ° cl a Q()0 W cy - �L H Q v �; OMD w CC LNG � zd, �jQ SHEET TITLE I DEMOLITION PLAN SHEET NO. DE1v1CL I TI ON FLAN 5('-,A E: 1,411-11-011 Packet Pg. 37 8.1. b WINDOW SCHEDULE 51rM. OTY. SIZE TYPE MATERIAL U-FACTOR 5H60 LOCATION REMARKS SLIDER VINYL 0.33 0.24 NEW LIVING ROOM O I 3'-0" X 4'-0" SLIDER VINYL 0.55 0.24 NEW KITCHEN WINDOW MEETS EMERGENCY EGRESS REQUIREMENTS. 44" MAX TO SILL, MIN 24" GLR HT., 20" GLR WIDTH, 5.1 SO. FT. MIN. NET CLEAR OPENING. DOOR SCHEDULE 5YM. OTY. SIZE THK TYPE MATERIAL LOCATION REMARKS O I 6'-O" X 6'-8" 1 5/4" FRENCH 5.C.D WOOD/ GLASS NEW LIVING ROOM O I 8'-O" X 6-8" 1 5/8" 5LD DOUBLE VYNIL/ GLASS NEW KITCHEN 5 1 8'-O" X 6-8" 1 5/8" 5LD DOUBLE WOOD EXISTING BEDROOM 2 PLUMBING FIXTURE SCHEDULE FIXTURE TYPE MAXIMUM FLOW RATE AT > 20 5HOWERHEAD5 1.5 GPM (p 80 PSI MULTIPLE 5HOWERHEAD5 1.5 GPM @ 80 PSI FOR ALL COMBINED LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI KITCHEN FAUCETS 1.5 GPM @ 60 P51 GRAVITY TANK -TYPE WATER GLO5ET5 1.25 GALLON5/FLU5HI FLU5HOMETER TANK WATER CLOSETS 1.25 6ALLON5/FLU5HI FLUSHOMETER VALVE WATER CLOSETS 1.25 GALLON5/FLU5H1 ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 6ALLON5/FLU5H1 METERING FAUCETS 0.2 GALLON PER CYCLE URINALS 0.125 6ALLON/FLU5H NOTE: EFFECTIVE JAN 1, 2014, SB 407 REOU I RES REPLACEMENT OF ALL NONGOMPL I ANT PLUMBING FIXTURES IN PROPERTIES BUILT ON OR BEFORE JAN 1, 1 (5i--i4 WITH WATER -CONSERVING PLUMBING FIXTURES. FLOOR FLAN LEOEN BALL 5C,,HEDUL OWINDOW GALL OUT I�7I (N) 30"X30" ATTIC, Ll�j ACCESS W/30" MIN HEADROOM ABOVE EXISTING 2X STUD WALL O DOOR GALL OUT � 4 (P DRYER VENT O SMOKE ALARMS TO BACK SMOOTH METAL NEW 2X STUD WALL BE HARD WIRED W/ DAMPER A BATTERY BACK UP TYP. EXHAUST FAN CAPABLE CEILING OF PROVIDING 50 GFM MOUNTED LIGHT W/ HUMIDITY CONTROL 3 WALL MOUNTED 3 WAY SWITCH L 16HT $D DIMMER SWITCH OCEILING MOUNTED POLE SWITCH RECESSED LIGHT nE 200 AMP ELECTRICAL PANEL H.E. HIGH EFFICACY GM CARBON MONOXIDE OUTLET 110 VOLTS ALARMS SHALL BE (TAMPER RESISTANT OUTLETS I NSTALLED I N REQUIRED IN KITCHEN, DWELLING UNITS AND BEDROOMS, DENS, FAMILY SLEEPING UNITS ROOMS, DINING ROOMS, LIVING WITHIN WHICH FUEL ROOMS, PARLORS, LIBRARY, BURNING APPLIANCES SUNROOMS AND ARE INSTALLED AND RECREATION ROOMS) IN DWELLING THAT HAVE ATTACHED GARAGES. T❑ TEMPERED SAFETY GLAZING WINDOW MEETS EMERGENCY EGRESS REQUIREMENTS. 44" MAX TO SILL, MIN 24" GLR HT., 20" GLR WIDTH, 5.150. FT. MIN. NET CLEAR OPENING. GENERAL NOTES: I. PROVIDE LOW FLOW TOILETS(1.28 G/F), SHOWERHEADS (1.8 GPM), AND FAUCETS (1.2 2. SHOWER MAX TEMPERATURE OF 1200 TO BE PROVIDED BY THE USE OF PRESSURE BALANCE THERMOSTATIC MIXING VALVES. 5. WALL COVERINGS IN SHOWERS AND TUBS TO BE CEMENT PLASTER, TILE, OR EQUAL TO 72'' ABOVE DRAIN. ENCLOSURES MUST BE OF APPROVED SAFETY GLAZ I NO AND DOORS MUST SWING OUT OF SHOWERS. W NDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY GLAZING WHEN LESS THAN 6 0" ABOVE THE DRAIN. 4. PROVIDE A MINIMUM ONE DEDICATED 20 AMPERE CIRCUIT TO BATHROOMS. 5. HEATING EOU I PMENT LOCATED IN AN ATTIC SPACE REOU I RI NG INSPECTION OR MAINTENANCE SHALL PROVIDE AN ACCESS OPENING NOT LESS THAN 50 INCHES BY 50 INCHES. A CONTINUOUS SOLID FLOOR NOT LESS THAT 24 INCHES AND A CLEAR SPACE OF 50'' DEEP AND 50'' WIDE LOCATED AT THE FRONT OF SERVICE SIDE OF EOU I PMENT. 6. FIRST SWITCH TO THE ENTRANCE OF BATHROOMS) AND/OR KITCHEN SHALL BE A FLUORESCENT FIXTURE. (PLUG IN TYPE OR WITH BALLAST) 7. ALL BRANCH CIRCUITS THAT SUPPLY 15 $ 20 AMP. RECEPTACLE OUTLETS INSTALLED IN BEDROOMS TO BE PROTECTED BY AN AFC I . ,5. ALL DUCTING AND CONNECTORS FOR HEATING AND/OR AIR CONDITIONING SHALL BE UL 101 APPROVED. 01. ALL BRANCH G I RGU I TS IN A SINGLE FAMILY RESIDENCE SHALL BE PROTECTED BY COMBINATION TYPE AFC, I DEV I CES, EXCEPT KITCHENS, BATHROOMS, GARAGES $ BASEMENT. 10. A 12'' MINI MUM ACCESS PANEL TO BATHTUB TRAP CONNECTION 15 REOU I RED UNLESS PLUMBING le WITHOUT SLIP JOINTS. 11. PROVIDE I ND I V I DUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE FOR SHOWERS AND TUB SHOWERS. 12. THE CENTER OF THE 15,20,AND 50-AMPERE RECEPTACLES SHALL BE INSTALLED NOT LESS THAN 12'' ABOVE THE FLOOR OR WORKING SURFACE. C d -7n I-!:� II � WALL OR OTHER 4L MEMBER MAY BE 'ED ONCE PLAN CHECK 'PLETED. JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED 1� r Q � Q V IL (� # # 1� O Q # W Z ZT"� O Q — Q �. Q L LLI Lu 14) >n, LLIZ QCk Ii 1� a Q()v W LLI H Q0 Q � Q MDI -< N II L Z Q SHEET TITLE PROPOSED IST. FLOOR PLAN SHEET NO. SC,ALE. A-2 I Packet Pg. 38 8.1. b WINDOW SCHEDULE SYM. QTl'. SIZE TYPE MATERIAL U-FACTOR 5HC70 LOCATION REMARKS O 1 5'-0" X 2'-0" SLIDER VINYL 0 .33 0.24 NEW BATH #I O 2 4'-0" X 4'-0" SLIDER VINYL 0 .33 0.24 NEW BEDROOM #I $ 2 WINDOW MEETS EMERGENCY EGRESS REQUIREMENTS. 44" MAX TO SILL, MIN 24" GLR HT., 20" GLR WIDTH, 5.1 50. FT. MIN. NET CLEAR OPENINS. DOOR SCHEDULE SYM. QTY. SIZE THK TYPE MATERIAL LOCATION REMARKS #I, O3 2'-6" X 6'-5" 1 3/4" POCKET WOOD BATH #I, 6 W.I.G. #2 NEN O I 2'-6" X 6-5" 1 5/8" BARN WOOD BATH #2 NEW O 2 2'-6" X 6'-8" 1 5/8" SWING H.G.D. WOOD BEDROOM #1 $ 2 VYNIL/ NEW O 1 5'-0" X 6-5" 1 5/8" SLD DOUBLE GLASS HALL WAY 2 VYNIL/ NEW O 6'-0" X 6-5" 1 5/8" SLD DOUBLE GLASS BEDROOM #1 $ 2 PLUMBING FIXTURE SCHEDULE FIXTURE TYPE MAXIMUM FLOW RATE AT > 20 5HOWERHEAD5 lb GPM @ 50 PSI MULTIPLE SHOWERHEADS lb GPM @ 80 PSI FOR ALL COMBINED LAVATORY FAUCETS, RESIDENTIAL 1.2 GPM @ 60 PSI KITCHEN FAUCETS 1.5 GPM @ 60 PSI GRAVITY TANK -TYPE WATER CLOSETS 1.25 6ALLON5/FLU5HI FLUSHOMETER TANK WATER CLOSETS 1.25 6ALLON5/FLU5HI FLU5HOMETER VALVE WATER CLOSETS 1.25 GALLON5/FLU5H1 ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.25 6ALLON5/FLU5HI METERING FAUCETS 0.2 GALLON PER CYCLE URINALS 0.125 GALLON/FLUSH NOTE: EFFECTIVE JAN 1, 2014, SB 407 REQUIRES REPLACEMENT OF ALL NONCOMFL I ANT FLUMBI NO FIXTURES IN PROPERTIES BUILT ON OR BEFORE JAN 1, c1014 WITH WATER -CONSERVING FLUMBI NG FIXTURES. FLOOR FLAN LEOEND BALL 5(f-.,HEDUL O WINDOW GALL OUT IC7I (N) 30"X30" ATTIC r Ll-2j ACCESS W/30" MIN OHEADROOM DOOR GALL OUT ABOVE EXISTING 2X STUD WALL 4 (P DRYER VENT - SMOKE ALARMS TO SMOOTH METAL NNEW .................... 2X STUD WALL U) � S O BE HARD WIRED W/ BACKDRAFT A BATTERY BACK UP TYP. EXHAUST FAN CAPABLE CEILING OF PROVIDING 50 GFM MOUNTED LIGHT W/ HUMIDITY CONTROL WALL MOUNTED 3 3 WAY SWITCH LIGHT D DIMMER SWITCH ❑l GEILIN6 MOUNTED POLE SWITCH RECESSED LIGHT , 200 AMP ELECTRICAL PANEL H.E. HIGH EFFICACY CARBON MONOXIDE OUTLET 110 VOLTS CM ALARMS SHALL BE (TAMPER RE515TANT OUTLETS I NSTALLED I N REQUIRED IN KITCHEN, DWELLING UNITS AND BEDROOMS, DENS, FAMILY SLEEPING UNITS ROOMS, DININS ROOMS, LIVING WITHIN WHICH FUEL ROOMS, PARLORS, LIBRARY, BURNING APPLIANCES SUNROOM5 AND ARE INSTALLED AND RECREATION ROOM5) IN DWELLING THAT HAVE ATTACHED GARAGES. T❑ TEMPERED SAFETY GLAZING El WINDOW MEETS EMERGENCY EGRESS REQUIREMENTS. 44" MAX TO SILL, MIN 24" GLR HT., 20" GLR WIDTH, 5.1 50. FT. MIN. NET CLEAR OPENING. c5ENE AL NOTES: I. PROVIDE LOW FLOW TOILETS(1.28 G/F), SHOWERHEADS (1.8 GPM), AND FAUCETS (1.2 GPM). 2. SHOWER MAX TEMPERATURE OF 1200 TO BE PROVIDED BY THE USE OF PRESSURE BALANCE THERMOSTATIC MIXING VALVES. S. WALL COVERINOS IN SHOWERS AND TUBS TO BE CEMENT PLASTER, TILE, OR EQUAL TO 72" ABOVE DRAIN. ENCLOSURES MUST BE OF APPROVED SAFETY GLAZING AND DOORS MUST SW I NO OUT OF SHOWERS. WINDOWS IN ENCLOSURE WALLS SHALL BE LABELED SAFETY OLAZ I NG WHEN LESS THAN 60'' ABOVE THE DRAIN. 4. PROVIDE A MINIMUM ONE DEDICATED 20 AMPERE CIRCUIT TO BATHROOMS. 5. HEATING ECRU I FMENT LOCATED IN AN ATTIC SPACE REaU I RI NG I NSFEGTI ON OR MAINTENANCE SHALL FROV I DE AN ACCESS OFEN I NG NOT LESS THAN 50 I NGHES BY 50 INCHES. A CONTINUOUS SOLID FLOOR NOT LESS THAT 24 INCHES AND A CLEAR SPADE OF 50'' DEEP AND 50'' WIDE LOCATED AT THE FRONT OF SERV I GE SIDE OF EOU I FMENT. 6. FIRST SWITCH TO THE ENTRANCE OF BATHROOM(S) AND/OR KITCHEN SHALL BE A FLUORESCENT FIXTURE. (PLUG IN TYFE OR WITH BALLAST) 7. ALL BRANCH C I RGU I TS THAT SUPPLY 15 & 20 AMP. RECEPTACLE OUTLETS INSTALLED IN BEDROOMS TO BE PROTECTED BY AN AFG I . 8. ALL DUCTING AND CONNECTORS FOR HEATING AND/OR AIR CONDITIONING SHALL BE UL 181 APPROVED. Ir-1. ALL BRANCH C I RGU I TS IN A S I NOLE FAMILY RESIDENCE SHALL BE PROTECTED BY COMBINATION TYPE AFG I DEVI DES, EXCEPT <I TCHENS, BATHROOMS, GARAGES $ BASEMENT. 10. A 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP GONNECTION IS REOUIRED UNLESS PLUMBING IS WITHOUT SLIP JOINTS. 11. FROV I DE INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYFE FOR SHOWERS AND TUB SHOWERS. 12. THE CENTER OF THE 15,20,AND 50-AMPERE RECEPTACLES SHALL BE INSTALLED NOT LESS THAN 12'' ABOVE THE FLOOR OR WORKING SURFACE. i N i N SnI_!:�u ch W ,- m �Lf) VFW w�mN �N }��� LLI WV)V w LWO-1 u ��N�QQX JOB NUMBER RG24.24 DATE DRAWN 04-15-24 DRAWN BY RAZ 6RINBAUM SCALE AS NOTED REVISED UA >n, LO Q lli IL # W # Z z T -� # 1 c0 Q L LL-1 O �Lu14) y zLLI}� ()v a QCk W LLI uj 7 CC W L Z Q SHEET TITLE PROPOSED 2ND. FLOOR PLAN SHEET NO. F:'F;�OFOSED 2ND. FLOOR FLAN SC,ALE. A-5 I Packet Pg. 39 8.1. b AFGIF"7 JQ AFGI FGI ��/---\\ O GW/PI/�I �� O AFG T \I \l (N) BEDROOM #1 I (N) (N) I / BALGONI' 5EDROOM #2 / / O O — — — — — — �-_�T" 15" �� AFQ AFC I AFGI � � / \ � / AFGI GFGI 00 O /N) l AFGI f ® 1 r BATHv;;;#1 . \ F _Jnl F L##2 ® (N) O W.1.G. #1 I& / (N) KI (G. O e e AFGI 15 AFGI 15" 15" 14 MIN. MIN. 13 12 11 2ND FLOOR ELE(f.,TR SAL SCALE: FLOOR FLAN LEOE I I� Y BALL SC-,,HEE�)ULE EXTENDED AFGI WINDOW GALL OUT � 71 T (N) 30"X30" ATTIC 1 \ ACCESS &/80" MIN DOOR GALL OUT O HEADROOM ABOVE EXISTING 2X STUD WALL - - � 4"(P DRYER VENT SMOKE ALARMS TO SMOOTH METAL NNEW 2X STUD WALL O BE HARD WIRED W/ BACK DRAFT - - - A BATTERY BACK DAMPER / UP Tl'P. EXHAUST FAN CAPABLE AFGI / CEILING OF PROVIDING 50 GFM i MOUNTED LIGHT &/ HUMIDITY CONTROL - WALL MOUNTED3 5 WAY 5WITGH LIGHT D DIMMER SWITCH WiP \ - GFGI ❑T CEILING MOUNTED RECESSED POLE 5WITGH LIGHT 200 AMP nE ELECTRICAL PANEL H.E. HIGH EFFICACY CARBON MONOXIDE GM OUTLET 110 VOLTS ALARMS SHALL BE (TAMPER RESISTANT OUTLETS INSTALLED IN DWELLING UNITS AND REQUIRED IN KITCHEN, BEDROOMS, DENS, FAMILY 5LEEPIN(5 UNITS ROOMS, DINING ROOMS, LIVIN6 WITHIN &HIGH FUEL ROOMS, PARLORS, LIBRARY, SUNROOMS AND BURNING APPLIANCES ARE INSTALLED AND T T T RECREATION ROOMS) IN DWELLING THAT HAVE ATTACHED SCALE: GARAGES. T❑ TEMPERED SAFETY GLAZING WINDOW MEETS EMERGENCY EGRE55 REQUIREMENTS. 44" MAX TO SILL, MIN 24" GLR HT., 20" GLR WIDTH, 5.1 50. FT. MIN. NET CLEAR OPENING. W ,- m V) W u � N > 0) WV) LW�-1 u In ��IXO�IL1L JOB JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED UA } LO Q lli Q � W ��LQ# LL. Z O Q # W Z ZT"� # Q Q W} cl W � � Q v Q Q UA SHEET TITLE I ELECTRICAL PLAN SHEET NO. ELEC.�TRIC,AL FLAN A�4 Packet Pg. 40 8.1.b /C1 oC— =ml-v (E) s I r SIERRA ROOF TO Rl (C) (VK/,NT WOOD SIDING /=1 acre nai�-v k�/ C7M/`%T WOOD TRIM WOOD SIDING SOUTH/LEFT ELEVATION y i I 11 4 SO RIDGE NORTH/RIGHT ELEVATION y4 s 11_011 (E) GRAY WOOD SIDING (E) RED BRICK TO REMAIN - (E) WHITE WOOD TRIM (E) SINGLES /mil o�r� aoiiv EAST/FRONT ELEVATION y = I 11 4 SO :I DGE TE I X6 WOOD FACIA TO BE LACE W/ 2X6 J� L (E) GRAY STUCCO M.F.- Oi (E) W RE M (E) SLIDING - DOOR COLOR WHITE. SCREEN COLOR BLACK WEST/REAR ELEVATION 4 U) W I— > ky- NW Lu NCA M z�. ®x Mad e\K0-u- JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED ol Lu ff) Q 1y # LL # N W Z z�-� IOU: O 03 — lL LLI N �LuLn N z}LLI 0 �w Q W < O V o Ly CC L a z�� SHEET TITLE I EXISTING ELEVATIONS SHEET NO. EXl5filNr-:;; ELEVATIONS SCALE: Packet Pg. 41 8.1.b ❑2UNAN .. JELBr JELD- WEN TEMPERED 6LA55 PREHUNG SLIDING VINYL DOOR COLOR: WHITE SCREEN COLOR: BLACK IEL�l . EOIL FRONT VINYL FRENCH DOOR COLOR: BLACK CHARCOAL WOOD: FACIA, BEAM, POST, 4 KNEE BRACE COLOR: WHITE WROUGHT -IRON GUARD RAILING COLOR: BLACK U-PROGRESS LIGHTING 0 P5862-20 Category:Outdoor Room Type: Outdoor Lighting Finish_ Antique Bronze Style- Traditional/Classic Family: Westport Description: One -light cast wall lantern with clear seeded glass_ DIA TELOE. V-4500 SLIDING VINYL WINDOW COLOR: WHITE SCREEN COLOR: BLACK (N) ROOFING 220# 51ERRA GRAY SHINGLES T 1- #50 FELT, GLA55 A (TO MATCH EXISTING) TYPICAL 100 E5R-1475 RIDGE 1 (N) WHITE 2X6 WOOD FACIA �7 (TO MATCH EXISTING) T -------------- -- ---------------- I GRAY �(N) - STUCCO TO MATCH EXISTI ❑5 _ 3 N -� (N) BLACK WROUGHT IRON GUARDRAIL `p _ 3 N olI_O - 0 F.G. F. . ZZ GRAY STUCCO �7 (N) WHITE (N) '/a" GRAY STUGGn Tn ❑5 MATGH❑EXISTING @ FOUNDATION PLATE STUCCO AND 51 D I NG COLOR: GRAY TPI F'11' ROOF SHINGLES COLOR: SIERRA GRAY IX6 WINDOW TRIM TYPICAL SIDING WINDOWSILL DETAIL "Alf TS NOTE5: I. REPLACE THE WOOD SIDING WITH A MORE PERMANENT, EMB055EP LAP/FIBER CEMENT SIDING. WOOD 51DING TEND5 TO DEGRADE OVERTIME AND IMPACT THE VISUAL QUALITY OF THE RESIDENCE. 2. WOOD TRIM5 AROUND DOOR5 AND 1,NINDOW5 TO MATCH EXISTING IN WIDTH. MATERIAL AND COLOR. WEST/REAR ELEVATION SIERRA :AY ROOF REMAIN 41TE 2X6 7 FACIA �7 REPLACED PLATE EXISTING 5 SOUTH/LEFT ELEVATION 1A N W w i cv Z�L�(f) 0 ILW�-�z� OOX o(\K0LLL JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED LU U� N O W Z mil- z�-� LL LLI N LUIf) N z}LLI 0 �W W < 0 H < O o cc LLI a z�� SHEET TITLE I ELEVATIONS SHEET NO. ELEVAT1ONS S(i,- ALE /,411-11-011 Packet Pg. 42 8.1.b (N) WHIT M WOOD f ROOF PLAN SIDING TO REPLACED NOTES: I. REPLACE THE WOOD SIDING WITH A MORE PERMANENT, EMB055EP LAP/FIBER CEMENT SIDIN(5. WOOD SIDING TENDS TO DEGRADE OVERTIME AND IMPACT THE VISUAL QUALITY OF THE RESIDENCE. 2. WOOD TRIMS AROUND DOOR5 AND WINDOWS TO MATCH EXISTING IN WIDTH, MATERIAL AND COLOR. (N) ROOFING 220# GOMP051TION DARK RIDGE NORTHIRICHT ELEVATION . i II-o il E) ROOF -O REMAIN WHITE 2X(o )OD FACIA IE EAST/FRONT ELEVATION /v4II - I ,-oll IA NW w x Z � Lu an Lu Lu - Lu z� 06 0( K 0-- LL JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED Lu If) Oo X # LL. 0 (D # # O# W Z z�-� 3 <�-# 0 Q W � � Z - � a zQcl SHEET TITLE I ELEVATIONS 4 ROOF PLAN SHEET NO. ELEVAT�ONS I$ F�00F FLAN S(i,- ALE /,411-11-011 A�7 Packet Pg. 43 8.1.b (N) 2X R.R. (N) 2X R.R. SECTION "A" SECTION IICII r 11 11 4 _ 1 1-o SECTION IIDII Y4 II - I I-011 1) U) W I- > ky- NW Lu NCA M z�. ®x Mad e\K0-u- JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED ol Lu ff) Q Oo �1L, Iv(D# Z� W Z z�-� 3 ��-# 0 O W � � Z a z�� SHEET TITLE 1 SECTIONS SHEET NO. SCALE: /4 I I= 11- 0 I I 00, W-l-Ep Packet Pg. 44 8.1. b FI1 GRAD 2-#. TO 5 III ADE DETAIL _ 2 SCALE: N.T.S. / I \ FTI —n- —O n —11 1C i n a ISCALE: N.T.S. (E) fin" MIN DETX L SCALE: N.T.S. SOUTH/LEFT ELEVATION _ � 9 TENS N0 4DE :UBIG YARD Iq.14 CUBIC YARD ( 0 STUCCO BLOCK WALL 8 DECORATIVE GAP COLOR: GRAY WROUGHT -IRON GUARD RAILING COLOR: BLACK I T IRON FENCE )R BLACK) 55 FG '_ 1 GHBOR ZI VEWAY J(iALE . /411_ I i_oil JOB NUMBER RG24.024 DATE DRAWN 04-15-24 DRAWN BY RAZ GRINBAUM SCALE AS NOTED REVISED UA Ll N ,Q V 1 LLI T V tk�0# n V 1 Q {} i-F W Z Z�"� � # p c0 Q LL LLI O y LLI 14) Z >n �Q LLIy O F 1� Ck a Q()v W � H L O0 MDI CA CC LLI Z - Q SHEET TITLE FENCING SHEET NO. A�,:�f Packet Pg. 45 GENERAL SPEC. FOR SITE GRADING & EXCAVATION I 8.1.b I SIMP. HDU & HDA ICC.ES.ESR. #2330 L.A. R.R. #25720 SIMP. CB ICC.ES.ESR. #3050 L.A. R.R. #25985 SIMP. CC & CCO ICC.ES.ESR. #2604 L.A. R.R. #25714 SIMP. PC ICC.ES.ESR. #2523 #2604 L.A. R.R. #25714 SIMP. HUTF ICC.ES.ESR. #2523 L.A. R.R. #25800 SIMP. ST, MST, & MSTA ICC.ES.ESR. #2105 L.A. R.R. #25713 SIMP. GLT ICC.ES.ESR. #2615 L.A. R.R. #25803 SIMP. A-35 ICC.ES.ESR. #112 L.A. R.R. #25803 SIMP. U, LU, HGRS ICC.ES.ESR. #3096 L.A. R.R. #25910 SIMP. UFP10 ICC.ES.ESR. #2616 L.A. R.R. #25726 SIMP. SET-XP EPDXY ICC.ES.ESR. #2508 L.A. R.R. #25965 SIMP. ET EPDXY ICC.ES.ESR. #4945 L.A. R.R. #25120, 25185 SIMP. SW STRONG WALL ICC.ES.ESR. #1267 L.A. R.R. #25625 WFDGF ANCHOR ICC.ES.ESR. #1137 L.A. R.R. #2748 CITY OF LA. R.R. NUMBERS - 2 ANCHOR BOLTS MODEL SIDS ANCHOR E OICC# X) FTG END NO. SCREWS BOLTS 08 POST HDU2 6-SDS �/4" x 2 1/2" SSTB16 17 5/8" / 5/8"DIA. 2-2X4 HDU4 �o-sos 1/4" X 2 1/2" SSTB20 21 5 8" / 5 8"DIA.OR / 4X4 HDU5 14-sos '/4/2" SSTB24 25 5 / 8' 3 / 4"DIA. HDU8 20-SDS 1/4" x 2 1/2" SSTB28 29 7/8" 7/8"DIA. 4X4 11 It iu OLD OWN N.T.S. WOOD POST HD" OLD DOWN a a. S! E c d a d a a EX FIG FIG HOLD DOWN SCHEDULE N.T.S. �V=KIM PLYWOOD AS ATED ON SECTIONS )ETAILS 'LATES 3X BLKG AT PPORTED EDGES 'IDE WIID POST AT DOWN ANCHORS EDGE NAILING FIELD NAILING KG AT OPENINGS NAIL ALL SIDES 'ENING ING WHERE OCCURS DOWN WHERE =D FOR ON PLANS NAILING AT SILL NLAIES NOTES 1. ALL NAILS SHALL HAVE A MINIMUM 3/8" EDGE DISTANCE 2. PROVIDE 2X STUDS AND BLOCKING AT ALL PLYWOOD JOINTS, UNLESS NOTED OTHERWISE. 3. EDGE NAIL PLYWOOD TO ALL 4X OR LARGER POST OR COLS. 4. LONG DIRECTION OF PLYWOOD SHEETS TO RUN PARALLEL TO STUDS UNLESS AN ALTERNATE PROPOSAL IS SUBMITTED TO AND APPROVED BY THE ENGINEER. TYP. NAILING C@ SHEAR WALL - 4 N.T.S. 01UDS@16" O.C. PLYWOOD SHTS. WHERE OCCURS (TYP.) 16d@12" O.C. 20d@12"O.C. WHERE PLYWU. OCCURS WALL CORNER DETAIL N.T.S. 1. A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40, UNLESS NOTED OTHERWISE ON DRAWINGS. B. WELDED WIRE FABRIC SHALL BE MADE OF COLD DRAWN WIRE AND SHALL CONFORM TO ASTM A185. 2. ALL BARS SHALL BE FREE OF RUST. GREASE, MILL SCALE OR ANY MATERIAL WHICH MIGHT AFFECT ITS BOND TO CONCRETE. 3. ALL BAR BLENDS SHALL BE MADE COLD. 4. BAR LAPS SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS OR AT LOCATIONS SHOWN ON THE DRAWINGS AND AS INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAP SHALL BE 2 FEET FOR CONCRETE AND 40 DIAMETERS FOR CONCRETE BLOCK MASONRY UNLESS NOTED OTHERWISE. 5. ALL TESTING OF REINFORCING STEEL SHALL BE AS REQUIRED BY LOCAL BUILDING CODE OR AS OTHERWISE NOTED IN THE SPECIFICATIONS. 6. PRIOR WELDING PROCEDURE APPROVAL IS REQUIRED FOR WELDING OF GRADE 60 REINFORCING STEEL. WOOD FRAMING 1. ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR (COAST REGION) UNLESS OTHERWISE NOTED. A. 2x4 & 3x4 STUDS...................................................................................................................................STUD GRADE B. ROOF JOIST & 2x6 STUDS......................................D.F. NO.2 J&P............................................... 875PSI C. FLOOR JOIST.................................................................D.F. NO.2 J&P............................................... 1000PSI D. ALL BEAMS.....................................................................D.F. NO.1 J&P................................................ 1000PSI E. BEAMS GREATER THAN 5" THICK................SELECT STRUCT. B&S....................................... 1450PSI F. POSTS................................................................................D.F. NO.1 P&T................................................. 925PSI 2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, MASONRY OR CONCRETE SHALL BE TREATED WITH A PRESERVATIVE, OR SHALL BE DECAY RESISTENT WOOD AS PRESCRIBED IN DIVISION 31 (WOOD PRESERVATIVE). 3. ALL WALLS SHALL BE BOLTED TO FOUNDATION (CONCRETE OR CONCRETE BLOCK) WITH 5/8" 0 ANCHOR BOLTS EMBEDDED 7 " INTO FOOTING WITHIN 12" OF THE ENDS OF EACH WALL PANEL AND NOT MORE THAN 6'-0" O.C. AND HAVE MINIMUM TWO BOLTS PER PIECE OF SILL PLATE AND ONE LOCATED WITHIN 12" AND NOT LESS THAN 7 BOLT DIAMETER OR 4-%" OF EACH END OF EACH SILL PLATEWITH 3" X 5/16" X 3" PLATE WASHERS, EXCEPT AS CALLED OUT FOR SHEAR WALLS. 4. A DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME WIDTH AS THE STUDS SHALL BE PLACED AT THE TOP OF EVERY BEARING PARTITION OR EXTERIOR WALL. SUCH DOUBLE PLATES SHALL BE LAPPED AT CORNER, AND JOINTS, IN UPPER AND LOWER MEMBERS, SHALL BE AT LEAST FOUR FEET APART, EXCEPT AT CORNERS. 5. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE FRAMED OF 2x4 STUDS @ 16" O.C. WHEN SUPPORTING LOADS FROM ROOF AND A MAXIMUM OF ONE FLOOR ABOVE AND SHALL BE FRAMED OF 3x4 OR 2x6 STUDS ® 16" O.C. WHEN SUPPORTING LOADS FROM ROOF AND TWO OR MORE FLOORS ABOVE UNLESS OTHERWISE NOTED ON DRAWING. AT STAGGERED STUD WALLS USE 2x4 Q 16" EA. SIDE TYPICAL ® ALL FLOORS UNLESS NOTED OTHERWISE (SEE PLANS). 6. EVERY WOOD STUD BEARING WALL OR BEARING PARTITION SHALL BE BRACED AT EACH END OR AS NEAR AS POSSIBLE, AND AT LEAST EVERY 25 FEET OF ITS LENGTH. THE TYPE OF BRACING SHALL MEET THE CODE REQUIREMENTS FOR THIS PURPOSE. 7. FLOOR JOISTS SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL TO THE JOISTS. USE DOUBLE STUDS OR 4x4 POSTS UNDER DOUBLE JOISTS OR 4x BEAMS, UNLESS OTHERWISE CALLED FOR ON FRAMING PLANS. 8. ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS (TABLE 2304.9.1) LOCAL BUILDING CODE, EXCEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE NAILS UNLESS OTHER TYPE OF NAIL IS ALLOWED BY THE 2019 C.B.C. (SEE ALSO PLYWOOD NOTES.) 9. BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A-307. 10. PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING TO "PSI-95" OF GRADE CALLED FOR BELOW, LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. USE COMMON NAILS ONLY UNLESS OTHERWISE APPROVED BY THE STRUCTURAL ENGINEER AND LOCAL BUILDING OFFICIAL. A. ROOF SHEATHING SHALL BE: 1/2" PLYWOOD, STRUCT. II, NAILED WITH 8d NAILS @ 6" O.C. AT ALL DIAPHRAGM AND WALL BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 8d NAILS 6" O.C. AT PLYWOOD PANEL EDGES AND 8d NAILS @ 12" O.C. TO INTERMEDIATE SUPPORTS. iNDEX #24/0. B. FLOOR SHEATHING SHALL BE 5/8" PLYWOOD, (T&G), NAILED WITH 10d NAILS AT 6" O.C. AT ALL DIAPHRAGM AND WALL BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 10d NAILS ® 6" O.C. AT PLYWOOD PANEL EDGES AND 10d NAILS @ 10" O.C. TO INTERMEDIATE SUPPORTS. INDEX #32/16. C. PLYWOOD SHEATHING SHALL BE INSPECTED AND APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING WITH FLOOR OR ROOF MATERIAL. D. SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD ONLY WHERE CALLED FOR ON DRAWING. CONCRETE 1. CONCRETE USED IN THE JOB SITE SHALL HAVE THE FOLLOWING COMPRESSIVE STRENGTH AT AGE 28 DAYS: LOCATION IN METHOD OF ULTIMATE (f'c) STRUCTURE PROPORTIONING STRENGTH A. SLAB ON GRADE STANDARD 250OPSI B. WALL FOOTINGS STANDARD 250OPSI C. POST OR COLUMN FOOTINGS STANDARD 250OPSI D. CONCRETE GRADE BEAM STANDARD 3000PSI (INSPECTION REQUIRED) NOTE : NO INSPECTION REQUIRED ON ALL OF THE ABOVE IF f'c < 2500 PSI 2. ALL CONCRETE SHALL BE STONE CONCRETE UTILIZING AGGREGATE CONFORMING TO ASTM C33. CEMENT SHALL BE TYPE 1 OR 11 CONFORMING TO ASTM C 150. 3. CONCRETE COVER REINFORCING STEEL SHALL BE AS FOLLOWS, U.N.O.: A. CONCRETE AGAINST EARTH (UNFORMED) ........ 3" B. CONCRETE AGAINST EARTH (FORMED)..............2" 4. BEFORE CONCRETE IS PLACED THE CONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC., RELATING TO THE WORK, AS SHOWN IN THE DRAWINGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVED BY THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE. 5. ALL CONCRETE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2500 PSI AT 28 DAYS SHALL BE PLACED UNDER THE SUPERVISION OF A DEPUTY -INSPECTOR LICENSED BY THE LOCAL BUILDING OFFICIAL. 6. PLACEMENT DRAWINGS FOR REINFORCING STEEL SHALL BE PROVIDED AT THE JOB SITE A MINIMUM OF ONE WORKING DAY PRIOR TO PLACING OF REINFORCING STEEL. 7. CONCRETE QUALITY, INSPECTION AND TESTS SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS FOR CONCRETE DESIGNED BY ULTIMATE STRENGTH METHOD. 8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED BY CODE FOR THE VARIOUS CONCRETE STRENGTHS REQUIRED FOR THE WORK. CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING LABORATORY TO PREPARE MIX DESIGNS FOR THE WORK. COPIES OF SUCH MIX DESIGN, AS WELL AS 7 DAY AND 28 DAY CYLINDER TEST RESULTS SHALL BE SENT TO THE STRUCTURAL ENGINEER AND THE METHOD II IS REQUIRED OPTIONAL FOR OTHERS. FOUNDATIONS 1. ALL EXISTING FILL, NEAR SURFACE SOFT SOILS, VEGETATION, DEBRIS AND DISTURBED SOILS IN THE STRUCTURE, SLAB, OR PAVEMENT AREAS SHALL BE EXCAVATED. THE EXCAVATED AREAS SHALL BE OBSERVED BY THE SOIL ENGINEER. 2. AREAS TO RECEIVE COMPACTED FILL SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND MOISTENED, AS REQUIRED TO OBTAIN OPTIMUM MOISTURE. THE SCARIFIED AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM LABORATORY DENSITY AS DETERMINED BY THE ASTM D 1557-70 COMPACTION METHOD. 3. THE LOOSE POCKETS OF THE SOIL BELOW THE PROPOSED BOTTOMS OF THE EXCAVATION PLANES SHALL BE EXCAVATED AND RECOMPACTED. THE EXCAVATED AREA SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER PRIOR TO PLACING CONTROLLED, COMPACTED FILL. 4. FILL, CONSISTING OF THE SOIL APPROVED BY THE SOILS ENGINEER, SHALL BE PLACED IN CONTROLLED LAYERS WITH APPROVED COMPACTION EQUIPMENT. EACH LAYER SHALL MATERIAL USED. THE FIELD DENSITY SHALL BE DETERMINED BY THE ASTM 1556-64 METHOD OR EQUIVALENT. 5. THE EXCAVATED, ON SITE CLEAN FILL MATERIAL IS CONSIDERED SATISFACTORY FOR REUSE IN THE CONTROLLED FILL. ALL IMPORTED FILL SHALL BE NONEXPANSIVE AND LARGER THAN 6 INCHES IN DIAMETER SHALL NOT BE USED. UNLESS THEY ARE SUFFICIENTLY BROKEN DOWN. 6. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING GRADING BY THE SOIL ENGINEER TO ASSIST THE CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION AND THE PROPER MOISTURE CONTENT. WHERE COMPACTION OF LESS THAN 90% IS INDICATED, ADDITIONAL COMPACTIVE EFFORT SHALL BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS NECESSARY UNTILL 90% COMPACTION IS OBTAINED. THE FOLLOWING SHALL BE OBSERVED AND/OR TESTED BY THE ENGINEERING GEOLOGIST AND/OR A REPRESENTATIVE OF: A. PLACEMENT AND COMPACTION OF ANY STRUCTURAL COMPACTED FILL. B. RETAINING WALL BACKDRAIN AND BACKFILL, AND UTILITY TRENCH BACKFILL. C. BOTTOM OF THE EXCAVATION AFTER REMOVAL OF UNSUITABLE MATERIALS. D. FOUNDATION EXCAVATION PRIOR TO FORMING AND POURING. E. TEMPORARY EXCAVATION; AND F. OTHER GEOTECHNICALLY RELATED SITE OPERATIONS. GLUED LAMINATED BEAMS 1. GLUED LAMINATED BEAMS SHALL BE FABRICATED IN THE SHOP OF A FABRICATOR LICENCED BY THE LOCAL BUILDING OFFICIAL. EACH BEAM SHALL HAVE AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION ISSUED BY AN APPROVED INSPECTION OR TESTING AGENCY. 2. REFER TO ARCHITECTURAL DRAWINGS FOR APPEARANCE GRADE. FINISH,ETC. 3. ALL GLUED LAMINATED BEAMS SHALL BE FABRICATED OF STRESS GRACED DOUGLAS FIR LUMBER UTILIZING COMBINATION "24F-V8 DF/DF." (240OPSI). 4. GLUE SHALL BE EXTERIOR TYPE CONFORMING TO FEDERAL SPECIFICATION MIL A 397E OR MIL A-5534A. 5. REFER TO DRAWING FOR CAMBERS. 6. CONTRACTORS SHALL SUBMIT SHOP DRAWINGS OF GLUED LAMINATED BEAMS FOR APPROVAL PRIOR TO FABRICATION. 7. THE MAX. MOISTURE CONTENT OF THE WOOD AT THE TIME OF GLUING SHALL NOT EXCEED 14% NOR LESS THAN 7%. 8. BEAM SHALL BE "INDUSTRIAL" APPEARANCE GRADE. 9. MATERIALS MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH COMMERCIAL STANDARD, CS-253" STRUCTURAL GLUED LAMINATED TIMBER". 1. FOUNDATION ENGINEER SHALL INSPECT FOOTING EXCAVATIONS TO VERIFY DEPTHS PRIOR TO PLACEMENT OF FORMS AND/OR REINFORCING STEEL. 2. ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPERVISION OF THE FOUNDATION ENGINEER TO 90% OF MAXIMUM DENSITY. 3. FOR SOIL INFORMATION, WHICH IS PART OF THE CONTRACT DOCUMENTS, REFER TO SOIL REPORT, IF APPLICABLE, AS REQUIRED FOR RECOMMENDATIONS. 0 rn K D/3 MAX. rn � � o ry D/3 MAX. X N Z z a�o NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOISTS (NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN) (HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH) 5/8" MIN 25% MAX. 40% MAX. EXTERIOR WALLS AND BEARING PARTITIONS 5/8",70 MIN. 40% MAX. 60% MAX. NON -BEARING PARTITIONS EXTERIOR WALLS AND BEARING WALLS MAY HAVE BORED HOLES BETWEEN 40 AND 60 PERCENT WHEN STUD IS DOUBLED AND NOT MORE THAN TWO SUCCESSIVE DOUBLE STUDS ARE BORED (R502.8, R802.7.1 R602.6) FOUNDAT�ON PLAN & DETA�LS �OFESSIONq e�eNANIE 0 Z w J 37 m * EXP. �T�TFOF PANEL NAILING BLK'G. TO 2 BLK'G. TO SILL PL. 2 ANCHOR BOLT EMBED. ALLOWABLE N0. OF TYPE MATERIAL LAYER SIDES & DBL. PL. CONN. & BOTT. PL. NAIL'G. OPTIONS 2's DEPTH SHEAR STRESS (#/') PLIES EDGE FIELD PLYWD„ 32STR OR OSB 1 1 8d ® 6" O.C. 8d ®12" O.C. A35/LTP4 @ 16" O.C. 16d ® 4" O.C. 5/8" 0 ® 48" X 12" LG. g» 280 5 PLYWD. 32STR OR OSB 1 1 10d ® 6" O.C. 8d ®12" O.C. A35/LTP4 ®16" O.C. 16d ® 4" O.C. 5/8" 0 @ 48" X 12" LG. 9" 340 5 PLYWD„ 32STR OR OSB 1 1 8d ® 4" O.C. 8d ®12" O.C. A35/LTP4 @ 12" O.C. 16d ® 3" O.C. 5/8" 0 ® 32" X 12" LG. 9" 430 5 ZL 15/32" STR OR OSB PLYWD. 1 1 8d ® 3" O.C. 8d ®12" O.C. A35/LTP4 ®12" O.C. 3/8"t LAGSCREW X 5 @ 16 O.C. 5/8" 0 ® 24" X 12" LG. / 9" 550 5 PLYWD. STR OR OSB PLYWD. 1 1 8d ® 2" O.C. 8d ®12" O.C. A35/LTP4 @ 9" O.C. 3 X 5' LAGSCREW X 5 ®12 O.C. » 5/8 0 ®16 X 12" LG. g " 730 5 Zk 15/32" PLYWD. STIR..5I PLYWD. 1 1 10d ® 2" O.C. 10d ®12" O.C. A35/LTP4 ® 8" O.C. 3 5 LAGSCREW X X 5 @ 8 O.C. 5/8" 0 ®8" X 12" LG. 9 " 770 5 * FOR TYPE A zL 0 /6k 3X MEMBER ® BOUND. NAILING, EDGE NAILING AND SILL PL. AREAS (STAGGERED NAILING) SHEAR WALL NOTES 1. THIS SHEAR WALL SCHEDULE IS IN ADDITION TO THE MINIMUM NAILING REQUIRED BY 2016 C.B.C. TABLE 2306.3 ALL NAILS SHALL BE COMMON NAILS U.N.O. 2. IF PLYWOOD SHEATHING OCCURS ON BOTH SIDES OF WALL, SPACING OF SIMPSON A-35'S AND ANCHOR BOLTS SHALL BE REDUCED BY Y2 AND TWO ROWS OF 16d NAILS SHALL BE USED AT BLOCKING TO SILL, BOTTOM AND DOUBLE PLATES. 3. ANCHOR BOLT SPACINGS SHOWN ARE MINIMUM UNLESS NOTED OTHERWISE ON FOUNDATION PLAN OR EMBEDMENT PLAN, IF SUPPLIED. 4. WHERE PLYWOOD IS APPLIED ON BOTH FACES OF A WALL AND NAIL SPACING IS LESS THAN 6" O.C. ON EITHER SIDE, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS OR FRAMING SHALL BE 3-INCH NOMINAL OR THICKER AND NAILS ON EACH SIDE SHALL BE STAGGERED. 5. WHERE SHEAR WALL LOADS EXCEEDS 350 #/FT, A 3X MEMBER SHALL BE USED AT THE SILL PLATE OVER CONCRETE AND BETWEEN ADJACENT PLYWOOD PANEL EDGES AND NAILS SHALL HAVE MINIMUM OF Y2" EDGE DISTANCE AT 3X MEMBER. 6. ALL PLYWOOD SHEAR WALLS WHERE APPLIED SHEAR LOAD EXCEEDS 300 LB/FT. WILL REQUIRE ENGINEER'S OBSERVATION. 7. ALL BOLT HOLES IN WOOD TO BE DRILLED Y32" MINIMUM TO Y6" MAXIMUM OVERSIZED (ENGINEER TO VERIFY). PLATE WASHERS SHALL BE USED WITH ANCHOR BOLTS AND AT HOLDDOWN WOOD FLANGES AS FOLLOWS: BOLT SIZE WASHER SIZE BOLT SIZE WASHER SIZE BOLT SIZE WASHER SIZE //4" 7/8" 3" X 3" X 3/8" 1 3.5" X3.5" X 3/8" 58" 3" X 3" X 1 8. AT EXISTING FOOTING WITH RAISED FLOOR CONDITION, USE SIMP. UFP10-SDS3 PLATES IN LIEU OF ANCHOR BOLTS AT SAME SPACING AS SCHEDULE ABOVE WITH 2-Y2" DIAMETER X 5" MINIMUM EMBEDMENT BOLTS WITH SIMP. "SET" EPDXY (L.A.R.R. # 25279, ICC ESR-2508). SPECIAL INSPECTION REQUIRED. W/ MAX. EDGE DISTANCE: 13" 9. AT EXISTING FOOTING WITH SLAB -ON -GRADE CONDITION, USE 5/8" DIAMETER THREADED ROD ANCHORS WITH SIMP. "SET-XP" EPDXY (ICC-ES ESR-2508). SPACING OF THREADED RODS SHALL BE AS PER ABOVE SCHEDULE. SPECIAL INSPECTION REQUIRED. SHEAR WALL SCHEDULE - I N.T.S. 1 /4' =1 '-0 z U) W ch Qo N-) 0-)Ln rq Lc) y Ld > U I N 00 O-) W_j Q C� Q = OO N W mcooco00 .-. L � Q W 00 /R V NQ00Ox o z Q C2(_0 7__O 3:a-LL = Q JOB NUMBER RG24.105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = 1'-0" REVISED m z O Q W 0 c a W J ~ O W U H (n C� O W 02 0 CC m clj 00 a SHEET TITLE IGENERAL NOTES I 8.1.b I W v — W N Z N W Q0 �Ln y wU I N Ooo-) � J � N QU T o0N W m z cn C:) z OD a0 `' LCJIw, V N �oz Qp 0 0 Q � , co 0 3: = Q a- LL- JOB NUMBER RG24-105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = 1'-O" REVISED Q m 0 z 0 H Q W 0 m a W J 0 m � U t� o W O oC 0-) Ooo a SHEET TITLE FOUNDATION I 8.1.b I Z N W Q0 �� Lc) N wU > I N 000-) Q < 00 N W m z cn 0 z 0 00 _' a�Jw� < V NQo00X Q Q:�CD3:a-L- , O = Q JOB NUMBER RG24-105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = 1'-0" REVISED Q m 0 z O H Q W o � o Ck 4 O W m J m N U V O W 7 O N OC Oo a SHEET TITLE FOUNDATION PLAN R.R. N,q SEE PLAN 8-16d Q�oFEssi QQNPNI ,S,s� R. ROOF SHT'G. ROOF SHEATHING w m SEE PLAN 8-16d SEE G.N. E.N. au j C7 37 �m OOF SHT'G. 2X— BLK'G. 2 X BLK'G EN @ 48" O.C. B.N. SIMPSON B N * EXP. e z.zb ,k SEE G.N. N. ST 22@ 48" SIMPSON sTgT CIVI ��`P LTP4 @ 16" O.C. w RIDGE BD. ST 22@ 48" OF CA) IFS X BLK'G @ 32" O.C. 2X— BLKG. = RIDGE BM. E.N. LL_ SIMPSON SEE PLAN TP4 @ 16" O.C. �. �• SIMPSON A35 O JST. HGR SIMPSON N. • @ 1F" O.C. - ROOF JST. HGR 3-16d U.N.O. �p I O PLYWOOD ROOF • 2X CRIPPLE @ PLYWOOD 16" O.C. r0 B N IZ N O HEADER BM. z C.J. A35 @ 16" WHERE OCCURS =SEE PLAN SEE PLAN A35 @ 16" ... SHEAR WALL PANEL EN, TYP. STUDS @ 16" SEE PLAN 2 X CJ/FJ 2x8 COLLAR TIES @ 2'-0" O.C. PERPENDICULAR/PARALLEL SIMPSON A35 W/ 8-16d @ EA. END (OPTIONAL TO WALL WHERE @ 24" O.C. PLYWOOD TYPE 0 WHERE NO STRAP OCCURS) HEADER BM. OCCURS SEE PLAN WHERE OCCURS 2 X STUDS SEE PLAN DETAIL 5❑ SHEAR TRANSFER AT ROOF ®16" O.C. 4 � DETAIL SHEAR TRANSFER AT ROOF DETAIL[3 RIDGE BOARD TO RAFTER DETAILFZI RAFTER TO RIDGE BM DETAIL 1❑ SHEAR TRANSFER AT ROOF SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS R.R. M/�\ DBL. TOP HEADER PER SEE PLAN Sp�Al PLATE PLAN R F SHT'G. 2X4 @16 " O.C. STUD S E G.N. N 2 X SILL PL. A35 @ 16' O.C. (E) 2-2x TOP PL. EXIST'G NEW ADDITION (N) SIMPSON SHEAR WALL PANEL, SEE PLAN EN---' 3-10d BLD'G "MST48" STRAP EN 2X4 STU E.N. @ 4x 2 X CJ/FJ @ 16"O.C. '. ............................ BLKG. (TYP.) PERPENDICULAR/PARALLEL 2X BLK'G. SHEAR WALL TO WALL WHERE FJ PANEL, SEE PLAN SIMPSON 4x BLKG. @ OCCURS SEE PLAN (EX)TRUSS SEE PLAN 2 X SILL PL. MST48, TYP. STRAP J BEYOND CJ EN� PLYWOOD 2x TRIMMER > 2X4 KICKER SHEATH'NG OPENING STC/STCT @16"O.C. 3-10d SEE PLAN SE NOT SHOWN SEE PLAN 2 X STUDS eeeveeee @ 16" O.C. (E) STUD LSEE A35 @ 16" O.C. 2X BLK'G.. 2X BLKG. EN E.N. @ 4x I I I EN @ 32" O.C. BYOND A35 @ 16" O.C. (EX)2X STUD; OR POST PLAN BLKG. (TYP.) 2X4 @16 " O.C. STUD SIMPSON 4x BLKG. @ (EX)2X STUD; OR SEE PLAN SHEAR WALL MST48, TYP. STRAP 2X4 @16 O.C. STUD PANEL, SEE PLAN HEADER BM.iu SILL PLATE SEE PLAN PANEL, SEELPLAN WHERE OCCURS SEE PLAN DETAIL10 INT. SHEAR WALL DETAIL 9 COLLECTOR CON. TO D.T.P. ❑ DETAIL ®STRAPS AROUND OPENING DETAIL 7❑NON-BEARING WALL CON. DETAIL 6[(W. SHEAR WALL ADJCENT TO EX SFD ( ) SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS 4'-0" MIN.(U.O.N.) MST48 CL. OF CALIFORNIA R.R. �8-16d E.S. SPLICE SPLICE 16d @ 16" O.C. 4X (MIN.) OR 2-2X POST MATCH RR BELOW FOR "MST48" 12" U.O.N. SHTAR WALL PANEL WHERE 4X (MIN.) OR 2-2X POST CJ SPLICE 4-16D 12" CJ SPLICE ROOF SHT'G. SEE G.N. 2X SLEEPER 2-2X4 BLCKG OCCURS, SEEPLAN SIMPSON "MST48" -16D CJ/FJ SEE PLAN "MST48" W/2-16D 25-16d NAILING SIMPSON _z , N • TYP. DBL TOP PLATE SPLICE DIET. 2x FLR/CLNG JOIST \\Cj • (EX) BLCK'NG CL. OF N TYP. BTW (EX)TRUSS 4'-0" MIN. SPLICE J (EX) TRUSS SPACG 40 70 @ ENDS o, SEE PLAN SEE PLAN J J SEE PLAN SEE(EX)PLANS SEE PLAN SEE PLAN SIMPSON "MST48" N TOTAL 50-16d NAILS MIN. LENGTH 48" SIMPSON "MST48" (B) (A) 2X SOLID BLK'G. 48" MIN. SEE PLAN WERE 4X (MIN.) OR 2-2X POST /olOCCURS SIMPSON "MST48" FOR "MST48" 25-16d NAILING TYP. BOLTED CHORD SPLICE DET. LET —IN 1 /8" x 3 NOTE: TYP. SPLICE DETAILS 1. 0 INDICATES BOLT DIAMETER STL. SPLICE PL IF NOTED ON 2. SEE DWGS FOR BOLT CALL OUT DRAWING DETAIL 15 CEILING JOIST SPLICE DET I L 14 CALIFORNIA FRAMING 3. USE 16d @ 16" BET. BOLT GROUPS DETAIL 13 COLLECTOR CON. TO D.T.P. DETAIL 12 STRAP DETAIL 11 STRAP SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS SCALE: NTS MST48 BM NEW BM. SEE PLAN 48" MIN DBL TOP PLATE. DBL TOP PLATE. SEE PLAN (50) -16 D 48" MIN MST48 3" MIN POST CAP "ECCL" FJ SEE PLAN NEW BM. (50) -16 D NEW BM. MST48 3" MIN SEE PLAN 6 A36 MST48 3" MIN SEE PLAN WHERE NOTCH NEW BM. SEE PLAN L OCCURS POST CAP TOP HDR WHERE NOTCH O O "PCZ" E PLAN OCCURS > > o �l iF o ($) HANGER 2X BLCKG OR (B) ;\4 Fo__O O I 2 (EX) TRUSS DOUBLE TOP PLATE N 4X8 POST WSW2 (NO CUT) 48" MIN WALL STUDS X4 OR 2-2X4 WALL STUDS POST CAP (50) -16 D SEE PLAN "PCZ" H8 ,CS2 (C) ol POST OR EQ. `❑ LVL 3Y2X8 BRACE W/ WSW HDR/HIP. 3" M N SEE PLAN (A) POST SEE PLAN POST 2— Y2" LAG BOLTS AND 4" MST48 SEE PLAN MIN INTO BEAM AND POST (TYP) 8X8 POST (A) (B) ��� �B� BM SEE PLAN (A) HDR/HIP❑ (C) SEE PLAN DETAIL 20 KNEE BRACE DETAIL 19 CONNECTION TO BM DETAIL 18 COLLECTOR DETAIL 17 POST TO BM SCALE: NTS SCALE: NTS FOUNDATON PLAN & DETA LS 1/4"=1 °" 1 I 8.1.b I la W W ch O� Ln Ln . N-) Ln y LLJ > U I N 00 0) J N � LLJ < 0 < 00 N r-- W m z C/ z °c) `-' a�J�w� V NQD0Ox Q 0�'_ "__ CD O 3: = Q a- L_ JOB NUMBER RG24-105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = 1'-0" .10 REVISED Q m 0 z O W Q 0 0 a (/) O W m LLJ U O LLI 7 � O N 00 a DETAILS SHEET TITLE 1 2 HANDRAIL (ALTERNATIVE) OCCURS AT GARAGE SILL PLATE SEE: 10" MIN. BASE PLATE �" THK. SEE ARCH. DRWG. GENERAL NOTES W/(4)—%" DIA. X2 Y2" FOR SILL BOLTS SIZE #4 DOWEL @ 24" O.C. AND SPACING SEE: LAG BOLTS PLAN AND SHEAR 18" INTO FTG AND 12" INTO WALL SCHEDULE SLAB WEEP SCREED E.N ----------------- � » 1 Z / /• � Q. • a 3'-0" . . 3-2"X14" � ❑ —IIIII-IIIII-IIII _. ' ° STRINGER • Q a Z a dIII-IIIII-IIIII-IIII Q� /v E,ysi M � �O � NAN �2 5" 2-2X F.J. GYP BOARD SEE PLAN 4„ N Q d° w 90 2 S°"c 37 m SECTION X 10" MIN. ° d . J * EXP. lo e y.ae JS HANGER SCALE: N.T.S. �T�TFOFCA��FO��\P 4" CLR. Q0 2-#4 x CONT. R.R. PLYWOOD TREAD AND RISER TOP AND BOTT. SEE PLAN STAIR STRINGER 3-2"X14" DETAIL 45 2X PRESSURE TREATE ILL "/PL PLATE = STRINGER DETAIL " I W/ $" DIA. A.B.X SHER SCALE: N.T.S. 5 GYP BOARD SCALE: N.T.S. 3/4"X 7" DEEP HOLE EX. EXT WALL 5/8" THREADED ROD AT 48" O.C. (EPDXY OR HILTI) ° d. z °. d ° EX. EXT WALL WEEP SCREE D—� v .. v .. d. . d d 4 a ° 3/4"X 7" DEEP HOLE (E) SLAB 2x OR 3x STUD WALL ° ° '4 c� 5/8" THREADED ROD AT 48" O.C. 4 DOWELS 6" MIN ON G D. SEE PLAN a d .�d d (EPDXY OR HILTI) EPDXY INTO EX CMU FOR SILL BOLTS SIZE NC. SLAB @ 16" O.C. AND SPACING SEE: #4 DOWELS @ 16" O.C. X. SLAB A35 @ 16" a0 III I I PLAN AND SHEAR (MONOPOUR OR BENT (IN GOOD CONDITION) — = WALL SCHEDULE 12" INTO FTG AND 24" INTO SLAB) WEEPSCREED #4 DOWEL @24"O.C. 6 1 5 6 N. BENT 5" MIN INTO EX FTG 4 (EPDXY OR HILTI) ° Al° EQ ° EQ. ° (E) GONG. °' a 3'-0". -IIIII=IIIII-IIII -IIIII-IIIII-IIII 2x F.J 5„ FTG. ° a. A F" 6" SEE PLAN. JOIST HGR :7 °d IIII-IIIII-IIIII-III a z • III-IIIII-IIIII-IIII d s J a (OPTIONAL). (OPTIONAL). F .4 d d °v w ° d d LLI ° UNDERPINNED PAD FTG ° d CONT. R.R. ° d d d. v SEE PLAN ° ON TOP ° v. a ° SEE PLAN •A ° 4" CLR. 2-#4 x CONT. R.R. 3" CLR. TOP AND BOTT. TYP. 11, SEE PLAN DETAIL " 7 DETAIL " 6 (SEE PAD SCHEDULE DETAIL 10 FLR JT TO WALL FOR REBAR) SCALE: N.T.S. SCALE: N.T.S. DETAIL " 8 DETAIL " 9 SCALE: NTS SCALE: N.T.S. SCALE: N.T.S. (EX)FLR SHTG. N' (EX)FLR SHTG, N. (EX)TRUSS EX)TJI (EX)TJI EX)TJI SEE PLAN EXI5T'6 NEW ADDITION (EX) ROOF SHT'G. BLD'6 E.N. WD. POST j� E,NJ (N) STUD ®I6" SIMPSONN "CB" COL. CAP TRUSS BLCK'NG TRUSS (E) STUD (N) 2-2X LTP4 @ 16" O.C. BLCK'NG DTP TOP PI SHEAR E.N. PLYWOOD (N) A.B.S SEE PLAN FOR SPAV6 A35 @16" ❑,C, . ° v. d . . ' ❑ R (E) 2-2X iFT v ° d d w Z d TOP PL. `a (N) CONT. SLAB •° w Q .d ° v. e • C.J. U) a d . °.. ° ° d dd E.N, (E) CONT. vi ° SEE PLAN , • • °. v • •. (N) CONT. FT6. 2X STUD © _ PANEL 3 SHEAR DTP SHEAR 16" O.C. — _ = — — — — SEE PR HALL (EX) STUDS PAD FTG TYP. PLYWOOD PLYWOOD s �� (N) /a I R.B. (�%7�'V HOLE) FOR HD2A (SEE PAD SCHEDULE 3/4",P R.B. (Ye"P HOLE) FOR HDSA FOR REBAR) la"41 R.B. (1" m HOLE) FOR HD&A d S5 HORIZ. X HDSA TO EXIST'6. FOUNDATION WITH 2'1 LONG. HEADER BM. G SIMPSON SET-XP IGESR# 2506 WHERE OCCURS 2X STUD @ SEE PLAN D ETAI L 10 PAD FTG 16" O.C. DETAIL 1E EX/NEW FTG DETAIL jE SHEAR TRANSFER AT ROOF SCALE: NTS DETAIL 1 SHEAR TRANSFER AT (EX)TRUSSS SCALE: NTS SCALE: NTS SCALE: NTS Y2 SQ IN STL CAP 316 TOP & BOTT. SEE 3 FOR EPDXY SHEAR WALL SHEAR WALL S1 SEE PLAN SEE PLAN 4X POST WITH HDU2 AND 3/g" A.B. 2X4 STUD@ 16"O.C. #4 DOWEL @ 24" O.C. 18" INTO FTG AND 12" INTO O 2X STUDS WITH 3/8' A.B. MIN. 3/8' A.B. #4 W/ SIMPSON SET-XP ICC ESR#2508 P.T. SILL PL SLAB W/ SIMPSON SET-XP SILL PLATE SEE: -t ❑ EPDXY ICC ESR#2508 SILL PLATE SEE: GENERAL NOTES 5/8" A.B.@24" O.C. #4 W/ SIMPSON SET -X GENERAL NOTES S„ ICC ESR#2508 �„ / / � O EQ. a 3/8X 2 SQ I d a 4/ — ° 3' - 0'$ �z STL POSTv @ 48" OC � ° d.° d z EX)SL'AB ° (tx)SLAB III-IIIII IIIII-IIII �: d . _ II-IIIII-III 4 $ z d. a c M 4)- 3A"X1o"L Z ° _ 11=IIIII=III $ • III=IIIII=IIIII=IIII • III-IIIII-IIIII-IIII GRK RSS 11=IIIII=III $ • III=IIIII=IIIII=IIII ° d (4)- 3/s'X10"L A 3 (ICC ESR-244) �6 d q d ° d N ° d°' GRK RSS W/ 4X4X 3/16 d x d °°d d ICC ESR-2442) STL PL ° d x ° W/ 4X4X 3/6 ° Z a •' STL PL X BLCKING ° 4 .d ad a. .d ° W/ A35 AT EA END a ,• ° ° . 4" CLR. 8 Q v 3" CLR. 2-#4 x CONT. R.R. 2-#4 x CONT. R.R. TOP AND BOTT. SEE PLAN TOP AND BOTT. SEE PLAN M BEYOND m, SEE PLAN SEE PLAN SEE PLAN IIII B A35 AT EA END SEE PLAN �' DETAIL " 19 DETAIL � 8 " DETAIL � 7 " DETAIL � 2 0 DETAIL "1 6 SCALE: N.T.S. SCALE N.T.S.SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. FOUNDATION PLAN 8c DETAILS 1 I 8.1.b I U) W W ch Q0 rq —In 0-) Ln od ro Ln N Lv U I N 00 m W _j Q < - N W mCf�C)Oc)00 z z L �J< 00 �R V N(-DUDx o z Q (2C0 � 0 = Q a-LL_ JOB NUMBER RG24.105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = 1'-O" REVISED Q m z W Q � o a o W m H � U ~ LLI O 7 � O N 00 L DETAILS SHEET TITLE 440'-9" TOP FIN. GRADE �pFESSIpNq Q�QNANIE y. 11 1 WROUGHT IRON GUARD RAILING - 2 2 Lu 0 U 37 m SLOPE Z —III—III EXP. * =III —III- �T�TF c►vl�- CAS\F 0 2 ALL 1.5-2' TALL 3"0 DR PIPE Q 8" CONC. BLOCK GROUT SOLID 2 913.53 TW 1 911.00 TW _ W/ 5' - 0" 437'-3" F.F. #5 @ 12" HORIZ. 2.125" cL. _ 907.53 FG - 913.00 FG 919.00 TW 1 WROUGHT IRON REIN G 917.00 FG - FENCE "X" ' X a #5 @8 " O.C. BARS SEE SCHEDULE o 7 ' 4" CONC 8" CONC. BLOCK SLAB GROUT SOLID ° 2 L. #5 @ 12" HORIZ. 'N° a REING @8 " O.C. z _- FIN. GRADE = I I Icl o a#5 011 qA' ;1-7J CRUSHED ROCK ly (E) CONC. SLAB 2 (N) 6'-0" HIGH (N) PARKINSOERT N RETAINING BLOCK MUSEUM' N 12„ 1" CONT. KEY 4"0 DRAIN PIPE 3 912.89 TW 1 WALL 433' F.F. 1 Y2 CONT. KEY --I- 908.29 FG - d c 'd° e . CRUSHED ROCK #5 @8 " o.c. E WALL 5 -6 TALL N N e Q 4"0 DRAIN PIPE TO DRAIN TO 47 ° • STREET d . 2" 124" " 13" (N) 5' - 6 " " "W" #4 HIGH 2-#4 CONT. FOR TO 3'-4" 3- #4 CONT. RETAININGTYP. 3'-0 #4 @ 24" FOR "W" + 3'-4" BLOCK WALL DETA L_ - 1 913.89TW SCALE: N.T.S. 908.29 FG DETA L_ - 3 SCALE: N.T.S. 913.89 TW 910.29 FG FOR HSS POST PL CMU CELL FOR HSS POST PL CMU CELL (N) 4'-6" 7"X4"X 3/s" STL PL@ MAX 48" O.C. & HIGH IN MID. OF A CMU CELL EMBEDED W/ RETAINING (2)— HY270+HAS—E-555/8"X9" BLOCK WALL 3�6 (ICC ESR-4143) 4 0 WROUGHT IRON 3 914.89 TW n 36" MIN.CLEARANCE GUARD RAILING — 910.29 FG IN FRONT OF TOE Z HSS %"X2SQIN STL Q POST @ 48" O.C. MAX Y2 SQ IN STL CAP 04 FIN. `r GRADE N TOP & BOTT. PL 1 8" CMU ElR SLOPE Q 7"X4"X 3/8" STL PL@ MAX 48" O.C. CD = IN MID. OF A CMU CELL EMBEDED (2)— HY270+HAS—E-55!Y8" 9)" 3�6 X00 (ICC (ICC ESR-4143) 0 I 8" CONC. BLOCK CD GROUT SOLID 1 A DETAIL A z #5 @ 12" HOR Z. 2.125" CL. _ _ :2 RER G o x I Q N :2 #5 @8 " O.C. S O I FIN. _� 12" # (N) DETAIL]B z GRADE _—I -III III— II I Q 7'J CRUSHED ROCK HIGH RETAINING ' d E —III=I N 1 -"' - N BLOCK WALL a m a SLOPE 2 N ° : °a d' a a• DETAIL /� 1" CONT. KEY 4"0 DRAIN PIPE 915.79 TW d `' g T 911.79 FG SCALE: N.T.S. #5 @8 " O.C. a N v d d .. a n d p C '.G O G TYP. 1 2„ 13„ a (E) .. #4@24" ` DRIVEWAY °Q 3'-1" 36" MIN.CLEARANCE a a G 24" 24" IN FRONT OF TOE , a 0i BOND BM FILED W/ CON/CMU WALL FOUNDATION DETA L_ 2 VERT REINF BAR NOT SHOWN SCALE: N.T.S. FOR CLARITY. N FOR CORNER BARS, USE MIN 18" LAP.(U.O.N.) DWLS TYP @ CONT CHORD BOND BM DETAIL ❑5 TYP CORNER REIN. SCALE: NTS FOUNDATION PLAN 8c DETXLS 1/4"-1'—° 1 I 8.1.b I W Q0 0-) Lo L0 . r1r) Lo y wU I N Iwo C/��� 0-) < LLJ cc00 Q Q 00 W m z � 0 z 00�� Do `' a — C W j 00 w�� V NQo0OX �oz Q�O=Q m (D 3: a- LL_ JOB NUMBER RG24-105 DATE DRAWN 09-21-24 DRAWN BY RAZ GRINBAUM SCALE 1 /4" = V-0" REVISED Q m 0 z O W Q Q a co o W m J m � LLJ U ~ v W O 0 0-) 0 cc 00 a DETAILS SHEET TITLE 8.1. b \r WSW12 AND WSW18 (2) 1 WSW -AB FOR WSW24 (2) 1" WSW -AB FOR WSW24 STRONG -WALL° WSW ANCHORAGE - TYPICAL SECTIONS 1 WSW ANCHOR BOLTS 3 WSW ANCHOR BOLT EXTENSION 4 WSW ANCHOR BOLT TEMPLATES 6 STRONG -WALL° SLAB OR CURB AND WOOD SHEARWALL SURROUNDING FOUNDATION NOT SHOWN FOR CLARITY e < e ° d < e< a YW ° itd " < WSW -AB ° °< d ° ° e W • < ° < ° e ° e ° d ° d W Y a < 2 < e °O ° ad e ° ° < a d ° e Yw Y2W FOUNDATION PLAN VIEW WSW ANCHORAGE SOLUTIONS FOR 2500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-ABY ANCHOR BOLT WSW -AB 1 ANCHOR BOLT ALLOWABLE UPLIFT (Ibs) W (in) de (in) ALLOWABLE UPLIFT (Ibs) W (in) de (in) CRACKED STANDARD 11,900 27 9 16,100 33 11 13,100 29 10 17,100 35 12 HIGH STRENGTH 24,900 43 15 33,000 51 17 27,100 46 16 35,300 54 18 SEISMIC UNCRACKED STANDARD 12,500 24 8 15,700 28 10 13,100 25 9 17,100 30 10 HIGH STRENGTH 25,300 38 13 32,300 44 15 27,100 40 14 35,300 47 16 CRACKED STANDARD 5,100 14 6 6,200 16 6 8,700 20 7 11,400 24 8 13,100 27 9 17,100 32 11 HIGH STRENGTH 15,900 30 10 21,100 36 12 18,400 33 11 27,300 42 14 23,100 38 13 31,800 46 16 27,100 42 14 35,300 50 17 WIND UNCRACKED STANDARD 5,000 12 6 6,400 14 6 9,300 18 6 12,500 22 8 13,100 23 8 17,100 28 10 HIGH STRENGTH 15,200 25 9 21,900 32 11 19,900 30 10 26,400 36 12 24,000 1 34 12 1 31, 500 40 14 27,100 1 37 13 1 35,300 43 15 NOTES : 1. ANCHORAGE DESIGNS CONFORM TO ACI 318-11 APPENDIX D AND ACI 318-14 WITH NO SUPPLEMENTARY REINFORCEMENT FOR CRACKED OR UNCRACKED CONCRETE AS NOTED. 2. ANCHOR STRENGTH INDICATES REQUIRED GRADE OF WSW -AB ANCHOR BOLT. STANDARD (ASTM F1554 GRADE 36) OR HIGH STRENGTH (HS) (ASTM A449). 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C-F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. SEISMIC ANCHORAGE DESIGNS CONFORM TO ACI 318-11 SECTION D.3.3.4.3 AND ACI 318-14 SECTION 17.2.3.4.3. 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5. FOUNDATION DIMENSIONS ARE FOR ANCHORAGE ONLY. FOUNDATION DESIGN (SIZE AND REINFORCEMENT) BY OTHERS. THE REGISTERED DESIGN PROFESSIONAL MAY SPECIFY ALTERNATE EMBEDMENT, FOOTING SIZE OR ANCHOR BOLT. 6. REFER TO 1 /WSW1 FOR de. MINIMUM CURB/STEMWALL SHEAR REINFORCEMENT WSW -AB WSW -AB WIDTH PER 5/WSW1 WSW-RT INTERIOR PER 5/WSW1 WHEN 2Ys" REQUIRED. 2)/8" WSW-HSR INSTALLATION SHEAR REINFORCEMENT DIAMETER WSW-HSR_KT AND WSW -AB WSW-RT EXTERIOR d< ° d PER 5/WSW1 WHEN °° ASSEMBLY INSTALLATION I I H ° d ° ° ° ° ° 9 ° H REQUIRED. LENGTH }YSW A � 1 24 ° ° ed e< d ° ° °° - 1 36 x 2/1/8))I ° d ° ° ° e ° ° dEll ° ° ° ° ° ° ° e d <d °:ff ° e d < < e Hs$ I (2) /" WSW -AB FOR de ° °° ° ° ° de ° ° < °° d6 a< „ 2Y 2Y„ HX ON 21 TOP OF WSW12 AND WSW18 < ° Q< ° d °p fF d ° ° ° d ° ° HS ON HIGH EXTENSION KIT CONCRETE (2) 1" WSW -AB FOR WSW24 ° d° ° ° e ° , STRENGTH MODELS ° < ° ° ° < e ° < a ° ° ° d ° d 0 TOP OF CONCRETE ° d °" 10 HEAVY HEX NUT FIXED WSW-HSR (2) �/" WSW -AB FOR 2x2 5" MIN. FOR 5" MIN. FOR IN PLACE ON ALL HEAVY HEX NUT FIXED WSW12AND ® 1� WSW -AB % YW YW WSW -ABA/ YW YW WSW -AB ANCHOR BOLTS LENGTH I PLACE ONALL WSW �� CUT TO LENGTH (2) 1 WSW-AB FORWSW24 6" MIN FOR 6" MIN FORlo N BOLTS AS NECESSARY WSW-AB1 W WSW-AB1 W LENGTH le e 8 d le %" OR 1" HIGH ° d SLAB ON GRADE FOUNDATION BRICK LEDGE FOUNDATION STRENGTH ROD ASSEMBLY le = '� 1 °d° ° °° ° °4. 0 WSW -AB le + 0 HIGH STRENGTH 2Y ° NOTES WSW -AB HEAVY HEX NUT WSW-HSR le+2Y" COUPLER NUT d < 1. SEE 2 WSW1 / FOR DIMENSIONS AND ADDITIONAL NOTES. REGISTERED DESIGN PROFESSIONAL PLATE WASHER ° 2. SEE 5/WSW1 FOR SHEAR REINFORCEMENT WHEN REQUIRED. IS PERMITTED TO MODIFY DETAILS MINIMUM CURB/STEMWALL WSW-qg WSW-RTPF PANEL 3. MAXIMUM H = le -de. SEE 3/WSW1 AND 4/WSW1 FOR le. FOR SPECIFIC CONDITIONS. WIDTH PER 5/WSW1 C= ° FORM INSTALLATION 0 0 HEAVY HEX NUT o HIGH STRENGTH 2)/8"COUPLER NUT WSW -AB SHEAR REINFORCEMENT TOP OF CONCRETE 2Ys" Nil, ° PER 5/WSW1 WHEN REQUIRED. e e ° e< A H ° d ° ° m e a e WSW-RTB L BRICK e S t a ° e e d° d < ° °° e d< ° e d < ° d e< <d 44, e ° e ° ° ° e A ° e ° e ° ° ° de ° d s ° ° < e ° d ° ° ° ° e d ° d ° ° e ° ° e ° ° 8 e e e ° ° ° d ° d% a d ° ° ° ° <d e ° ° ° ° d < ° ° a d a a ° d e d <A ° 5" MIN. FOR 5" MIN. FOR WSW -AB % WSW -AB%" 6" MIN FOR 7YW YW e 6" MIN FOR 7o, YW YW WSW-AB1 W WSW-AB1 W Ar INTERIOR FOUNDATION CURB OR STEMWALL FOUNDATION WSW PANEL MODEL MODEL NO. DIAMETER LENGTH le WSW-W/W4 �/" 24 20" WSW-AB%x24HS/s" 24 20" WSW12 AND WSW18 WSW-AB3/8x30 �/" 30 26" WSW-AB%x30HS /s" 30 26" WSW-AB%x36HS 8 36" 32" WSW-AB1 x24 1" 24 20" WSW-AB1 x24HS 1" 24 20" WSW24 WSW-AB1x30 1" 30 26" WSW-AB1 x30HS 1"1 30" 26" WSW-AB1 x36HS 1"1 36" 32" WSW ANCHORAGE SOLUTIONS FOR 3000 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-AB7/ ANCHOR BOLT WSW-AB1 ANCHOR BOLT ALLOWABLE UPLIFT (Ibs) W (in) de (in) ALLOWABLE UPLIFT (Ibs) W (in) de (in) SEISMIC CRACKED STANDARD 12,300 26 9 16,000 31 11 13,100 28 10 17,100 33 11 HIGH STRENGTH 25,200 41 14 32,700 48 16 27,100 43 15 35,300 51 17 UNCRACKED STANDARD 12,000 22 8 16,300 27 9 13,100 24 8 17,100 28 10 HIGH STRENGTH 25,300 36 12 32,700 42 14 27,100 38 13 35,300 44 15 CRACKED STANDARD 5,000 13 6 5,600 14 6 8,800 19 7 10,200 21 7 13,100 25 9 17,100 30 10 HIGH STRENGTH 15,700 28 10 20,100 33 11 19,200 32 11 25,300 38 13 23,200 36 12 32,300 44 15 27,100 40 14 35,300 47 16 WIND UNCRACKED STANDARD 5,500 12 6 6,200 13 6 8,500 16 6 12,800 21 7 13,100 22 8 17,100 26 9 HIGH STRENGTH 16,600 25 9 21,800 30 10 19,700 28 10 25,200 33 1 11 24,000 32 1 11 31,700 38 13 27,100 35 1 12 35,300 41 14 0 LEDGE INSTALLATION (2) %" WSW -AB FOR C (2) %" WSW -AB FOR WSW12 AND WSW18 WSW PANEL MODEL NO. DIAMETER LENGTH le MODEL WSW12 AND WSW-HSR%x24KT %" 24" 22" WSW18 WSW-HSR%x36KT %" 36" 34" WSW-HSR1x24KT 1" 24" 22" WSW24 WSW-HSR1x36KT 1" 36" 34" 7 Lh MIN 01 7 L 10 10 4"MIN 3" 3„ ANCHOR BOLT #3 HAIRPIN, GRADE 60 REBAR (MIN.) #3 TIE, GRADE 60 REBAR (MIN.) FIELD TIE AND SECURE DURING CONCRETE ANCHOR FIELD TIE AND SECURE DURING PLACEMENT. OVERLAP VARIES WITH BOLT BOLT CONCRETE PLACEMENT. SPACING. HAIRPIN SHEAR REINFORCEMENT TIE SHEAR REINFORCEMENT #3 HAIRPIN (#3 TIE SIMILAR). SEE TABLE FOR REQUIRED QUANTITY. q #3 HAIRPIN (#3 TIE SIMILAR). ANCHOR BOLT ANCHOR BOLT SEE TABLE FOR REQUIRED QUANTITY. - 1)/" SPACING 12" CLR 1Y" CLR d ° e ° < ° da e A 4. ° ° ° ° e ° < d e ° 4 ° REGISTERED DESIGN PROFESSIONAL < ° e < < < IS PERMITTED TO MODIFY DETAILS < < ° ° ° ` �. • < ° I ° <e e FOR SPECIFIC CONDITIONS. e < < d <° ° d ° < d ° <° ° °e ° d ° ° < ° e fM e e < d a A aEa SEC TION A HAIRPIN INSTALLATION (GARAGE CURB SHOWN. OTHER FOOTING TYPES SIMILAR.) STRONG -WALL® WOOD SHEARWALL SHEAR ANCHORAGE SEISMIC3 WIND MODEL Lt OR Lh (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) SHEAR REINFORCEMENT MIN. CURB/ STEMWALL WIDTH (in.) ASD ALLOWABLE SHEAR LOAD V (Ibs .)6 6" MIN CURB/STEMWALL UNCRACKED CRACKED WSW12 10Y" (1) #3 TIE 85 SEE NOTE 6 6 1,035 740 WSW18 15 (1) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 HAIRPIN REINFORCEMENT ACHIEVES MAXIMUM ALLOWABLE SHEAR LOAD OF THE WSW WSW24 19 (2) #3 HAIRPIN 85 (1) #3 HAIRPIN 6 NOTES : 1. SHEAR ANCHORAGE DESIGNS CONFORM TO ACI 318-11 AND ACI 318-14 AND ASSUME MINIMUM 2,500 PSI CONCRETE. 2. SHEAR REINFORCEMENT IS NOT REQUIRED FOR INTERIOR FOUNDATION APPLICATIONS (PANEL INSTALLED AWAY FROM EDGE OF CONCRETE), OR BRACED WALL PANEL APPLICATIONS. 3. SEISMIC INDICATES SEISMIC DESIGN CATEGORY C THROUGH F. DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C MAY USE WIND ANCHORAGE SOLUTIONS. 4. WIND INCLUDES SEISMIC DESIGN CATEGORY A AND B AND DETACHED 1 AND 2 FAMILY DWELLINGS IN SDC C. 5. WHERE NOTED, MINIMUM CURB/STEMWALL WIDTH IS 6 INCHES WHEN STANDARD STRENGTH ANCHOR BOLT IS USED. 6. USE (1) #3 TIE FOR WSW12 WHEN PANEL DESIGN SHEAR FORCE EXCEEDS TABULATED ANCHORAGE ALLOWABLE SHEAR LOAD. 7. #4 GRADE 40 SHEAR REINFORCEMENT MAY BE SUBSTITUTED FOR WSW SHEAR ANCHORAGE SOLUTIONS. STRONG -WALL° WOOD SHEARWALL TENSION ANCHORAGE SCHEDULE 2,500, 3,000 AND 4,500 PSI 2 STRONG -WALL° WSW SHEAR ANCHORAGE SCHEDULE AND DETAILS 5 WSW ANCHORAGE SOLUTIONS FOR 4500 PSI CONCRETE DESIGN CRITERIA CONCRETE CONDITION ANCHOR STRENGTH WSW-ABY8 ANCHOR BOLT WSW-AB1 ANCHOR BOLT ALLOWABLE UPLIFT (Ibs) W (in) de (in) ALLOWABLE UPLIFT (Ibs) W (in) de (in) CRACKED STANDARD 12,600 23 8 16,000 27 9 13,100 24 8 17,100 29 10 HIGH STRENGTH 24,800 36 12 32,100 42 14 27,100 38 13 35,300 45 15 SEISMIC UNCRACKED STANDARD 12,700 20 7 15,700 23 8 13,100 21 7 17,100 25 9 HIGH STRENGTH 24,600 31 11 32,500 37 13 27,100 34 12 35,300 39 13 CRACKED STANDARD 5,400 12 6 6,800 14 6 8,300 16 6 11,600 20 7 13,100 22 8 17,100 26 9 HIGH STRENGTH 15,300 24 8 21,400 30 10 19,300 28 10 25,800 34 12 23,600 32 11 31,000 38 13 27,100 36 12 35,300 42 14 WIND UNCRACKED STANDARD 6,800 12 6 6,800 12 6 9,400 15 6 12,400 18 6 13,100 19 7 17,100 23 8 HIGH STRENGTH 16,800 22 8 21,600 26 9 2O,300 1 25 1 9 26,700 30 1 10 24,100 28 10 32,200 34 12 27,100 31 11 35, 300 36 12 U m o z O Lu �Q w Z J w Q' o w m � cc) � o 10 O O O N N Q c0 Q O 0 0 0 0 z /�pFESSIpNq\ Z�Q�QNp,NIco E Go 0 2 w j 7 37 m k�EXP�OF U O U W ��E O m 0 U 00 Ln (/ rn O c J Ln O L O 3 �^ o O 3 c � ai o� C, Lu • O z -, U) Lu of _ w 3: U) i�:J U) Z O �LD J W 0 W 0 W CD p w p W W z=z U CD 0 n/ Z Z W a LL • O z w w _ NAME DATE 06-18-2020 SCALE N.T.S. CHECKED SHEET WSW1 OF SHEETS JOB NO. Packet Pg. 52 8.1. b LTP4 r SPAC STRONG-WALL° WOOD SHEARWALL MODELS REGISTERED DESIGN PROFESSIONAL IS PERMITTED BY OTHERSING REGISTERED DESIGN PROFESSIONAL TO MODIFY DETAILS FOR SPECIFIC CONDITIONS REGISTERED DESIGN PROFESSIONAL MODEL NO. W (in.) H (in.) ANCHOR BOLTS TOTAL WALL WEIGHT (Ib.) QUANTITY DIA. (in.) WSW12x7 12 78 2 % 100 WSW18x7 18 78 2 % 145 WSW12x7.5 12 85Y2 2 % 110 WSW18x7.5 18 85y2 2 % 155 WSW12x8 12 93Y4 2 % 115 WSW18x8 18 93Y4 2 % 165 WSW24x8 24 93Y4 2 1 225 WSW12x9 12 105y4 2 % 130 WSW18x9 18 105y4 2 % 185 WSW24x9 24 105y4 2 1 245 WSW1 2x10 12 117Y 2 % 140 WSW1 8x10 18 117Y 2 % 205 WSW24x10 24 117Y 2 1 270 WSW1 2x11 12 129y4 2 % 150 WSW1 8x11 18 129y4 2 % 220 WSW24x11 24 129y4 2 1 295 WSW1 2x12 12 141Y 2 % 165 WSW1 8x12 18 141Y 2 % 240 WSW24x12 24 141Y 2 1 320 WSW1 8x13 18 153y4 2 % 255 WSW24x13 24 153y4 2 1 345 WSW24x14 24 168 2 1 375 WSW24x16 24 192 2 1 425 WSW18x20 18 240 2 % 385 WSW24x20 1 24 1 240 1 2 1 1 1 520 IS PERMITTED TO MODIFY DETAILS IS PERMITTED TO MODIFY DETAILS INSTALL SIDS Y4 x6 SCREWS FOR SPECIFIC CONDITIONS. FOR SPECIFIC CONDITIONS. (MIN.) FROM THE TOP SIDE NO HOLES NO HOLES MAXIMUM WOOD ATTACH WSW -TOW PLATES (PROVIDED) TO 4x SHIM OF THE PLATES PER QTY. ALLOWED IN TOP ALLOWED IN TOP SHIM. FOR SHIMS FRAMING AND WSW PANEL BOTH SIDES BLOCK - AND SPACING REQUIREMENTS EDGE DRILL ZONE PLACE STRONG -WALL° WOOD SHEARWALL GREATER THAN %", USING 10dx2Y" NAILS MIN. FOR ALTERNATE DETAILED IN 8/WSW2. MIDDLE Y OFK,,r 8" OF PANEL =_: 8" OF PANEL OVER THE ANCHOR BOLTS AND SECURE WITH SEE 9/WSW2. CONNECTION SEE 7/WSW2. PANEL THICKNESS FACEDRILL ZONE WASHER AND HEX NUTS (PROVIDED). SNUGFACE DRILL ZONE ' ° ° CENTER 4%" OF PANEL HCLES I I I MAINTAIN 1Y" MIN. -►' FACE AS SHOWN TIGHT FIT REQUIRED;-_=:===e===e= • MAX. THREE HOLES IN EDGE DISTANCE I DO NOT USE AN IMPACT WRENCH. ------------ FULL -HEIGHT USE 1516" WRENCH FOR �/" NUT ° ALIGN WSW -TOW 4x SHIM BLOCK FACE AND THREE IN II ' I I 12 ABOVE EXISTING ADJACENT FRAMING I FROM CHASE AND I I USE 1Y" WRENCH FOR 1" NUT TOP PLATES II II . • NOTCHES WITH BOTTOM BY OTHERS �� „ I OUTSIDE EDGE, 1 HOLE, MIN. OF TOP PLATES • Y4"-DIAMETER 1 ; 1 d TYPICAL. ° STRONG -WALL° DFL SP OR SCL SEE 6 & 7/WSW2 HOLES, MAX 11 1 3 MIN. FOR TOP CONNECTION d 1° I 1 ° WOOD SHEARWALL 11 11 WOOD FURRING BLOCK • 6 O.C., MIN. II I II II II I I. 16" " (REQUIRED FOR STRONG -WALL° 11 ° 2 MIN. 5Ys"-5Y" FRAMING WOOD SHEARWALL 11 NO FACE HOLES MEMBERS) 11 ALLOWED IN LOWER " " 99 99 99 99 11 ff .. 2 MIN. 3 MIN. „ 4%g TO 12 SHIM BLOCK 1 TO 4 SHIM BLOCK 1; 40 OF PANEL 24Y" .. SDSY4 x3Y ° • • CRIPPLE SHEARWALL, BLOCKING SEE 6 & 7/WSW2 FOR NO EDGE HOLES HEX NUT AND °° .. AND STRAP BY OTHERS TOP CONNECTION ALLOWED IN LOWER STRUCTURAL WASHER .. ° REGISTERED DESIGN PROFESSIONAL 26 OF PANEL SHALL DESIGN AND DETAIL FOR: 1. SHEAR TRANSFER HOLES HOLES FOR Ti STRONG -WALL° 2. OUT -OF -PLANE LOADING EFFECT • 4%"-DIA. HOLES, MAX. WSW24X7 PANEL ONLY WOOD SHEARWALL 3. INCREASED OVERTURNING AND FULL -HEIGHT MAX. OF TWO 4%"-DIA. HOLES MAX. OF ONE B ° DRIFT DUE TO ADDITIONAL HEIGHT ADJACENT ° ° ° ® a ° OR ONE 4Y4"x12" HOLE. 4%%6" HOLE ° ° FRAMING ® NO MINIMUM ON -CENTER 8" FROM TOP OF ° ° FOR 8" TO 12" BLOCK DEPTHS: BY OTHERS SPACING REQUIRED. PANEL, MIN. ° ° d °� ° ° a° °EB SECTION SECTION ATTACH SIMPSON STRONG -TIE° CS16 STRAPS AT ° EDGE OF WSW PANEL (EACH SIDE) USING 10dx1%" NAILS ALLOWABLE SMALL HOLES ALLOWABLE LARGE HOLES NOTES : 1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. 4X FRAMING 6X FRAMING SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10": FACE AND EDGE DRILL ZONES IN ADDITION TO ALLOWABLE MINIMUM TRIMMED HEIGHT FOR ALL PANELS IS 74i/". FOR 5Ya"-5Y" FRAMING, ATTACH DFL, SP OR SCL WOOD FURRING 8 NAILS INTO BLOCK 8 NAILS INTO WSW PANEL SMALL HOLES 2. ALL PANELS COME WITH TWO PRE -ATTACHED HOLDOWNS, TWO STANDARD HEX SEE SHEETS WSW1 AND WSW1.1 BLOCK BETWEEN WSW PANEL AND WSW -TOW WITH SIDS Y4 x3Y NUTS, TWO STRUCTURAL WASHERS, TWO WSW -TOW PLATES AND INSTALLATION FOR ANCHORAGE SOLUTIONS SCREWS (MIN.) OR 16d COMMON NAILS (8 TOTAL FASTENERS FOR SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12": STRONG -WALL INSTRUCTIONS. WSW12, 10 FOR WSW18 AND 14 FOR WSW24). MINIMUM BLOCK SIZE 10 NAILS INTO BLOCK 10 NAILS INTO WSW PANEL WOOD SHEARWALL 3. ALL PANELS ARE 3i/" THICK. IS 134"x11 %"x WSW PANEL WIDTH. CRIPPLE WALL STRONG -WALL° WSW MODELS 1 STANDARD INSTALLATION 4 STANDARD TOP CONNECTION 6 TOP OF WALL HEIGHT ADJUSTMENTS 9 TRIM ZONE AND ALLOWABLE HOLES 10 RIM JOIST, BEAM, OR BLOCKING 6 OR 7 ALTERNATE PLACE STRONG -WALL° WOOD SHEARWALL REGISTERED DESIGN PROFESSIONAL IF APPLICABLE - - OVER THE ANCHOR BOLTS AND SECURE IS PERMITTED TO MODIFY DETAILS WITH WASHER AND HEX NUTS (PROVIDED). FOR SPECIFIC CONDITIONS. SNUG TIGHT FIT REQUIRED; TOP PLATES _ _____ _____ _ WSW -TOW SHEAR DO NOT 5SE AN IMPACT WRENCH. • USE 1 /6" WRENCH FOR /" NUT WSW -TOW ALTERNATE CONNECTION KIT MODEL NO. FASTENER QUANTITY SD #10x1Y2" SIDS Y4"x6" WSW-TOW12KT 20 2 WSW-TOW18KT 28 4 WSW-TOW24KT 40 8 REGISTERED DESIGN PROFESSIONAL DRILL 2" DIAMETER x 1" DEEPVA PLACE STRONG -WALL° WOOD IS PERMITTED TO MODIFY DETAILS SHEARWALL OVER THREADED FOR SPECIFIC CONDITIONS. HOLE OR NOTCH 2"x2"x1" DEEP ... MAX. IN SHEATHING & RIM ° ° RODS AND SECURE WITH HEX JOIST. SET LOWER NUT FLUSH • • ° . ; NUTS (PROVIDED). USE 1 %6" WITH TOP OF SHEATHING. WSW ; ; WRENCH FOR %" NUT AND SHEAR TRANSFER PLATE SHALL " „ TRANSFER PLATE • USE 1Y" WRENCH FOR 1" NUT STRONG-WALL .. .. Y WRENCH FOR 1 NUT. MAXIMUM WOOD SHIM. WOOD SHEARWALL SIT FLUSH & LEVEL ON NUTS. NUTS SHALL BE SNUG TIGHT. FOR SHIMS GREATER THAN / , SEE 9/WSW2. SEE 10/WSW2 FOR ALLOWABLE FRAMING BY OTHERS (NOT STRONG -WALL ° ALIGN WSW -TOW ATTACH WSW -TOW PLATE (PROVIDED) ON ONE INSTALL SIDS Y4"x6" SCREWS AT EDGE AND FACE DRILL ZONES SHOWN FOR CLARITY) WOOD SHEARWALL NAILING NOTCHES WITH SIDE ONLY WITH A COMBINATION OF SIDS BY OTHERS BOTTOM OF TOP Y4"x6" AND SD #10x1Y" CONNECTOR SCREWS AN ANGLE THAT PREVENTS THEM FROM EXITING SIDE OF ° SOLID BLOCKING STRONG -WALL ' . ° PLATES (ORDER SEPARATELY AS WSW-TOW__KT) FRAMING; APPROX. . . . ° ° BELOW STRONG -WALL WOOD SHEARWALL ME_ey mp-e ° Elm FRAMING 30 DEGREES (TYP.) WOOD SHEARWALL ° ° BY OTHERS SD #10x1Y" ° 11 FRAMING TOP INSTALL ii ' °° ° 1 1 °° BY OTHERS • • PLATES WSW -TOW ON WSW HOLDOWN (TYPICAL) ° ° ° . •. . . EXTERIOR FACE COUPLER NUT AND ° -3 ° 1 1 ° ° 1 1 4 -: ' :-' : -'- THREADED RODS i i ° 4 5 OR ®' JOIST HANGER •-.----.-�-. 1" DIAMETER (INCLUDED WITH ° ° I 1 a ° 11 ° 1 1 SEE SHEET WSW1 FOR - - ••• HEX NUT AND � ° � 4 Lu ° ° � �° ( ) � IF REQUIRED �/" MAXIMUM BY Y DEEP FURRING NOT WSW-RF-_KT i i �' ANCHORAGE SOLUTIONS. ----- •••° _ `� ---- -- - - STRUCTURAL WASHER SILL PLATE ° ° ® ° ® WOOD SHIM. FOR COUNTERBORE REQUIRED FOR ° °®° aANCHORAGE �4 SHIMS GREATER ALTERNATE TOP 10D COMMONS TO RIM INTERIOR ELEVATION 1 ®Ue1 BY OTHERS �° ° a SEE SHEETS WSW1 AND @ ° » THAN %", SEE CONNECTION (NOT PROVIDED) °° ° WSW1.1 FOR ANCHORAGE ° ° 1 /WSW2• STRONG -WALL° EXCEPT AS ° SOLUTIONS WOOD SHEARWALL REQUIRED FOR ° ° ° FINISH MATERIAL STRONG -WALL° STRONG -WALL° WOOD SHEARWALL HEIGHT TO INCLUDE THE ATTACHMENT WOOD SHEARWALL REGISTERED DESIGN PROFESSIONAL WSW DESIGNED TO PROVIDE Ys" GAP BETWEEN LSL AT BASE DEPTH OF THE FLOOR SYSTEM AND SHALL BE INSTALLED SEC TION OPTIONAL 1" DIAMETER BY SEC TION SEC TION ° ° ° ° ... WSW SHEAR TRANSFER IS PERMITTED TO MODIFY DETAILS OF WSW AND CONCRETE. ENSURE CONCRETE IS LEVEL AND DIRECTLY ON THE FOUNDATION. SPECIFY PANEL HEIGHT FROM Y4" DEEP COUNTERBORE 4X FRAMING 6X FRAMING °° PLATE. (PROVIDED FOR SPECIFIC CONDITIONS. SMOOTH BENEATH PANEL. GRIND OR FILL AS NECESSARY. TOP OF FOUNDATION TO UNDERSIDE OF TOP PLATES OR BEAM. ... WITH WSW= 1 KT). BLOCKING RIM JOIST BELOW WSW SINGLE STORY WSW ON C ONC RETE 2 WOOD FLOOR SYSTEM BASE CONNECTION 5 ALTERNATE TOP CONNECTION 7 JOIST HANGER UK AL I LKNA I L SHEAR TRANSFER DESIGN REGISTERED DESIGN PROFESSIONAL - - AND DETAILS BY OTHERS IS PERMITTED TO MODIFY DETAILS ,1 FOR SPECIFIC CONDITIONS. I QTY. OF SDSY4"x6" SCREWS REQ'D. REGISTERED DESIGN PROFESSIONAL END OF PANEL TO IS PERMITTED TO MODIFY DETAILS NEAREST SCREW FOR SPECIFIC CONDITIONS. (SEE TABLE) I IAI C`TAI I rl, ("`/��.,C �� AIA' li B Ii �lr Ktl1UIKtU� r. t I I ° FLOOR FRAMING AT WSW12 4 WSW18 g WSW24 12 ° I I I I n° ° WNLIN VVJ)W-h'J J I N -'J UMI I I tU, IIVJ 1 MLL BUD /4 xu 10 ----- ----- 6 OR 7 ALTERNATE ALLOWABLE SHEAR VALUES FOR 2 -0 OC MAX. WHERE STANDARD PANEL APPLY. ------------- - I I I I I I I I � 1 3Ya" MIN. WIDTH BY 9Y4" MIN. DEPTH ----- ----- -' STRONG -WALL° HEADER BY OTHERS. FOR WSW AND WOOD SHEARWALL HEADER FURRING REQUIREMENTS, WHEN APPLICABLE, SEE DETAILS 4/WSW4, 5/WSW4 AND 6/WSW4. ROUGH OPENING STRONG -WALL° POST AND CONNECTION HEIGHT WOOD SHEARWALL DETAILS BY OTHERS EDGE DISTANCE FOR SCREWS SLOPE A (in.) B (in.) 0:12-4:12 2 3 5:12-8:12 1Y2 4Y 9:12-12:12 1Y2 5Y SCREWS (ORDER 11 ° ° ° d 1 ° ° J1 1 a FRAMING IS PARALLEL SEPARATELY). INSTALL IN ° b a ° ° SHEAR 11 TO WALL, INSTALL 2 ROWS AS SHOWN AND 1 ° ° ° d I I TRANSFER BY 11 COUNTERSINK AS 11 BLOCKING WITHIN 6 REQUIRED. (4) SIMPSON OTHERS (LTP4 OF EACH END OF STRONG-10) LTP4 SHOWN) WSW. BLOCKING DEPTH OR A35 FRAMING EXTERIOR ELEVATION SECTION SHALL MATCH FLOOR NOTES ANGLES. FRAMING. 1. MAINTAIN END DISTANCES TO PREVENT SCREWS 4" MIN. MAY BE USED IN FROM PENETRATING THROUGH THE OUTER EDGES. CLEARANCE COMBINAION 2. INSTALL SCREWS PERPENDICULAR TO THE TOP 'I� PLATE. (2 PER SIDE). 3. EDGE DISTANCES ASSUME DOUBLE TOP PLATE. NO HOLES IN 1" MIN. 1Y4" MIN. HATCHED REGION. FROM EDGE ROW SPACING El• • • • i' \ Y " MIN AT EDGE L= W(MIN ) WALL WIDTH (in.) MODEL NO. CONTENTS EACH KIT CONTAINS 12 WSW-RF-12KT (1) SHEAR TRANSFER PLATE (2)3/"x18"OR1"x18" 18 WSW-RF-18KT THREADED RODS (ASTM A36) (2) COUPLER NUTS 24 WSW-RF-24KT (2) HEAVY HEX NUTS INSTALLATION INSTRUCTIONS 2 Y" MIN. SIDS TIP TO CHASE 13/-" O.C. MIN. L ORDER FIRST FLOOR CONNECTION KIT SEPARATELY. 4 NOTES MODEL WSW-RF-_KT. EXAMPLE WSW-RF-18KT - 1. IF REQUIRED ROUGH OPENING HEIGHT EXCEEDS PLAN VIEW FIRST FLOOR AT WOOD FRAMING NOTES . TABLE VALUE, SPECIFY NEXT TALLER PANEL AND SIDS SCREW SPACING 1. USE WOOD FIRST -FLOOR ALLOWABLE LOAD TABLES ----- - ---- -- - - .----- - ---- -- --- I I I I TRIM AS NECESSARY. THE STRONG -WALL) WOOD FROM THE STRONG -WALL CATALOG FOR THIS I I I I 1 ® ® 1 1 ® ® 1 SHEARWALL MAY BE TRIMMED TO A MINIMUM DOUBLE SIMPSON W W INSTALLATION. H HEIGHT OF 74�". TOP PLATES STRONG -TIE° LTP4 2. USE ALTERNATE DETAIL 4/WSW2 TO ACHIEVE I I C RB I ° - 2. FURRING DOWN GARAGE HEADER MAY BE FRAMING ANCHORS MAXIMUM ON -CONCRETE ALLOWABLE LOADS. ----------tr---------- o----------------- - REQUIRED FOR CORRECT ROUGH OPENING HEIGHT. INSTALLATION NOTES 3. FOR TWO-STORY STACKED STRONG -WALL WOOD 4 ° ° ° SIMPSON SHEARWALLS WITH WOOD FIRST FLOOR USE ° ° 1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN � REGISTERED DESIGN d° FOR GARAGE WALL OPTION 2, REGISTERED DESIGN PROFESSIONAL STRONG -TIE° A35 STRONG -WALL° OR EQUAL TO PANEL WIDTH (W). ALTERNATE DETAIL 4/WSW2. PROFESSIONAL IS PERMITTED ° ° ° ° ° ° a ° ° SHALL DESIGN AND DETAIL FOR FRAMING ANCHORS WOOD SHEARWALL 2. THIS DETAIL APPLICABLE FOR SLOPES UP TO 12:12. 4. REGISTERED DESIGN PROFESSIONAL SHALL DESIGN TO MODIFY DETAILS FOR ° 1. SHEAR TRANSFER SEC TION VIEW 3. PANELS TALLER THAN 12' MUST BE DESIGNED FOR FOR SHEAR TRANSFER FROM RIM JOIST TO SILL SPECIFIC CONDITIONS. 2. OUT -OF -PLANE LOADING EFFECT THE APPLICATION. PLATE AND SILL PLATE TO FOUNDATION. GARAGE WALL OPTION 1 GARAGE WALL OPTION 2 3. INCREASED OVERTURNING AND DRIFT DUE TO ADDITIONAL HEIGHT 2X6 OR WIDER FRAMING ALTERNATE WSW GARAGE FRONT OPTIONS 3 ALTERNATE WSW GARAGE FRONT OPTIONS S FIRST FLOOR AT WOOD FRAMING 11 GARAGE HEADER ROUGH OPENING HEIGHT MODEL NO. H CURB ROUGH OPENING HEIGHT WSW12x7 5Y2" 6'-11Y" WSW18x7 WSW24x7 6" 7'-O" WSW12x7.5 WSW18x7.5 0" 7'-1Y2" WSW24x7.5 WSW12x8 5Y" 8'-2Y j" WSW18x8 WSW24x8 6" 8'-3Y" U [o o z w 0 U15 Z LL1 J Lu Of 0 w m > C/) co w 9� o Q� u= w o o � 0 Q o 0 0 0 0 z NANIEco ,�jS,96,L� O 2 w 37 m D * EXP. CIV11 �TFOF CAUFOP U O U CD �� E O m 0 U Qj L Ln 0') V (n Ln O L za-Q0-) cn 3 O (on 3 ^ U o 0 3 c � ai o c� Lu • 0 z -i L of - Lu 3: U) U) Z O J U) J Q U) J W W 0 0 CD 0 W ZO� Lu Z �z 0 LL(D Z n/ W U) ® a a w • -� 0 z L - w w NAME DATE 07-17-2020 SCALE N.T.S. CHECKED SHEET WSW2 OF SHEETS JOB NO. Packet Pg. 53 8.1. b CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 1 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 2 of 12) Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x GENERAL INFORMATION 01 Project Name Residential Building 02 Run Title Title 24 Analysis 03 Project Location 1829 Los Cerros Drive 04 City Diamond Bar 05 Standards Version 2022 06 Zip code 91765 07 Software Version EnergyPro 9.3 08 Climate Zone 9 09 Front Orientation (deg/ Cardinal) 90 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 7 14 Addition Cond. Floor Area (ft) 833 15 Number of Stories 2 16 Existing Cond. Floor Area (ft2) 1276 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft) 2109 19 Glazing Percentage (%) 16.56% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit: No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date Time: 12/26/2024 14:53 HERS Provider: CHEERS g g NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y 9 (CHEERS) 9 P Y P P , and cannot guarantee, the accuracy or completeness of the information contained in this document. 9 Y P CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ftz -yr) Standard Design TDV Energy (EDR2) (kTDV/ftz -yr) Proposed Design Source Energy (EDRl) (kBtu/ftz -yr) Proposed Design TDV Energy (EDR2) (kTDV/ftz -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 15.85 0 15.78 0 0.07 Space Cooling 0 51.66 0 55.69 0 -4.03 IAQ Ventilation 0 0 0 0 0 0 Water Heating 0 22.3 0 16.89 0 5.41 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 0 89.81 0 88.36 0 1.45 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 6.57 0 6.57 Appl. & Cooking 0 13.73 0 13.75 Plug Loads 0 44.38 0 44.38 Outdoor Lighting 0 1.63 0 1.63 TOTAL COMPLIANCE 0 156.12 0 154.69 Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date Time: 12/26/2024 14:53 HERS Provider: CHEERS g g NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related [o CHEERS. Therefore CHEERS is not responsible for 9 Y on Y 9 (CHEERS) 9 P Y P P and cannot guarantee, the accuracy or completeness of the information contained in this document. 9 Y P CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 3 of 12) Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x ENERGY USE INTENSITY Standard Design (kBtu/ftz - yr) Proposed Design (kBtu/ftz - yr) Margin (kBtu/ftz - yr) Margin Percentage Gross EUI1 21.97 20.67 1.3 5.92 Net EUI2 21.97 20.67 1.3 5.92 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. 1EQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Insulation below roof deck ­IERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry • Kitchen range hood BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name z Conditioned Floor Area (ft) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Residential Building 2109 1 7 3 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Status Zone 1 Conditioned HVAC System 1276 8 DHW Sys 1 Existing Unchanged Zone 2 Conditioned HVAC System 211 8 DHW Sys 1 New Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date Time: 12/26/2024 14:53 HERS Provider: CHEERS g g NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E (Page 4 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 5 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 6 of 12) Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Status Zone 3 Conditioned HVAC System 622 8 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2) Window and Tilt (deg) Wall Exceptions Status Verified Existing Door Area (ft2) Condition Default Waalll Prior to E/Front Wall Zone 1 90 Front 304 25 90 none Existing No S/Left Wall Zone 1 Default Wall Prior to 180 Left 144.64 12 90 none Existing No 197 Default Waalll Prior to W/Rear Wall Zone 1 270 Back 402 112.1 90 none Existing No Default Waalll Prior to N/Right Wall Zone 1 0 Right 286.64 4 90 none Existing No E/Front Wall 2 Zone 2 R-15 Wall 90 Front 96.64 39.96 90 Extension New n/a S/Left Wall 2 Zone 2 R-15 Wall 180 Left 140 25 90 Extension New n/a E/Front Wall 3 Zone 3 R-15 Wall 90 Front 402 0 90 Extension New n/a S/Left Wall 3 Zone 3 R-15 Wall 180 Left 123.28 45.96 90 Extension New n/a W/Rear Wall 2 Zone 3 R-15 Wall 270 Back 402 85.28 90 Extension New n/a N/Right Wall 2 Zone 3 R-15 Wall 0 Right 123.28 39.96 90 Extension New n/a W/Rear Wall Zone 2»Zone 1 R-0 Wall n/a n/a 96.64 0 n/a New No Interior N/Right Wall Zone 2»Zone 1 R-0 Wall n/a n/a 140 0 n/a New No Interior Default Ro9of Prior to Roof Zone 1 n/a n/a 702 n/a n/a Existing No Roof 2 Zone 1 R-38 Roof Attic n/a n/a 574 n/a n/a New n/a Roof 3 Zone 2 R-38 Roof Attic n/a n/a 211 n/a n/a New n/a Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y. 9 (CHEERS) 9 P Y P P and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft) Window and Tilt (deg) Wall Exceptions Status Verified Existing Door Area (ft2) Condition Roof 4 Zone 3 R-38 Roof Attic n/a n/a 622 n/a n/a New n/a R-30 Floor NoCrawlspace Interior Surface Zone 3 n/a n/a 622 n/a n/a New n/a ATTIC 01 02 03 04 05 06 07 08 09 30 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Zone 1 Attic RoofZone 1 Ventilated 4 0.1 0.85 No No Existing No Attic Zone 2 Attic RoofZone 2 Ventilated 4 0.1 0.85 No No New n/a Attic Zone 3 Attic RoofZone 3 Ventilated 1 4 1 0.1 0.85 No No New n/a FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Orientatio Width Heigh Area U-factor Exterior Verified Name Type Surface n Azimuth (ft) t (ft) MuIt. (ft2) U-factor Source SHGC SHGC Source Shading Status Existing Condition Window Window E/Front Wall Front 90 1 25 0.55 0.67 Table Bug Screen Existing No 110.6 11 Window 2 Window S/Left Wall Left 180 1 12 0.3 NFRC 0.23 NFRC Bug Screen New NA Door Window W/Rear Wall Back 270 1 582 0.3 NFRC 0.23 NFRC Bug Screen New NA Window 3 Window W/Rear Wall Back 270 1 20 0.55 0.67 Table Bug Screen Existing No 110.6 11 38.8 Table Table Door 2 Window W/Rear Wall Back 270 1 0.55 0.67 Bug Screen Existing No 2 110.6-A 110.6-B Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Orientatio Width Heigh Area U-factor Exterior Verified Name Type Surface n Azimuth (ft) t (ft) MuIt. (ft') U-factor Source SHGC SHGC Source Shading Status Existing Condition Window 4 Window N/Right Wall Right 0 1 4 0.55 0.67 Bug Screen Existing No 1Table 1Table Window 5 Window S/Left Wall 2 Left 180 1 25 0.3 NFRC 0.23 NFRC Bug Screen New NA Window 6 Window S/Left Wall 3 Left 180 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA Door 3 Window S/Left Wall 3 Left 180 1 36.9 0.3 NFRC 0.23 NFRC Bug Screen New NA W/Rear Wall Window 7 Window Back 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA W/Rear Wall Window 8 Window Back 270 1 16 0.3 NFRC 0.23 NFRC Bug Screen New NA W/Rear Wall 582 Door4 Window Back 270 1 0.3 NFRC 0.23 NFRC Bug Screen New NA N/Right Wall 36.9 Door 5 Window Right 0 1 0.3 NFRC 0.23 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft) U-factor Status Verified Existing Condition Door 6 E/Front Wall 2 39.96 0.04 New n/a Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E (Page 7 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 8 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 9 of 12) Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab -on -Grade Zone 1 1276 0.1 none 0 80% No Existing No Slab -on -Grade 2 Zone 2 211 0.1 1 none 0 80% No New n/a OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers R-value R-value Default Wall Prior to Inside Finish: Gypsum Board Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-0 None / None 0.361 Cavity / Frame: no insul. / 2x4 197 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C. R-15 None / None 0.095 Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Inside Finish: Gypsum Board R-0 Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. 0. C. R-0 None / None 0.277 Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board Roofing: Light Roof (Asphalt Shingle) Attic RoofZone 1 Attic Roofs Wood Framed 2x4 @ 24 in. O. C. R-7 None / 0 0.124 Roof Deck: Wood Ceiling Siding/sheathing/decking Cavity / Frame: R-7 / 2x4 Roofing: Light Roof (Asphalt Shingle) Wood Framed Roof Deck: Wood Attic RoofZone 2 Attic Roofs 2x4 @ 24 in. O. C. R-15 None / 0 0.07 Siding/sheathing/decking Ceiling Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-2.0 insul. Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y. 9 (CHEERS) 9 P Y P P and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers R-value R-value Roofing: Light Roof (Asphalt Shingle) Wood Framed Roof Deck: Wood Attic RoofZone 3 Attic Roofs 2x4 @ 24 in. 0. C. R-15 None / 0 0.07 Siding/sheathing/decking Ceiling Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-2.0 insul. Default Roof Prior to Ceilings (below Wood Framed Over Ceiling Joists: R-1.9 insul. 2x4 @ 16 in. 0. C. R-11 None / None 0.083 Cavity / Frame: R-9.1 / 2x4 197 attic) Ceiling Inside Finish: Gypsum Board Ceilings (below Wood Framed Over Ceiling Joists: R-19.1 insul. R-38 Roof Attic 2x8 @ 16 in. 0. C. R-38 None / None 0.026 Cavity / Frame: R-18.9 / 2x8 attic) Ceiling Inside Finish: Gypsum Board Floor Surface: Carpeted R-30 Floor No Floor Deck: Wood Interior Floors Wood Framed Floor 2x10 @ 16 in. 0. C. R-30 None / None 0.033 Siding/sheathing/decking Crawlspace Cavity / Frame: R-30 / 2x10 Ceiling Below Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y. 9 (CHEERS) 9 P Y P P and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Verified Existing Water Distribution Water Heater Number of Solar Heating Compact HERS Water Heater Name System Type Status Existing Heating Type Name Units System Distribution Verification Name (#) Condition System DHW Sys 1 Domestic Hot Standard DHW Heater 1 n/a None n/a DHW Heater New NA Water (DHW) 1 1 (1) WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Tank Standby1st Heating Heating Input Hr. Verified Name Element Tank Type # of Tank Vol. Efficiency Efficiency Rated Rating or Insulation Loss or Rating or Tank Location Status Existing Type Units (gal) Type Input Type pilot Recovery Flow Rate Condition (nt/Ext) Eff DHW Gas Consumer 1 0 UEF 0.99 Btu/Hr 200000 0 n/a n/a New n/a Heater 1 Instantaneous WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Heating Unit Heating Cooling Unit Cooling Distribution Required Verified Existing HVAC Name System Type Name Equipment Name Equipment Fan Name Name Thermostat Status Existing System Count Count Type Condition Heating and Heating Cooling Air HVAC cooling Component 1 Component 1 HVAC Fan 1 Distribution n/a Existing No Systeml system other 1 1 System 1 Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 W W W ' \ mLN U) LH V Y W W T CA W z0) Z�� 13 A_L_I - � r O X 1� '� lL LL JOB NUMBER RG24-024 DATE DRAWN 04-I6-24 DRAWN BY RAZ GRINBAUM SCALE 1/4" = 1'-0" REVISED WN }� r Q Ck 49 V UJ l� 1� LU 00 O Mill w O N Q L SHEET TITLE I TITLE 24 SHEET NO. fil TLE 24 ENV - Packet Pg. 54 8.1.b CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Residential Building Calculation Description: Title 24 Analysis CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 10 of 12) Project Name: Residential Building Calculation Date/Time: 2024-12-26T14:51:19-08:00 Input File Name: New Addition & 2 Story.ribd22x Calculation Description: Title 24 Analysis Input File Name: New Addition & 2 Story.ribd22x HVAC - HEATING UNIT TYPES 01 02 03 04 05 Name System Type Number of Units Heating Efficiency Heating Unit Brand Heating Component 1 Central gas furnace 1 AFUE - 80 n/a HVAC -COOLING UNIT TYPES 01 02 03 04 05 06 07 08 09 Name System Type Number of Units Efficiency Metric Efficiency Efficiency Zonally Controlled Mulit-speed HERS Verification EER/EER2/LEER SEER/SEER2 Compressor Cooling Cooling Component 1 Central split AC 1 EER/SEER 11.2 14 Not Zonal Single Speed Component 1-hers-cool HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Duct Ins. R-value Duct Location Surface Area Verified Existing Name Type Design Type Bypass Duct Duct Leakage HERS Status Existing Distribution New Ducts Suppl Retur Suppl Retur Suppl Retur Verification Condition system >= 25 ft y n y n y n Air Air Unconditio Non- Atti Atti No Bypass Existing Distribution Distribution R-8 R-8 n/a n/a (not Existing No n/a System 1 ned attic Verified c c Duct specified) System 1-hers-dist HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.58 HVAC Fan 1-hers-fan Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y 9 (CHEERS) 9 P Y P P , and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CF1R-PRF-01-E CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD (Page 11 of 12) Project Name: Residential Building Calculation Description: Title 24 Analysis HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Not Required 0 Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated b California Home Energy Efficient Rating Services CHEERS using information uploaded b third parties not affiliated with or related to CHEERS. Therefore CHEERS is not responsible for 9 Y on Y 9 (CHEERS) 9 P Y P P , and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 CF1R-PRF-01-E Calculation Date/Time: 2024-12-26T14:51:19-08:00 (Page 12 of 12) Input File Name: New Addition & 2 Story.ribd22x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: German Cortez (�e v yn arly Corti "7J Company: Signature Date: CB Home Inc 12/26/2024 Address: CEA/ HERS Certification Identification (If applicable): 1346 W PHILADELPHIA ST City/State/Zip: Phone: ONTARIO, CA 91762 (626) 279-5657 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: German Cortez (7e4 w fiwil C&vtek Company: Date Signed: CB Home Inc 12/26/2024 Address: License: 1346 W PHILADELPHIA ST 961219 City/State/Zip: Phone: ONTARIO, CA 91762 (626) 279-5657 Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 424-P010326147A-000-000-0000000-0000 Registration Date/Time: 12/26/2024 14:53 HERS Provider: CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2024-12-26 14:51:55 Schema Version: rev 20220901 W — W N Z N W N LLI }ks) (:0W LL1 CA W z0) Z I �0� -OTC OX iX 0- 9L JOB NUMBER RG24-024 DATE DRAWN 04-16-24 DRAWN BY RAZ GRINBAUM SCALE 1/4" = 1'-0" REVISED N W }� 0 Q� Ck a O J 0 Fill.v v OQ Mill O N L �Q SHEET TITLE TITLE 24 SHEET NO. TITLE 24 /411= 11_011 ENV-21 Pg. 55 8.1.b RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name New 2 Story & Addition Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 12/26/2024 Project Address 1829 Los Cerros Drive Diamond Bar California Energy Climate Zone CA Climate Zone 09 Total Cond. Floor Area 2,109 Addition 833 # of Units 1 INSULATION Construction Type Area Cavity ft Special Features Status Wall Wood Framed no insulation 279 Existing Wall Wood Framed no insulation 133 Existing Wall Wood Framed no insulation 290 Existing Wall Wood Framed no insulation 283 Existing Slab Unheated Slab -on -Grade no insulation 1,276 Perim = 0' Existing Roof Wood Framed Attic R 11 702 Existing Roof Wood Framed Attic R 38 1,407 Add=R-15.0 New Wall Wood Framed R 15 57 New FENESTRATION 34s 1s.si 0.30 Total Area: Glazing Percentage: New/Altered Average U-Factor: Orientation Area(ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status Front(E) 25.0 0.550 a67 none none WA Existing Left (S) 83.0 0.300 0.23 none none N/A New Rear (1) 138.6 0.300 0.23 none none N/A New Rear(w) 58.8 0.550 a67 none none N/A Existing Right (N) 4.0 0.550 0.67 none none N/A Existing Right (N) 40.0 0.300 0.23 none none N/A New HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status 1 Gas Central Furnace 80% AFUE Split Air Conditioner 14.0 SEER Setback Existing HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status HVAC System Ducted Ducted Attic 8.0 Existing WATER HEATING Qty. Type Gallons Min. Eff Distribution Status 1 Small Instantaneous Gas 1 0.99 Standard New EnergyPro 9.3 by EnergySoft User Number., 7432 ID: RG24-024 Page 15 of 25 2022 Single -Family Residential Mandatory Requirements Summary Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan -type central furnaces; household cooking appliances § 110.5: (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour); and pool and spa heaters. * Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, § 150.0(h)l: Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A: Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the § 150.0(h)3B: manufacturer's instructions. Water Piping, Solar Water -heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water 150.0 ' 1: piping must be insulated asspecified in § 609.11 of the California Plumbing Code. * Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture equipment' P 9 P 9. 9 9 § 150.00)2: maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non -crushable casing or sleeve. Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5' x 2.5' x T suitable for the future installation of a heat pump water heater, and meet electrical and § 150.0(n)l: plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2" higher than the base of the water heater Solar Water -heating Systems. Solar water -heating systems and collectors must be certified and rated by the Solar Rating and § 150.0(n)3: Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. rlurfc and Fanc- Ducts. Insulation installed on an existing space -conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a § 110.8(d)3: contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. CMC Compliance. All air -distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply -air and return -air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct -closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. § 150.0(m)l: The combination of mastic and either mesh or tape must be used to seal openings greater than'/4", If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in theses aces must not be compressed. * P P Factory -Fabricated Duct Systems. Factory -fabricated duct systems must comply with applicable requirements for duct construction, 150.0 m 2: § () connections and closures; joints and seams of ducts stems and their components must not be sealed with cloth back rubber adhesive � �1 Y p duct tapes unless such tape is used in combination with mastic and draw bands. Field -Fabricated Duct Systems. Field -fabricated duct systems must comply with applicable requirements for: pressure -sensitive tapes, m 150.0 3: § () requirements specified for duct construction. mastics sealants and other Pe q Backdraft Damper. Fans stems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. GravityVentilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible P ty 9 Y 9 P Y 150.Om8: § O manual) operated dampers in all openings to the outside except combustion inlet and outlet air openings and elevator shaft vents. Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. § 150.0(m)9: Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation -resistant coating. § 150.0 m 10: layer or air barrier between the inner core and Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non -porous la P Y outer vapor barrier. Duct System Sealing and Leakage Test. When space conditioning systems use forced air ducts stems to supply conditioned air to an Y 9 9 P 9 Y Y PPY 150.0 m 11: § O occupiable space, the ducts must be sealed and duct leakage tested as confirmed through field verification and diagnostic testing, in p p 9 � 9 9 9� accordance with Reference Residential Appendix RA3.1. Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilations stems must have MERV 13 P 9 Y 9 PPY Y § 150.0(m)12: or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean -filter pressure drop and labeling must meet the requirements in §150.0(m)l2. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 5/6/22 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name New 2 Story & Addition Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 1212612024 Project Address 1829 Los Cerros Drive Diamond Bar Califomia Energy Climate Zone CA Climate Zone 09 Total Cond. Floor Area 2,109 Addition 833 # of Units 1 INSULATION Construction Type Cavity Area ft Special Features Status Door Opaque Door R-5 40 New Wall Wood Framed R 15 115 New Demising Wood Framed no insulation 97 Altered Demising Wood Framed no insulation 140 Altered Slab Unheated Slab -on -Grade no insulation 211 Perim = 0' New Wall Wood Framed R 15 402 New Wall Wood Framed R 15 77 New Wall Wood Framed R 15 317 New FENESTRATION Total Area: 349 Glazing Percentage: 16.6% New/Altered Average U-Factor: 0.30 Orientation Area(ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Cooling Duct Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener�qyPro 9.3 by EnergySoft User Number., 7432 ID: RG24-024 Page 16 of 25 2022 Single -Family Residential Mandatory Requirements Summary .0 Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must § 150.0(m)13: be > 350 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy15 0.45 watts per CFM for gas furnace air handlers and :5 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow> 250 CFM per ton of nominal cooling capacity, and an air -handling unit fan efficacy <- 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Qualitv: § 150.0(o)l: Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, * Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)l. § 150.0(0)1 B: Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole - dwelling unit ventilation airflow required per §150.0(o)l C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)l Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with 150.0 0 1 C. Whole -Dwelling Unit Mechanical Ventilation for Single -Family Detached and townhouses. Single-family detached dwelling units, § 150.0(o)1C: and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)lCi-iii. § 150.0(o)lG: Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand - controlled exhaust system meeting requirements of §150.0(o)l Giii,enclosed kitchens and bathrooms can use demand -controlled or continuous exhaust meeting §150.0(o)l Giii-iv. Airflow must be measured by the installer per §150.0(o)lGv, and rated for sound per 150.0 0 1 Gvi. * § 150.0(o)l H&I: Airflow Measurement and Sound Ratings of Whole -Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)lC must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan's inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole -Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0 0 1C. Field Verification and Diagnostic Testing. Whole -Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, § 150.0(o)2: and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §1 50.0(o)l G Pool and Soa Svstems and Equipment: Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance 110.4 a : with the Appliance Efficient Regulations and listing in MAEDbS; an on -off switch mounted outside of the heater that allows shutting off PP Y 9 9 9 the heater without adjusting the thermostat setting; a permanent weatherproof late or card with operating instructions; and must not 1 9 9. P P P P 9 . use electric resistance heating. * Piping. An pool or spa heating system orequipment must be installed with at least 36 inches of pipe between the filter and the heater, or YP P 9YPP , § 110.4(b)l: dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. Covers. Outdoor pools ors as that have a heat pump or gas heater must have a cover. Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time § 110.4(b)3: switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. §110.5: Pilot Light. Natural as pool and spa heaters must not have a continuous) burning pilot light. g g p P y gp g Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump § 150.0(p): sizing, flow rate, piping, filters, and valves. I inhfinre Li htin Controls and Components. All lighting control devices and stems ballasts and luminaires must meet the applicable 9 9 p 9 9 systems, � PP § 110.9: requirements of § 110.9. * 150.0 k lA: Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A except lighting integral to exhaust fans kitchen Y q Pt 9 9 e9 range hoods bath vanity mirrors and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers cabinets and linen 9 ty 9 9 Pe . 9 g 9 . 9 9 , closets with an efficacy of at least 45 lumens per watt. § 150.0(k)lB: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. 150.0 k lC: § () Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 k 150.0 1D: § () elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1 E: Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust § 150.0(k)1 F: hoods) must meet the applicable re uirements of 150.0 k . * 516/22 RESIDENTIAL MEASURES SUMMARY RMS-1 Project Name New 2 Story & Addition Building Type 10 Single Family ❑ Addition Alone ❑ Multi Family 10 Existing+ Addition/Alteration Date 1212612024 Project Address 1829 Los Cerros Drive Diamond Bar Cal ifomia Energy Climate Zone CA Climate Zone 09 Total Cond. Floor Area 2,109 Addition 833 # of Units 1 INSULATION Construction Type Area Cavity ft Special Features Status Wall Wood Framed R 15 83 New Demising Wood Framed w/o Crawl Space R 30 622 New FENESTRATION I Total Area: 349 Glazing Percentage: 16.6% New/Altered Avers a U-Factor: 0.30 Orientation Area(ft) U-Fac SHGC Overhang Sidefins Exterior Shades Status HVAC SYSTEMS Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status HVAC DISTRIBUTION Location Heating Duct Cooling Duct Location R-Value Status WATER HEATING Qty. Type Gallons Min. Eff Distribution Status Ener Pro 9.3 by FnergySoft User Number., 7432 ID. RG24-024 Page 17 of 25 2022 Single -Family Residential Mandatory Requirements Summary .0 § 150.0(k)l G: Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 § 150.0(k)1H: elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required § 150.0(k)1 I: to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. Al forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. * Accessible Controls. Lighting must have readily accessible wall -mounted controls that allow the lighting to be manually turned § 150.0(k)2A: on and off. Multiple Controls. Controls must not bypass a dimmer, sensor function if the dimmer or sensor is installed YP occupant P sensor, or vacancy § 150.0(k)2B: to comp) with 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, § 150.0(k)2D: occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire § 150.0(k)2E: must be controlled by an occupancy or vacancy sensor providing automatic -off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- § 150.0(k)2F: mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in theses aces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling -installed lighting. Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to § 150.0(k)3A: other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 § 150.0(k)4: watts of power. Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the § 150.0(k)5: applicable requirements for nonresidential garages in §§ 110.9,130.0, 130.1, 130.4, 140.6, and 141.0. Solar Raadinass, Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the 9 Y 9 Y 9 Y § 110.10(a)l: application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.1 0b - e . Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access pathway, smoke ventilation and spacing requirements as specified in Title 24 Part 9 or other arts of Title 24 or in an �p Y� � p 9 q P � P Y requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 §110.10(b)lA: square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. All sections of the solar zone located on steep -sloped roofs must have an azimuth between 90-300° of true north. Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof § 110.10(b)3A: mounted equipment. * Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the § 110.10(b)3B: horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone measured in the vertical plane. * Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone the structural design loads for g 9 9 110.10b4: § () roof dead load and roof live load must be clear) Indicated on the construction documents. y Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a Y 9 110.10 c : § O pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family P Y 9 P � 9 Y residences and central water -heating systems, a pathway reserved for routing plumbing from the solar zone to the water -heating system. Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be 110.10 d Pant. provided to the occupant. § 110.10(e)l: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2: Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole "For circuit breaker for a future solar electric installation. The reserved space must be permanently marked as Future Solar Electric" Electric and Energy Storage Ready: Fyllf'�'a a2022 Single -Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Buildinn Envelnne: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or § 110.6(a)1: less when tested per NFRC-400, ASTM E283, or AAMAIWDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from § 110.6(b): Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be § 110.7: caulked, gasketed, or weather stripped. § 110.8(a): Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services BHGS . § 110.8(g): Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the § 110.8(i): roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.80): Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area -weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood -frame ceiling; or area -weighted average § 150.0(a): U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area -weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck oL2!!OP of a drywall ceiling. § 150.0(b): Loose -fill Insulation. Loose fill insulation must meet the manufacturer's required density for the labeled R-value. Wall Insulation. Minimum R-13 insulation in 2A inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood § 150.0(c): framing or have a U-factor of 0.071 or less. Opaque non -framed assemblies must have an overall assembly U-factor not exceeding 0.102. Mason walls must meet Tables 150.1-A or B. § 150.0(d): Raised -floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone § 150.0(f): without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II § 150.0(g)l: vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to 150.0 d . Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of § 150.0(g)2: all insulation in all exterior walls, vented attics, and unvented attics with air -permeable insulation. Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have § 150.0(q): a maximum U-factor of 0.45; or area -weighted average U-factor of all fenestration must not exceed 0.45. Firenlaras_ narnrativa Gan Onnlianras_ and Gas 1_nn- § 110.5(e) Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)l : Closable Doors. Masonry or factory -built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory -built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight -fitting damper or combustion -air control device. § 150.0(e)3: Flue Damper. Masonry or factory -built fireplaces must have a flue damper with a readily accessible control. * Snara rnndifinninn_ Wafar Haatinn_ and Plumhinn Svsfam- Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other § 110.0-§ 110.3: regulated appliances must be certified by the manufacturer to the California Energy Commission. § 110.2(a): HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance § 110.2(b): heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut -on temperature for compression heating is higher than the cut -on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supple entaheatin . Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a § 110.2(c): setback thermostat. * Insulation. Unfired service water heater storage tanks and solar water -heating backup tanks must have adequate insulation, or tank 110.3 c 3: surface heat loss rating. Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with § 110.3(c)6: hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 516/22 HVAC SYSTEM HEATING AND COOLING LOADS SUMMARY Project Name New 2 Story & Addition Date 12/26/2024 System Name HVAC System Floor Area 2,109 ENGINEERING CHECKS SYSTEM LOAD Number of Systems Total Room Loads Return Vented Lighting Return Air Ducts Return Fan Ventilation Supply Fan Supply Air Ducts TOTAL SYSTEM LOAD COIL CFM 1,802 0 COOLING PEAK COIL HTG. PEAK Heating System Sensible Latent CFM Sensible Output per System 24,000 35,257 695 1,151 42,322 Total Output (Btuh) 24,000 0 Output Btuh/s ft 11.4 1,419 2,005 Cooling System 0 0 Output per System 24,000 0 0 0 0 Total Output Btuh 24,000 0 695 0 Total Output (Tons) 2.0 1,419 2,005 Total Output Btuh/sgft 11.4 Total Output sgft/Ton 1,054.5 1 38,095 46,333 Air System CFM per System 0 HVAC EQUIPMENT SELECTION Airflow cfm 0 Standard Fau/AC 1 22,147 24,000 Airflow, (cfm/sgft) 0.00 Airflow (cfmrron) 0.0 Outside Air (%) 0.0% Total Adjusted System Output (Adjusted for Peak Design conditions) TIME OF SYSTEM PEAK 1 22,147 24,000 Aug 3 PM I Jan 1 AM Outside Air (cfm/sqft) 000 Note: values above given at ARI conditions HEATING SYSTEM PSYCHROMETRICS (Airstream Temperatures at Time of Heating Peak) 28 IF Outside Air AV- 0 cfm AL 66 IF 66 OF 105 IF M HeatingCoil n II I I 1� 11 103 OF ROOM 68 OF I COOLING SYSTEM PSYCHROMETRICS Airstream Temperatures at Time of Cooling Peak ( P 9 ) 97/68°F Outside Air 0 cfm 76 162 OF 76/63°F 55/54°F Cooling Coil 56 / 55 OF 47.8 /o ROOM -M 75 162 OF U) W v W U) Z W W u \ mn III li 1>F II LLI C� -A LLI - r/ N�®®x K 01 JOB NUMBER RG24-024 DATE DRAWN 04-16-24 DRAWN BY RAZ GRINBAUM SCALE 1/4" = 1'-0" REVISED N w� H W-n/ t- ll Q Q Ov J LJr ,A V Q O W -O 0 cv Q cL SHEET TITLE TITLE 24 SHEET NO. ENV-5 Pg. 56 8.2 PLANNING COMMISSION AGENDA REPORT CITY OF DIAMOND BAR - 21810 COPLEY DRIVE - DIAMOND BAR, CA 91765 - TEL. (909) 839-7030 - FAX (909) 861-3117 AGENDA ITEM NUMBER MEETING DATE: CASE/FILE NUMBER: PROJECT LOCATION: GENERAL PLAN DESIGNATION ZONING DISTRICT: PROPERTY OWNER: APPLICANT: Summary: 8.2 March 25, 2025 Development Review No. PL2022-74 2725 Clear Creek Lane Diamond Bar, CA 91765 APN: 8713-038-018 Rural Residential (RR) Rural Residential (RR) Diane Shi PO Box 373 Sierra Madre, CA 91025 Ricardo Moura 5236 Yarmouth Avenue Suite 113 Encino, CA 91316 The applicant is requesting Development Review (DR) approval for the construction of a new 6,034 square -foot, three -level single-family residence with an attached 719 square - foot garage, 1,008 square -foot covered patio and balcony areas, and rear yard improvements on a 1.07 gross acre undeveloped lot. RECOMMENDATION: Adopt the attached Resolution (Attachment A) approving Development Review No. PL2022-74, based on the findings of Diamond Bar City Code (DBCC) Section 22.48, subject to conditions. Packet Pg. 57 8.2 IT4311 r]:T611J►111 The project site is located in the Diamond Bar Country Estates (The Country), on the east side of Clear Creek Road, south of Falcons View Drive. The property is currently undeveloped. An arborist report prepared for this project (Johnny S. Tien, January 25, 2024) identified five protected coast live oak trees on the property, which will all remain. The proposed project has been approved by the Diamond Bar Country Estates Architectural Committee on July 12, 2022. The property is legally described as Lot 80 of Tract No. 30577, and the Assessor's Parcel Number (APN) is 8713-038-018. Site and Surrounding General Plan, Zoning and Land Uses The image below highlights the subject property: Site (Plan View) Aerial Development Review No. PL2022-74 Page 2 of 10 Packet Pg. 58 8.2 Project Site Adjacent Property to the South Adjacent Property to the North The following table summarizes the land use status of the subject property and its surroundings: Development Review No. PL2022-74 Page 3 of 10 Packet Pg. 59 8.2 DesignationGeneral Plan District Site Rural Residential RR Undeveloped North Rural Residential RR Single -Family Residential South Rural Residential RR Single -Family Residential East Rural Residential RR Single -Family Residential West Rural Residential RR Single -Family Residential Project Description Site Plan As stated, the property's gross lot area is 46,508 square feet (1.07 acres), which includes a 32-foot wide private street easement along the frontage of Clear Creek Road. The property is a rectangular -shaped lot with a net buildable area (i.e., minus the private street easement) of 42,841 square feet (0.98 acres). The property is a hillside property with an ascending slope at 38 percent that starts from the private street easement to the rear property line. The proposed house is situated towards the front the lot, 37 feet from the edge of the private street easement line. The entrance to the residence faces Clear Creek Road and a driveway provides access to a three -car garage. There are five protected coast live oak trees on the property, all of which are to be preserved. Grading Plan There are existing unpermitted retaining walls that were constructed that range from six to eight feet on the property. The applicant is proposing to cut 633 cubic yards and fill 137 cubic yards of soil throughout the property to create the building pad and bring the existing unpermitted retaining walls into compliance. Therefore, 496 cubic yards would have to be exported from the site. All exposed portions of the proposed retaining walls will have a decorative finish, with the use of wood board -formed concrete block or painted stucco to match the house. Arrhifnrfi ira Development Review No. PL2022-74 Page 4 of 10 Packet Pg. 60 8.2 The architectural style is a modern design with elements of an open floor plan, flat roofs, large expansive walls of floor -to -ceiling windows, and geometric wall planes. The simple palette of exterior finish materials, which includes white and gray porcelain tiles and smooth stucco walls in combination with brown accent cedar wood panel siding blends in with the hillside. Front Elevation The proposed three -level house's floor plan is comprised of the following components: • Garage — Three -car garage and storage area. • First Floor — Common areas (foyer, living room, dining room, kitchen with wok), one powder room, coat closet, one bathroom, and two bedrooms with a bathroom and walk-in closet. • Second Floor — Master suite with a bathroom and walk-in closet, one bedroom with a bathroom and walk-in closet, one bedroom (tatami room) with closet, loft, and laundry room. • Patio/balcony areas totaling 1,008 square feet are proposed throughout the three levels of the residence. The floor area distribution is summarized below: Development Review No. PL2022-74 Page 5 of 10 Packet Pg. 61 8.2 PROJECT SUMMARY (sauare footaae) Living Area 6,034 o First Floor 3,100 o Second Floor 2,934 Non -Livable Area 1,727 o Garage 719 o Porch 43 o Balcony 133 o Covered Patio 832 TOTAL FLOOR AREA 7,761 The height of the building is 35 feet, measured from the finished grade to the highest point of the roofline. Landscaae Plan The applicant is proposing a variety of trees to be planted throughout the property, including one 36-inch box and one 24-inch Desert Museum palo verdes and three 36- inch box Australian willows in the front yard. Additionally, various 5-gallon and 1-gallon shrubs that have a variety of color, texture, and form are proposed throughout the front, side and rear yards. Overall, landscaping consists of drought tolerant and non-invasive species to minimize irrigation and reduce the area of turf. The project is required to comply with the City's Water Efficient Landscaping Ordinance, and compliance will be verified during building plan check and final inspections. The applicant submitted a tree report, prepared by a licensed arborist. There are five protected coast live oak trees with a DBH ranging between 20 and 33 inches that will be preserved and protected in place with protective, chain -link fencing to be installed prior to construction activities. For work close to the protected zone, protective measures shall include, but are not limited to the following: • Tree protection fencing will be a minimum of five feet high and located five feet from the drip line of the trees. • Fencing will be of a flexible configuration or chain link, supported by vertical posts at a maximum of ten -foot intervals to keep the fencing upright and in place. • A sign posted on the fencing which states "Warning: Tree Protection Zone" and stating the requirements of all workers in the protection zone. • Throughout the course of construction, the tree protection fencing shall be maintained and the site shall be maintained and cleaned at all times. No construction staging or disposal of construction materials or byproducts, including but not limited to paint, plaster, or chemical solutions is allowed in the tree protection zone. Development Review No. PL2022-74 Page 6 of 10 Packet Pg. 62 8.2 These protective measures are included as conditions in the attached resolution. E13SRNG RH115 INSEG BEEF I 4. IEMONA�E 6ERRY) IX6fNiG Ql1ERQ15 AGRIFOLG TO R@IA[N iconsr LLVE oAx� ftlee s on tree reporc� EXTSRNG QHERCVG m AGP6rN ra ICOASf LLYE 0.TG REHAQI [Nxe a an tree Fq onl ----�------------------ --------------------------- ______ EnsnNc c. BACCHaRiS sFP (COYfZTE ERV6H 4� 13�_� � •F ��l V �.�ti, f�, ~^ J / w, �i�v `„F 'i f � ..... ��.e a ..4 --:, ,. Location of Protected Trees to Remain 1 RJn Ex6nxG anus INSEGR]F (UEMONME EIXRYj E]fLSI]NG QNERCLlS AGPJFIXfA [COAST W E OANj TO REMAIN ---- (tree 1� 3 aM 3 on tlee report IXE.ZQIG WASHWGfGNIA R- R- The subject property is located within the Los Angeles County Fire Department "High Fire Hazard Severity Zone." Therefore, the proposed landscaping must comply with the Fire Department's Fuel Modification Plan requirements. The landscape plans will be submitted for review and approval by the Fire Department during building plan check. ANALYSIS: Review Authority The proposed project requires land use approval through the Development Review process. The analysis that follows provides the basis for staff's recommendation to approve the DR application. Development Review No. PL2022-74 Page 7 of 10 Packet Pg. 63 8.2 Development Review (DBCC Chapter 22.48) New construction of a single-family home requires Planning Commission approval of a Development Review application. Development Review approval is required to ensure compliance with the City's General Plan policies, development standards, and design guidelines, and to minimize adverse effects of the proposed project upon the surrounding properties and the City in general. As stated in Section 22.48.010 of the Development Code, the Development Review process was established to ensure that new development and additions to existing development are consistent with the General Plan "through the promotion of high functional and aesthetic standards to complement and add to the economic, physical, and social character" of Diamond Bar. Development Standards: The following table compares the proposed project with the City's development standards for residential development in the RR zone: .. M • • . 30 feet 37 feet Yes • 15 feet on one side, 37'-4" — north side Yes 10 feet on the other 20'-10" — south side 64'-2" — north side 25 feet 59'-2" — south side Yes - • . 25 feet 201 feet Yes • - . • - Maximum of 30% 10% Yes • - 35 feet 35 feet Yes • 2-car garage 3-car garage Yes • 4-foot exposed 4-foot exposed Yes - (supporting fill) (supporting fill) Compliance with Hillside Management Ordinance (DBCC Section 22.22) The proposed project was reviewed for compliance with the City's Hillside Management Design Guidelines and regulations. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code, and incorporates the following features: Development Review No. PL2022-74 Page 8 of 10 Packet Pg. 64 8.2 • The maximum building height is 35 feet, where 35 feet is allowed; • Architectural treatment is provided on all sides of the building with varying setbacks and projections; • All proposed retaining walls associated with the building pads are at a maximum exposed height of four feet; and • Earth tone building materials and color schemes are used that blend in with the natural landscape. The project complies with all of the regulations and guidelines to ensure that development will complement the character and topography of hillside areas set forth in the Development Code. Compatibility with Neighborhood The proposed house will be located on an existing flat building pad but will be regraded to bring the existing retaining walls in compliance with the maximum height requirements. The proposed project is located between two, multi -level homes. The new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. The proposed house is comparable in mass and scale to existing homes on similar lots in The Country. The architecture in The Country is eclectic, and includes a variety of architectural designs. The scale and proportions of the proposed home are well balanced and appropriate for the site. In sum, the proposed project fits the character of the neighborhood on which it is proposed. Based on the foregoing, staff finds that the project follows the principles of the City's Residential Design Guidelines as follows: • The new single-family residence will conform to all development standards, including building height, lot coverage and setbacks, which is consistent with other homes in The Country; • A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, landscaping, and window and door placement; • The proposed new single-family residence is appropriate in mass and scale to the site; • Elevations are treated with detailed architectural elements; • The exterior finish materials and colors blend with the natural environment; and • Effective landscape design should serve the dual purpose of intrinsically enhancing a project setting, as well as integrating the landscaping into the overall architectural design. Staff finds the proposed plant palette to be diverse, and the plant selections are compatible with Southern California native landscapes. Development Review No. PL2022-74 Page 9 of 10 Packet Pg. 65 8.2 Additional Review The Public Works Department and Building and Safety Division reviewed this project, and their comments are included in the attached resolution as conditions of approval. NOTICE OF PUBLIC HEARING: On March 14, 2025, public hearing notices were mailed to property owners within a 1,000-foot radius of the project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on March 14, 2024. A notice display board was posted at the site, and a copy of the notice was posted at the City's designated community posting sites. Public Comments Received No comments have been received as of the publication date of this report. ENVIRONMENTAL ASSESSMENT: This project has been reviewed for compliance with the California Environmental Quality Act (CEQA). Based on that assessment, the City has determined the project to be Categorically Exempt from the provisions of CEQA pursuant to the provisions of Article 19 Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. No further environmental review is required. PREPARED BY: 10-101AA.0 /102 A*7 Gr e Lee, lanning Manager 3/25/2025 N AN I ATA=1 Il:Y'1F ? —A Gr a Lee, -Planning Manager 3/18/2025 Gr Gubma ommuni Development Director 3/1812025 Attachments: A. Draft Resolution No. 2025-XX and Standard Conditions of Approval B. Tree Report Dated January 25, 2024 C. Site Plan, Floor Plans, Elevations, Landscape Plans, and Conceptual Grading Plans Development Review No. PL2022-74 Page 10 of 10 Packet Pg. 66 8.2.a PLANNING COMMISSION RESOLUTION NO. 2025-XX A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR, CALIFORNIA, APPROVING DEVELOPMENT REVIEW NO. PL2022-74 TO CONSTRUCT A NEW 6,034 SQUARE -FOOT, THREE -LEVEL, SINGLE-FAMILY RESIDENCE WITH A 719 SQUARE -FOOT ATTACHED THREE -CAR GARAGE, 1,008 SQUARE FEET OF COVERED PATIO AND BALCONY AREAS AND REAR YARD IMPROVEMENTS ON A 1.7 GROSS ACRE (46,508 GROSS SQUARE - FOOT) UNDEVELOPED LOT LOCATED AT 2725 CLEAR CREEK ROAD, DIAMOND BAR, CA 91765 (APN 8713-038-018). A. RECITALS The property owner, Diane Shi, and applicant, Ricardo Moura, have filed an application for Development Review No. PL2022-74 to construct a new 6,034 square -foot, three -level single-family residence with an attached 719 square - foot garage, 1,008 square -foot covered patio and balcony areas, and rear yard improvements on a property located at 2725 Clear Creek Road, Diamond Bar, County of Los Angeles, California. Hereinafter in this Resolution, the subject Development Review and Tree Permit shall be referred to as the "Proposed Project." 2. The subject property is made up of one parcel totaling 46,508 gross square feet (1.07 gross acres). It is located in the Rural Residential (RR) zone with an underlying General Plan land use designation of Rural Residential. 3. The legal description of the subject property is Lot 80 of Tract No. 30577, and the Assessor's Parcel Number (APN) is 8713-038-018. 4. On March 14, 2025, public hearing notices were mailed to property owners within a 1,000-foot radius of the Project site. The notice was submitted to the San Gabriel Valley Tribune newspaper for publication on March 14, 2025. Also, public notices were posted at the project site and the City's designated community posting sites. 5. On March 25, 2025, the Planning Commission of the City of Diamond Bar conducted a duly noticed public hearing, solicited testimony from all interested individuals, and concluded said hearing on that date. B. RESOLUTION NOW, THEREFORE, it is found, determined and resolved by the Planning Commission of the City of Diamond Bar as follows: The Planning Commission hereby specifically finds that all of the facts set forth in the Recitals, Part A, of this Resolution are true and correct; and Packet Pg. 67 8.2.a 2. The Planning Commission hereby determines the Project to be Categorically Exempt from the provisions of the California Environmental Quality Act (CEQA) pursuant to the provisions of Article 19 Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. Therefore, no further environmental review is required. C. FINDINGS OF FACT Based on the findings and conclusions set forth herein and as prescribed under Diamond Bar City Code (DBCC) Section 22.48, this Planning Commission hereby finds as follows: Development Review Findinas (DBCC Section 22.48.040 1. The design and layout of the proposed development is consistent with the applicable elements of the City's General Plan, City Design Guidelines, and development standards of the applicable district, design guidelines, and architectural criteria for special areas (e.g., theme areas, specific plans, community plans, boulevards or planned developments); The design of the Project is consistent with the applicable elements of the City's General Plan, City Design Guidelines and development standards. The City's General Plan Policy LU-P-56 requires that development on privately - owned, residentially designated land in hillside areas shall be compatible with the surrounding natural areas promoting design principles such as minimizing grading, preserving existing vistas, incorporate site and architectural design that is sensitive to the hillsides, and require fuel modification. To minimize grading, the new residence is proposed on an existing buildable pad which will be expanded to comply with the required development standards. All exposed portions of retaining walls will have a decorative finish, with the use of wood board -formed concrete block or painted stucco to match the house as to not detract from the hillside. The Project will also be required to implement fuel modification. A gradual transition between the project and adjacent uses is achieved through appropriate setbacks, building height, and window and door placement. Additionally, the design includes balcony/patio areas throughout the two levels of the home. All elevations are architecturally treated and strongly articulated through projections along the visible fagade [City's Design Guidelines B. Architecture (3)]. The Project complies with all development standards of the Rural Residential zoning district by complying with all development standards such as required setbacks, building height, and lot coverage. The project site is not part of any theme area, specific plan, community plan, boulevard or planned development. 2. The design and layout of the proposed development will not interfere with the 2 Packet Pg. 68 8.2.a use and enjoyment of neighboring existing or future developments, and will not create traffic or pedestrian hazards; The proposed single-family house will not interfere with the use and enjoyment of neighboring existing or future developments because the use of the project site is designed for a single-family home and the surrounding uses are also single-family homes. The proposed project is located between two, multi -level homes. The new house will not be intrusive to neighboring homes since the proposed house will not block existing views from adjacent properties. The proposed single-family house will not interfere with vehicular or pedestrian movements, such as access or other functional requirements of a single-family home because it complies with the requirements for driveway widths and exceeds the minimum number of required off-street parking spaces. 3. The architectural design of the proposed development is compatible with the character of the surrounding neighborhood and will maintain and enhance the harmonious, orderly and attractive development contemplated by Chapter 22.48: Development Review Standards, the City's Design Guidelines, the City's General Plan, or any applicable specific plan; The City's General Plan Policy LU-P-56 requires that residential development be compatible with the prevailing character of the surrounding neighborhood in terms of building scale, density, massing, and design. The City's General Plan Goal CC-G-4 also requires the preservation of the scale and character of existing residential neighborhoods and ensure sensitive transitions between densities and uses. The City's Design Guidelines Architecture (1) requires compatibility with the surrounding character including harmonious building style, form, size, color, material and roofline. The scale and proportions of the proposed residence are well balanced and appropriate for the 1.7 gross -acre site. The modern architectural style is compatible with other homes in the neighborhood since the architecture in The Country is eclectic, and includes a variety of architectural designs. The Project minimizes negative impacts on surrounding uses since the house will not block existing views from adjacent properties. In sum, the Project fits the character of the neighborhood on which it is proposed. 4. The design of the proposed development will provide a desirable environment for its occupants and visiting public as well as its neighbors through good aesthetic use of materials, texture, color, and will remain aesthetically appealing: The applicant is proposing a modern design introducing a coordinated palette of new exterior finish materials, roof lines, and architectural projections. The project is designed to have a variety of elements to reflect the architectural style, including the following design features. open floor plan, flat roofs, large expansive walls of floor -to -ceiling windows, and geometric wall planes. 3 Packet Pg. 69 8.2.a Through the use of a simple color scheme and quality materials that have texture and color, the proposed residence will not be intrusive to neighboring homes. Also, landscaping is integrated into the site to complement the massing of the house and blend in with neighboring homes and the natural environment of the site in order to maintain a desirable environment. The scale and proportions of the proposed home are well balanced and appropriate for the site. 5. The proposed development will not be detrimental to public health, safety or welfare or materially injurious (e.g., negative effect on property values or resale(s) of property) to the properties or improvements in the vicinity; and Before the issuance of any City permits, the proposed project is required to comply with all conditions within the approved resolution, and the Building and Safety Division and Public Works Departments requirements. Through the permit and inspection process, the referenced agencies will ensure that the proposed project is not detrimental to the public health, safety or welfare or materially injurious to the properties or improvements in the vicinity. 6. The proposed project has been reviewed in compliance with the provisions of the California Environmental Quality Act (CEQA). The proposed project is categorically exempt from the provisions of the California Environmental Quality Act (CEQA) as set forth under Article 19 Section 15303(a) (construction of a new single-family residence) of the CEQA Guidelines. Based upon the findings and conclusion set forth above, the Planning Commission hereby approves this Application, subject to the following conditions: 1. Development shall substantially comply with the plans and documents presented to the Planning Commission at the public hearing. 2. On the plans submitted for building plan check, all exposed portions of the proposed retaining walls shall have a decorative finish, painted stucco to match the house. 3. Prior to building permit issuance, the required landscape plan shall be designed to meet the requirements of the Los Angeles County Fire Department's Fuel Modification Plan Guidelines in terms of plant selection, placement and maintenance. The final landscape and fuel modification plans shall be submitted to the Los Angeles Fire Department for review and approval. 4. Prior to building permit issuance, a Certification of Design, together with landscape and irrigation plans prepared by a licensed landscape architect, I! Packet Pg. 70 8.2.a shall be submitted to the Planning Division for review and approval by the City's Consulting Landscape Architect. Landscape and irrigation plans shall comply with the updated Water Efficient Landscaping Ordinance. 5. Prior to the issuance of a demolition, grading or building permit, the protected trees shall be barricaded by chain link fencing with a minimum height of five feet, or by another protective barrier approved by the Community Development Director or designee. Chain link fencing shall be supported by vertical posts at a maximum of ten -foot intervals to keep the fencing upright and in place. Barriers shall be placed at least five (5) feet from the drip line of the trees. A sign posted on the fencing which states "Warning: Tree Protection Zone" and stating the requirements of all workers in the protection zone. Throughout the course of construction, the tree protection fencing shall be maintained and the site shall be maintained and cleaned at all times. No construction staging or disposal of construction materials or byproducts, including but not limited to paint, plaster, or chemical solutions is allowed in the tree protection zone. The fencing plan shall be shown on the grading plan and other applicable construction documents and the Applicant, Owner or construction manager shall contact the Planning Division to conduct a site visit prior to commencement of any work to ensure this condition is met. 6. All work conducted close to the protected zone of the protected oak trees shall be performed within the presence of a qualified arborist. A 48-hour notice shall be provided to the arborist and the Planning Division prior to the planned start of work. 7. Landscaping within Fuel Modification Zones shall be limited to locally native plant species. 8. Standard Conditions. The applicant shall comply with the standard development conditions attached hereto. The Planning Commission shall: a. Certify to the adoption of this Resolution; and b. Forthwith transmit a certified copy of this Resolution, by certified mail to the property owner, Diane Shi, PO Box 373, Sierra Madre, CA 91025 and applicant, Ricardo Moura, 5236 Yarmouth Avenue, Suite 113, Encino, CA 91316. APPROVED AND ADOPTED THIS 25TH DAY OF MARCH 2O25, BY THE PLANNING COMMISSION OF THE CITY OF DIAMOND BAR. Ruben Torres, Chairperson 5 Packet Pg. 71 8.2.a I, Greg Gubman, Planning Commission Secretary, do hereby certify that the foregoing Resolution was duly introduced, passed, and adopted, at a regular meeting of the Planning Commission held on the 25th day of March 2025, by the following vote: AYES: Commissioners: NOES: Commissioners: ABSENT: Commissioners: ABSTAIN: Commissioners: ATTEST: Greg Gubman, Secretary Packet Pg. 72 8.2.a I U MOND BaRJ PROJECT # COMMUNITY DEVELOPMENT DEPARTMENT STANDARD CONDITIONS RESIDENTIAL NEW STRUCTURE Development Review No. PL2022-74 SUBJECT: To construct a new 6,034 square -foot, three -level, single-family residence with a 719 square -foot attached three -car garage, 1,008 square feet of covered patio and balcony areas and rear yard improvements. PROPERTY OWNER: Dianne Shi, PO Box 373, Sierra Madre, CA 91025 APPLICANT: Ricardo Moura, 5236 Yarmouth Avenue, Suite 113, Encino, CA 91316 LOCATION: 2725 Clear Creek Road, Diamond Bar, CA 91765 ALL OF THE FOLLOWING CONDITIONS APPLY TO YOUR PROJECT. I. APPLICANT SHALL CONTACT THE PLANNING DIVISION AT (909) 839-7030, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL REQUIREMENTS The applicant shall defend, indemnify, and hold harmless the City, and its officers, agents and employees, from any claim, action, or proceeding to attack, set -aside, void or annul, the approval of Development Review No. PL2022-74 brought within the time period provided by Government Code Section 66499.37. In the event the city and/or its officers, agents and employees are made a party of any such action: (a) Applicant shall provide a defense to the City defendants or at the City's option reimburse the City its costs of defense, including reasonable attorneys' fees, incurred in defense of such claims. (b) Applicant shall promptly pay any final judgment rendered against the City defendants. The City shall promptly notify the applicant 7 PC RESO 2025-XX Packet Pg. 73 8.2.a of any claim, action of proceeding, and shall cooperate fully in the defense thereof. 2. This approval shall not be effective for any purpose until the applicant and owner of the property involved have filed, within twenty-one (21) days of approval of this Development Review No. PL2022-74, at the City of Diamond Bar Community Development Department, their affidavit stating that they are aware of and agree to accept all the conditions of this approval. Further, this approval shall not be effective until the applicants pay remaining City processing fees, school fees and fees for the review of submitted reports. 3. All designers, architects, engineers, and contractors associated with this project shall obtain a Diamond Bar Business License; and a zoning approval for those businesses located in Diamond Bar. 4. Signed copies of Planning Commission Resolution No.2025-XX, Standard Conditions, and all conditions of approval shall be included on the plans (full size). The sheet(s) are for information only to all parties involved in the construction/grading activities and are not required to be wet sealed/stamped by a licensed Engineer/Architect. 5. Prior to the plan check, revised site plans and building elevations incorporating all Conditions of Approval shall be submitted for Planning Division review and approval. 6. Prior to any use of the project site or business activity being commenced thereon, all conditions of approval shall be completed. 7. The project site shall be maintained and operated in full compliance with the conditions of approval and all laws, or other applicable regulations. 8. Approval of this request shall not waive compliance with all sections of the Development Code, all other applicable City Ordinances, and any applicable Specific Plan in effect at the time of building permit issuance. 9. All site, grading, landscape/irrigation, and roof plans, and elevation plans shall be coordinated for consistency prior to issuance of City permits (such as grading, tree removal, encroachment, building, etc.,) or approved use has commenced, whichever comes first. 10. The hours during which construction activities causing the operation of any tools or equipment used in construction, drilling, repair, alteration, or demolition work are limited to Monday through Saturday, between the hours of 7:00 a.m. and 7:00 p.m., and are not allowed at any time on Sundays or holidays. 11. The property owner/applicant shall remove the public hearing notice 8 PC RESO 2025-XX Packet Pg. 74 8.2.a board within three days of this project's approval. 12. The applicant shall comply with the requirements of City Planning, Building and Safety Divisions, Public Works Department, and the Fire Department. 13. Prior to issuance of building permits, the applicant shall record, and provide the City with a conformed recorded copy of, a Covenant and Agreement or similar document in a form approved by the City Attorney, which restricts the rental of rooms or other portions of the property under two or more separate agreements and prohibits use of the property as a boarding or rooming house, except to the extent otherwise permitted by the Diamond Bar City Code or applicable state or federal law. B. FEES/DEPOSITS 1. Applicant shall pay development fees (including but not limited to Planning, Building and Safety Divisions, and Public Works Department) at the established rates, prior to issuance of building or grading permit (whichever comes first), as required by the City. School fees as required shall be paid prior to the issuance of building permit. In addition, the applicant shall pay all remaining prorated City project review and processing fees prior to issuance of grading or building permit, whichever comes first. 2. Prior to any plan check, all deposit accounts for the processing of this project shall have no deficits. C. TIME LIMITS 1. The approval of Development Review No. PL2022-74 expires within two years from the date of approval if the use has not been exercised as defined per Diamond Bar City Code (DBCC) Section 22.66.050 (b)(1). In accordance with DBCC Section 22.60.050(c), the applicant may request, in writing, a one-year time extension for Planning Commission consideration. Such a request must be submitted to the Planning Division prior to the expiration date and be accompanied by the review fee in accordance with the fee schedule in effect at the time of submittal. 9 PC RESO 2025-XX Packet Pg. 75 8.2.a D. SITE DEVELOPMENT 1. This approval is to construct a new 6,034 square -foot, three -level, single-family residence with a 719 square -foot attached garage, 1,008 square feet of covered patio and balcony areas and rear yard improvements at 2725 Clear Creek Road, as described in the staff report and depicted on the approved plans on file with the Planning Division, subject to the conditions listed below. 2. The construction documents submitted for plan check shall be in substantial compliance with the architectural plans approved by the Planning Commission, as modified pursuant to the conditions below. If the plan check submittal is not in substantial compliance with the approved Development Review submittal, the plans may require further staff review and re -notification of the surrounding property owners, which may delay the project and entail additional fees. 3. To ensure compliance with the provisions of the Planning Commission approval, a final inspection is required from the Planning Division when work for any phase of the project has been completed. The applicant shall inform the Planning Division and schedule an appointment for such an inspection. 4. The above conditions shall run with the land and shall be binding upon all future owners, operators, or successors thereto of the property. Non- compliance with any condition of approval or mitigation measure imposed as a condition of the approval shall constitute a violation of the City's Development Code. Violations may be enforced in accordance with the provisions of the Development Code. 5. Failure to comply with any of the conditions set forth above or as subsequently amended in writing by the City, may result in failure to obtain a building final and/or a certificate of occupancy until full compliance is reached. The City's requirement for full compliance may require minor corrections and/or complete demolition of a non- compliant improvement, regardless of costs incurred where the project does not comply with design requirements and approvals that the applicant agreed to when permits were pulled to construct the project. 6. The project site shall be developed and maintained in substantial conformance with the approved plans submitted to, approved, and amended herein by the Planning Commission, on file with the Planning Division, the conditions contained herein, and the Development Code regulations. 10 PC RESO 2025-XX Packet Pg. 76 8.2.a 7. All ground -mounted utility appurtenances such as transformers, air conditioning condensers, etc., shall be located out of public view and adequately screened through the use of a combination of concrete or masonry walls, berms, and/or landscaping to the satisfaction of the Planning Division. 8. All roof -mounted equipment shall be screened from public view. 9. All structures, including walls, trash enclosures, canopies, etc., shall be maintained in a structurally sound, safe manner with a clean, orderly appearance. All graffiti shall be removed within 72 hours by the property owners/occupant. 10. All landscaping, structures, architectural features and public improvements damaged during construction shall be repaired or replaced upon project completion. E. SOLID WASTE 1. The site shall be maintained in a condition, which is free of debris both during and after the construction, addition, or implementation of the entitlement approved herein. The removal of all trash, debris, and refuse, whether during or subsequent to construction shall be done only by the property owner, applicant or by a duly permitted waste contractor, who has been authorized by the City to provide collection, transportation, and disposal of solid waste from residential, commercial, construction, and industrial areas within the City. It shall be the applicant's obligation to ensure that the waste contractor used has obtained permits from the City of Diamond Bar to provide such services. 2. Mandatory solid waste disposal services shall be provided by the City franchised waste hauler to all parcels/lots or uses affected by approval of this project. F. FIRE PROTECTION STANDARDS 1. Development shall be constructed to reduce the potential for spread of brushfire. (i) In the case of a conflict, where more restrictive provisions are contained in the current State and Local Building Code or in the Fire Code, the more restrictive provisions shall prevail. (ii) Roofs shall be covered with noncombustible materials as defined in the building code. Open eave ends shall be stopped in order to prevent bird nests or other combustible material lodging within the roof and to preclude entry of flames. 11 PC RESO 2025-XX Packet Pg. 77 8.2.a (iii) Exterior walls shall be surfaced with noncombustible or fire-resistant materials. (iv) Balconies, patio roofs, eaves and other similar overhangs shall be of noncombustible construction or shall be protected by fire- resistant material in compliance with the building code. 2. A permanent fuel modification area shall be required around development projects or portions thereof that are adjacent or exposed to hazardous fire areas for the purpose of fire protection. The required width of the fuel modification area shall be based on applicable building and fire codes and a fire hazard analysis study developed by the fire marshal. II. APPLICANT SHALL CONTACT THE PUBLIC WORKS DEPARTMENT, (909) 839-7040, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: A. GENERAL 1. Prior to issuance of a grading permit, the applicant shall submit an Erosion Control Plan concurrently with the grading plan to the Public Works Department for review and approval. The Erosion Control Plan shall clearly detail erosion control measures that will be implemented during construction. The Erosion Control Plan shall conform to National Pollutant Discharge Elimination System (NPDES) standards and incorporate the appropriate Best Management Practices (BMP's) as specified in the Storm Water BMP Certification. B. SOILS REPORT/GRADING/RETAINING WALLS 1. Prior to issuance of a grading permit, the applicant shall submit a geotechnical report concurrently with the grading plan to the Public Works Department for review and approval. The geotechnical report shall be prepared by a Geotechnical Engineer, licensed by the State of California. 2. Prior to issuance of a grading permit, the applicant shall submit drainage and grading plans to the Public Works Department for review and approval. Drainage and grading plans shall be prepared by a Civil Engineer, licensed by the State of California and in accordance with the City's requirements. A list of requirements for grading plan check is available from the Public Works Department. All grading (cut and fill) calculations shall be submitted to the City concurrently with the grading plan. 3. Finished slopes shall conform to Diamond Bar City Code Section 22.22.080-Grading. 12 PC RESO 2025-XX Packet Pg. 78 8.2.a 4. All easements and flood hazard areas shall be clearly identified on the grading plan. 5. The grading plan shall show the location of any retaining walls and the elevations of the top of wall/footing/retaining and the finished grade on both sides of the retaining wall. Construction details for retaining walls shall be shown on the grading plan. Calculations and details of retaining walls shall be submitted to the Building and Safety Division for review and approval. 6. Grading of the subject property shall be in accordance with the California Building Code, City Grading Ordinance, Hillside Management Ordinance and acceptable grading practices. 7. All slopes shall be seeded per landscape plan and/or fuel modification plan with native grasses or planted with ground cover, shrubs, and trees for erosion control upon completion of grading or some other alternative method of erosion control shall be completed to the satisfaction of the City Engineer and a permanent irrigation system shall be installed. 8. Prior to commencement of grading operations, a pre -construction meeting shall be held at the project site with the grading contractor, applicant, and city grading inspector at least 48 hours prior to work commencing. 9. Prior to issuance of building permits for the foundation of the residential structure, the applicant shall submit rough grade certifications by project soils and civil engineers and the as -graded geotechnical report to the Public Works Department for review and approval. Retaining wall permits may be issued without a rough grade certificate. 10. Prior to issuance of any project final inspections/certificate of occupancy, the applicant shall submit final grade certifications by project soils and civil engineers to the Public Works Department. III. APPLICANT SHALL CONTACT THE BUILDING AND SAFETY DIVISION, (909) 839-7020, FOR COMPLIANCE WITH THE FOLLOWING CONDITIONS: General Conditions: 1. Plans and construction shall conform to current State and Local Building Code (i.e., 2022 California Building Code series will apply) requirements and all other applicable construction codes, ordinances and regulations in effect at the time of plan check submittal. 2. Implementation of the CAL Green Code shall be reflected on the plans, and certification shall be by a third party as required by the Building Division. Specific water, waste, low VOC, and related conservation measures shall be 13 PC RESO 2025-XX Packet Pg. 79 8.2.a shown on plans. Construction shall conform to the current CAL Green Code. Plan Check — Items to be addressed prior to plan approval: 3. The minimum design load for wind in this area is 110 M.P.H. exposures "C" and the site is within seismic zone D or E. The applicant shall submit drawings and calculations prepared by a California State licensed Architect/Engineer with wet stamp and signature. 4. This project shall comply with the energy conservation requirements of the State of California Energy Commission. All lighting shall be high efficacy or equivalent per the current California Energy Code 119 and 150(k). 5. Indoor air quality shall be provided consistent with ASHRAE 62.2 as required per California Energy Code 150(o). 6. Public Works/Engineering Department is required to review and approve grading plans that clearly show all finish elevations, drainage, and retaining wall(s) locations. These plans shall be consistent with the site plan submitted to the Building and Safety Division. 7. The following statement shall be included on the plans: "Separate permits are required for retaining walls, fences over six feet in height, electric gates, and solar panels." 8. All balconies shall be designed for 1.5 times the live load for the area served per CBC Table 1607.1 and provide ventilation in the joist space per CBC 2304.12.2.6. 9. All easements shall be shown on the site plan. 10. Fire Department approval shall be required. Contact the Fire Department to check the fire zone for the location of your property. If this project is located in High Hazard Fire Zone, it shall meet requirements of the fire zone per CBC Chapter 7A. a. All unenclosed under -floor areas shall be constructed as exterior wall. b. All openings into the attic, floor and/or other enclosed areas shall be covered with corrosion -resistant wire mesh not less than 1/4 inch or more than 1/2 inch in any dimension except where such openings are equipped with sash or door. c. Eaves shall be protected. d. Exterior construction shall be one -hour or non-combustible. e. Fuel modification plans shall be approved through LA County Fire Fuel Modification Unit. f. LA County Fire shall approve plans for fire flow availability due to home being over 3600 sf as required per CFC Appendix B105.1. 14 PC RESO 2025-XX Packet Pg. 80 8.2.a 11. All retaining walls shall be separately submitted to the Building and Safety and Public Works/Engineering Departments for review and approval. 12. A soils report is required per CBC 1803 and all recommendations of the soils report shall be adhered to. 13. Slope setbacks shall be consistent with California Building Code Figure 1805.3.1 and California Residential Code R403.1.7. Foundations shall provide a minimum distance to daylight. 14. Light and ventilation shall comply with CBC 1203 and 1205. 15. Design for future electric vehicle charging shall be provided consistent with CAL Green 4.106.4. 16. New single-family dwellings shall have solar panels installed in conformance with CA Energy Code 150.1(c)14. 17. Solar panel battery storage equipment shall be approved by the Fire Department. 18. Design of the septic system shall have adequate percolation and be designed per CPC 722. Permit — Items required prior to building permit issuance: 19. Solid waste management of construction material shall incorporate recycling material collection per Diamond Bar City Code 8.16 of Title 8. The contractor shall complete all required forms and pay applicable deposits prior to permit. 20. Prior to building permit issuance, all school district fees shall be paid. Please obtain a form from the Building and Safety Division to take directly to the school district. 21. Submit grading plans clearly showing all finish elevations, drainage, and retaining wall locations. No building permits shall be issued prior to submitting a pad certification. 22. Prior to permit, notification of installation of a septic system shall be provided to the California State Water Board. 23. AQMD notification is required at least 10 days prior to any demolition. Proof of notification is required at permit issuance. 24. All workers on the job shall be covered by workers' compensation insurance under a licensed general contractor. Any changes to the contractor shall be updated on the building permit. 15 PC RESO 2025-XX Packet Pg. 81 8.2.a 25. The basement retaining wall must be separated from the house plans and separately permitted in order to certify the building pad before permit issuance of the house structure. Construction — Conditions required during construction: 26. Fire sprinklers are required for new single-family dwellings (CRC R313.2). Sprinklers shall be approved by LA County Fire Department prior to installation and shall be inspected at framing stage and finalization of construction. 27. Occupancy of the facilities shall not commence until all California Building Code and State Fire Marshal regulations have been met. The buildings shall be inspected for compliance prior to occupancy. 28. Every permit issued by the building official under the provisions of this Code shall expire and become null and void unless the work authorized by such permit is commenced within one year after permit issuance, and if a successful inspection has not been obtained from the building official within one -hundred - eighty (180) days from the date of permit issuance or the last successful inspection. A successful inspection shall mean a documented passed inspection by the city building inspector as outlined in Section 110.6. 29. All structures and property shall be maintained in a safe and clean manner during construction. The property shall be free of debris, trash, and weeds. 30. All equipment staging areas shall be maintained in an orderly manner and screened behind a minimum 6' high fence. 31. The project shall be protected by a construction fence to the satisfaction of the Building Official, and shall comply with the NPDES & BMP requirements (sand bags, etc.). All fencing shall be view obstructing with opaque surfaces. 32. The applicant shall contact Dig Alert and have underground utility locations marked by the utility companies prior to any excavation. Contact Dig Alert by dialing 811 or their website at www.digalert.org. 33. The applicant shall first request and secure approval from the City for any changes or deviations from approved plans prior to proceeding with any work in accordance with such changes or deviations. 34. All glazing in hazardous locations shall be labeled as safety glass. The labeling shall be visible for inspection. 35. Pursuant to California Residential Code (CRC) Section R315, carbon monoxide detectors are required in halls leading to sleeping rooms. 16 PC RESO 2025-XX Packet Pg. 82 8.2.a 36. Drainage patterns shall match the approved grading/drainage plan from the Public Works/Engineering Department. Surface water shall drain away from the building at a 2% minimum slope. The final as -built conditions shall match the grading/drainage plan or otherwise approved as -built grading/drainage plan. 37. Decks, roofs, and other flat surfaces shall slope at least 1 /4" /ft with approved and listed water proofing material. Guardrails shall be provided for these surfaces at least 42" minimum in height, 4" maximum spacing between rails, and capable of resisting at least 20 pounds per lineal foot of lateral load. 38. Special inspections and structural observation will be required in conformance with CBC 1704 to 1709. END 17 PC RESO 2025-XX Packet Pg. 83 8.2.b F ARBORIST NOTES TREE REPORT: Inventories List 2725 Clear Creek Lane Diamond Bar, CA 91765 By Johnny S. Tien Arbor MD Inc. Certified Arborist WE-11346A Office: (626)965-5888 1 ArborMD@yahoo.com 1 09/18/2023 (Updated 01/25/2024) Packet Pg. 84 8.2.b JOB LOCATION Site Address: 2725 Clear Creek Lane, Diamond Bar, CA 91765 County: Los Angeles Assessor Parcel Number: 8713-038-018 OBJECTIVE was retained by Ms. Diane Shi, as the certified arborist for the property located at 2725 Clear Creek Lane, Diamond Bar. On September 5, 2023, 1 met with Ms. Shi at the job site and discussed the city's notice and requirement. For this report, my job is to prepare an inventory on the existing trees and most importantly to document the trees' health condition. As part of my preparation for this report, I made a site visit to the property and noted the trees' specifications on 09/05/2023. Packet Pg. 85 8.2.b PROJECT LOCATION AND DESCRIPTION %f Pantera Elementary School 19 Recently viewed - Target 9 Offer available Ni Ni Bakery ®A10 10 California 19 Survival School Map /courtesy of Google Maps. IL "Id Ave Ota 2725 Clear Creek Lane is located east of S. Diamond Bar blvd. and south of Grand ave., inside "The Country" gated community. The property is currently a vacant lot, looks like it just recently performed weed abatement and some minor tree trimming. Packet Pg. 86 8.2.b t Z, Map courtesy of Google Maps. This aerial view has been illustrated to show the approximate location of each mature trees at the property. Packet Pg. 87 8.2.b Field Observation: Existing Protected Coast Live Oaks: Condition Code: A=Excellent, B=Good, C=Fair, D=Poor, E=Nearly Dead, F=Dead Tree # (Red) Species DBH (") Heights (`) Spread (`) Summary of Removal or condition Retain 1 Coast Live Oak 28 35 35 B Retain Quercus agrifolia 2 Coast Live Oak 33 40 35 B Retain Quercus agrifolia 3 Coast Live Oak 25 35 35 B Retain Quercus agrifolia 4 Coast Live Oak 26 33 30 A Retain Quercus agrifolia 5 Coast Live Oak 20 25 30 A Retain Quercus agrifolia Existing Mature Palm Trees: Tree # Species DBH (") Heights (`) Spread (`) Summary of Removal or (Blue) condition Retain 6 Mexican Fan Palm 17 20 N/A A Retain Washingtonia robusta 7 Mexican Fan Palm 17 30 N/A A Retain Washingtonia robusta 8 Mexican Fan Palm 17 30 N/A A Retain Washingtonia robusta As of 01/25/2024, ALL TREES remain in healthy condition. *The proposed project will not affect the current trees, therefore ALL TREES will be retained at its current location, no trees will be removed. Packet Pg. 88 8.2.b #1 California Live Oak (Quercus agrifolia) Characteristics: 28" DBH, 35' approx. height, 35" average spread, Symmetric form, Dominant crown. Health Matrix: Normal foliage density, New shoot growth, Normal wound defense, Good vigor class. #2 California Live Oak (Quercus agrifolia) Characteristics: 33" DBH, 40' approx. height, 35' average spread, Symmetric form, Co -Dominant crown. Health Matrix: Normal foliage density, New shoot growth, Normal wound defense, Good vigor class. #3 California Live Oak (Quercus agrifolia) Characteristics: 25" DBH, 35' approx. height, 35' average spread, Symmetric form, Dominant crown. Health Matrix: Normal foliage density, New shoot growth, Normal wound defense, Good vigor class. #4 California Live Oak (Quercus agrifolia) Characteristics: 26" DBH, 33' approx. height, 30' average spread, Symmetric form, Dominant crown. Health Matrix: Normal foliage density, New shoot growth, Normal wound defense, Good vigor class. #5 California Live Oak (Quercus agrifolia) Characteristics: 20" DBH, 25' approx. height, 30' average spread, Symmetric form, Dominant crown. Health Matrix: Normal foliage density, New shoot growth, Normal wound defense, Good vigor class. #6 Mexican Fan Palm (Washingtonia robusta) Characteristics: 17" DBH, 20' approx. height, Cylindrical shape. Health Matrix: Normal growth fronds. #7 Mexican Fan Palm (Washingtonia robusta) Characteristics: 17" DBH, 30' approx. height, Cylindrical shape. Health Matrix: Normal growth fronds. #6 Mexican Fan Palm (Washingtonia robusta) Characteristics: 17" DBH, 30' approx. height, Cylindrical shape. Health Matrix: Normal growth fronds. *The proposed project will not affect the current trees, therefore ALL TREES will be retained at its current location, no trees will be removed. APPENDIX A Photos Packet Pg. 89 Wj -Jy wr , 1. �� •yam �Cr �, i t r,•' �V i �. ? Gam_ 1 �� .� '� "' .+ �iF'� •},,s ' .. Air QL klE •Ll �4' !; '9 � � fI y{� �� �{�, � f'Llk'., - _ �'�• SAC ' �`. ' W r ,h � -tea; }`.v - • � .� �tA L :.�� ,��'3�--'#, � t .. � ` • 'r q. lw lot I . , t4, � - ., I -, f. � ' i !j � - �" �.4�r� • / ,� v .cam- r' I Yp. r l E- :� �, i:i `,r''.. {��' ��l 9R, } .iwl`I t..\ L1 �•� 17; A ; AM, op ir IVA lo ow 411pt [ '.+! .�'�yi��w pat r 5 /,���* i �` .. � Bs�•{Y} ~-.� - ..'~,T '+� ffAf +4 J f �� r •� P_C-Il K'_'r"r'• +�r �f _ � r• I:�,N 1�it�. �i'r. •.ti,1(•_ys'. L;�tt�,� 4��A�� R �• 1 :, ' n J• `����� fi �r'' .L .'► �. ��' ' ,. .. Al �•'.yiE�r� -'•' '_�. � �ia 3'�"'A,.f �� . ri+�A�it.:_'� �. _ ..',}R...d• !`� 't•r , r _ •r•, ... S y�yel �A� '•iY �.nT��iYrl�.9 ��n�). i Y .•'fiww f s r iJ' � tFti >•1 Fr 3 k �f "�'� F 4ri � 1 8.2.b ASSUMPTIONS AND LIMITING CONDITIONS: • Loss or alteration of any part of this report invalidates the entire report. • Possession of this report or a copy thereof does not imply right of publication or use for any purpose without the prior written consent of the consultant. • This report and any values expressed herein represent the opinion of the consultant, and the consultant's fee is in no way contingent upon the reporting of a stipulated result, a specified value, the occurrence of a subsequent event, nor upon any finding to be reported. • There is no warranty or guarantee, expressed or implied, that problems or deficiencies of the tree(s) or property in question may not arise in the future. • Arborists are tree specialists who use their education, knowledge, training, and experience to examine trees, recommend measures to enhance the beauty and health of trees, and attempt to reduce the risk of living near trees. It is highly recommended that you follow the arborist recommendations; however, you may choose to accept or disregard the recommendations and/or seek additional advice. • Arborists cannot detect every condition that could possibly lead to the structural failure of a tree. Trees are living organisms that fail in ways we do not fully understand. Conditions are often hidden within trees and below ground. Arborists cannot guarantee that a tree will be healthy or safe under all circumstances, or for a specific period of time. • Any recommendations and/or performed treatments (including, but not limited to, pruning or removal) of trees may involve considerations beyond the scope of the arborist's services, such as property boundaries, property ownership, site lines, disputes between neighbors, and any other related issues. Arborists cannot take such considerations into account unless complete and accurate information is disclosed to the arborist. An arborist can then be expected to consider and reasonably rely on the completeness and accuracy of the information provided. • I have no personal or prospective interest or bias with respect to the subject matter of this report or the parties involved. I have inspected the subject tree(s) and to the best of my knowledge and belief, all statements and information presented in the report are true and correct. • This report represents the opinion of the Arborist, any fee or compensation is in no way contingent upon the reporting of a stipulated result, the occurrence of a subsequent event, nor upon any finding to be reported. • The intent of this report was to provide as complete and unbiased an opinion as possible with regards to the current health and condition of the tree(s) addressed above. I further certify that I am a member in good standing of the International Society of Arboriculture (ISA) and Department of Pesticide Regulations (DPR) JOHNNY TIEN ISA Certified Arborist #WE-11346A DPR Qualified Applicator License #132992 Signed:Z-040V/I;Z(e-signature) Packet Pg. 99 8.2.b lip CMIFIED AR BOR I ST I 1� 1 The International Society of Arboriculture Hereby Announces That �dltlli� �' %tell Has Earned the Credential ISA Certified Arborist 9 By successfully meeting ISA Certified Arborist certification requirements through demonstrated attainment of relevant competencies as supported by the ISA Credentialing Council CnitIyn Pollihen CEO & Exccutive Ditcetur 23 Srplembet 2015 31 Dreember 2024 WEA 1146A Issuc Darr MIM 4" M.ar.o'k-"rr. rrwr A c c tt i o I T i o rrnw�+xn clnTmcA.wil 904v IV 1 l � iYlfl�l 11 I�.11 i1 LxpimtionDatc CcnilkalioriNLunba Packet Pg. 100 8.2.c CLEAR CREEK RESIDENCE PLANNING APPLICATION MOURA ARCHITECTURE archReclure.mm TEL CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND MR, CA 91155 COVER SHEET Packet Pg. 101 8.2.c rR- h6 L�MA11M r i f. 'o...N 1D' S 3 n W 4' r C 307,82 p «. 0 _LA "` 28q.0y I I k "s lll) w ugw�cmg.a L� I ®re�L�1twe.t,m 32" �iomi"m'a.....� ,. �1v�uM �xal,tiw b�Q � llI W f m CODESUMMARY CITY: DIAMOND BAR, COUNTY: COUNTY OF LOS ANGELES STATE: CALIFORNIA BUILDING CODE', 2019CBC ELECTRICAL CODE: MECHANICAL CODE: 2019 CEC 2019 CMC PLUMBING CODE: 2019 CPC ENERGY CODE: 2019 CBC FIRE CODE. 2019 CFC 2019 NFPA-13 WITH LOCAL AMENDMENTS ZONING CODES: DIAMOND BAR PLANNING AND ZONING COUNTYOFLOSANGELES STATE OF CALIFORNIA PARCEL ZONING: RR- RURAL RESIDENTIAL MINIMUM LOT AREA 1ACRE RESIDENTIAL DENSITY: 1 BED PER LOT TYPE OF CONSTRUCTION: TYPE V-B OCCUPANCY: HOUSE: R-3 OCC.♦ GARAGE: U OGG. FIRE PROTECTION: FULLY SPRINKLER, PER NFPA 13D VERY HIGH FIRE HAZARD SEVERITY: YES FRONTYARD 3M. REARYARD 25'-0" SIDESYARD 160R 10', AND A TOTAL OF 25' FROM ADJACENT HOUSE LOT COVERAGE: 30% PROJECT DESCRIPTION SHEET INDEX PROJECT DESCRIPTION: NEW 2 STORIES SINGLE FAMILY DWELLING, 4 BEDROOMS, 4.5 BATHROOMS, AND ATTACHED GARAGE AT BASEMENT LEVEL. SITE INFORMATION DRAWING NUMBER PROJECTADDRESS: 2725 CLEAR CREEK LANE, DIAMOND BAR, CA 91765 ASSESSOR PARCEL NUMBER: 8713-038-018 TRACT: W577 LOT: 80 MAP BOOK: 798 I PAGES 51 TO A GROSS SITE AREA 46,508gft=1.07acres NETSITEAREA 42,841sgN =0.98— (E)USE: VACANTLAND LEGAL DESCRIPTION: LOT BO OF TRACT 305T7, IN UNINCORPORATED TERRITORY, COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 796 PAGES 51 TO", OF MAPS, IN THE COUNTY RECORDER OFFICE OF SAID COUNTY. ARCHITEC A000 Aggf SURVEY T-1 CIVIL C-1 S,1 ARCHITEC A031 ARCHITEC A111 A100 A110 gRGHITED A200 PROJECT INFORMATION A201 A203 A202 PROPOSED USE: SINGLE FAMILY DWELLING (N) BUILDING HEIGHT: 35'-0. (N) NUMBER OF STORIES: 2+BASEMENT PROPOSED PARKING CALCULATIONS: 3 COVERED SPACES (IN ATTACHED GARAGE PROPOSED LOT COVERAGE: 3,696sf HOUSE* 882sf PATIO COVERED AREAS t 479 ENTRY COVERED PORCH =4,4250 4,425sf TOTAL COVERAGE 146,508 sq ft LOT AREA =10%< 30% MAX ALLOWED MAUL ALLOWED LOT COVERAGE: 46,508sgR(GROSS LOT AREA) X30%=13,%2 M(MAX GROS LOT COVERAGE ALLOWED) 42,841 sq ft(NET LOT AREA) x3D%=12,852 sf(MAX NET LOT COVERAGE ALLOWED) ARCHITEC A300 A301 A302 ARCHITEC A410 mil mm mm A401 ARCHITEC THE MAXIMUM STRUCTURE HEIGHT SHALL BE 35 FEET AS MEASURED FROM FINISHED AREA CALCULATION PER CDC HOUSE AREA CALCULATION: GRADE AT THE FRONT SETBACK, EXTENDING TOWARDS THE REAR OF THE PARCEL. THE SCAR GARAGE: 719 SF MAXIMUM HEIGHT AT THE SIDE SETBACK SHALL BE 25 FEET EXTENDING UP TO THE CENTER OF THE LOT AT A 45 DEGREE ANGLE TO A MAXIMUM HEIGHT OF 35 FEET AS MEASURED 71LIVING AREA FROM FINISHED GRADE, GROUND LEVEL: 3,100 SF PARKING UPPER LEVEL: 2934 SF gists TOTAL LIVING AREA: 6,034 SF PARKING REQUIREMENTS '2CAR GARAGE, ADDITIONAL GUEST PARKING MIGHT BE syxsr TOTAL LIV.♦GAR: 6,7535E REQUIRED lust COVERED SPACES: M'XIU UNCOVERED: 19'X9' ,.axsF EXTERIOR COVERED AREA ENTRY PORCH: 43 SF COVERED PATIO: 832 SF COVERED BALCONY: 133 SF TOTAL EXT. AREA: 1,008 SF TOTAL AREA: 7,7615E VICINITY MAP PROJECT TEAM OWNER: DAN SHI AND WET HUANG PO BOX 373, SIERRA MADRE, CA 91025 ARCHITECT: MOURAARCHITECTURE ARCHITECT: RICARDO MOURA 5236 YARMOUTH AVE, #113 ENCINO,CA91316 TEL: 3103090102 EMAIL: moure�mourearchBacWre.mm SURVEY. GEOTECNNICAL. B CIVIL: C& NO ENGINEERING, INC 576 E. LAMBERT ROAD, BREA, CALIFORNIA B2821 TEL: 7146711090 LANDSCAPE BEAUTIFUL GARDENS IA KATHERINE KARGES TEL: 3105020058 EMAIL WIXAifulgar0ensls@gmail Packet Pg. 102 TOPOGRAPHIC MAP c,m 3x) ) nmeasc oz.,o, oz>,z, ,ono , cocoa fw,.am waa. ,, wm�,> carom, can» ,e,m °c>em 8 00AK TREE 23 HIGH ,�•.a, ww-» w>s. � —. ,tea , ,� urorax TO REMAIN (OFF 4THI TO OAK TREE, 40'HIGH 0oaxl ) nw>zx) cm.n co�.z, co, e„ m.., ,+,ce) caaam cwsm carom, cm 9669e a, c,s.A. TO REMAIN (OFF -SITE) 1T0OAK TREE, ]]'HIGH TO REMAIN (OFFSITE) wm.s> B" 00AKTREE, 13'HIGH TO REMAIN I 0OAK TREE, 35'HIGX TO coo w.l c,oz, rn c,o,cov, c,mo ay Ions) c»,.., ,a l w TO REMAIN _ lw ») cvm,.l 25"O OAK TREE, 35-HIGH25"00AK TREE, HIGH +aH ,n. ,•n. x• TOREIAIN <, ^��� ((( a no» , • . cap. c,o,s, co.s ) ,00 ) nwo.) aa..,) °va=, _ + Oa1No uNv[ axzi'ti�i�a.a _ ° •m. am uNv[Rrt® *Alcow -�f --F- _ __ ---- -- I on ev ) cm..o c,o ua) t�oaasv c�mam ®+sin cm.w) �� a=.�+ - w cou 1i�'z wus as cwa •A...a�,� ' �� ,e, o �., ea coma ,waa) w„m a,,, .,, N. Y1. »Ys-3tin° roNm) I•+ • w "lI� �no ce) as)o uv�irt as) ix�x. ix�irt Ma"e„aa 9z, wvrrtt R m;o- oat„ Y 5'HIGH CHAIN LINK FENCE FORw' z,s„g caex a a) ws,. a PROTECTION OF "PROTECTED TREES DURING CONSTRUCTION F"-z}',�a)y°,'I / oa,:.,l , Dm..,) nmaen wa, xa laaaan :9 om ca ,oI •� � ,a " Ixzr n wxzrl °va.», az,, gn,e „s. I � 1) w>•,w» / THIGH CHAINLINK FOR TINo ) PROTECTIOOF PROTECTED • TREEG DURING LONSTRULTpN uaosvrt fain >an wows °c•.«col •z• i � { �wnus � L ..... cos as vm» vs. a ca a..n) ro.sAa) wean a».w, ww.rn cm, ze, ins 16 0 OAK TREE, 26nHIGH� +v ss 26B OAK TREE, 39' HIGH roo ce,ax, y TO REMAIN TO REMAIN ."aoal cwx�n mva wmm n.an, oa.,) ros sa Iv.eva, Iw«m I�.m'm oae,l roa�.m) ro..xm fa,..e.) camp„ cmvn, cm.m) m,•.») f.,.,n � cw.. c I SURVIYOR'S NOTES: I. ALL INFORMATION SHOWN ON THE DRAWINGS IS GIVEN AS THE BEST PRESENT KNOWLEDGE AND PERFORMED w GENERALLY ACCEPTED ENGINEERING PRACTICE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE ACTUAL CONDNI CONFLICT WITH THE DRAWINGS, THEY SHALL BE REPORTED TO THE ENGINEER SO THAT THE PROPER REVISIONS MAY BE MADE. NOT BE INTERPRETED AS PRECISE GROUND CONDITONS, ONLY AN INFINITE NUMBER OF FIELD MEASUREMENTS WOULD REPRESENT SUCH PRECISE CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. THE NUMBER OF SUCH RELU MEASUREMENTS PRE THEREFORE LIMITED TO THE SCOPE AND INTENT OF THE RESULTING MAP. 3, THE BEARINGS/DIMENSIONS OF THE MAP IS PREPARED BASED ON THE RECORD DATA 4. THE SURVEY IS PREPARED FOR ARCHITECTURAL/IANDSCAPING PURPOSE. 5. EASEMENT INFORMATION IS NOT FULLY SHOWN IN THIS MAP. EXACT DETAILS REGWDING EASEMENT LOCATIONS SHOULD BE PROVIDED BY THE OWNER(5). ~Qm �a ABBREVIATIONS/LEGEND: AW O CAN CABLE T.V. PULLBOX m C/B CATCH BASIN o 0 CBW/RW CONC. BLOCK/RETAINING WALL —~- 1 o C&G CURB AND GUTTER W^ p W I CF CHAIN LINK FENCE r�-1 m n d"OTREE30' , DWY DRIVEWAY i HIGHTOREMMN D/A DRIVEWAY APPROACH IOFF-SITE) EX EXISTING 11"0 PALM TREE, FF FINISH FLOOR �� m 30' HIGH, TO REMAIN FS FINISHED SURFACE I" ( PALM REMAINO TTREE, FL FLOW LINE 20' XGH, 11 0PALM TREE, GM GAS METER 30' HIGH, TO REMAIN RELEASED I/F IRON FENCE HP HIGH POINT PP POWER POLE P/L PROPERTY LINE RW RETAINING WALL S/W SIDEWALK Em S/D STORM DRAIN REVISIONS TC TOP OF CURB W/M WATER METER WF WOODEN FENCE (D STORM DRAIN MANHOLE Q SEWER MANHOLE (D WATER VALVE DQ FDIC / FIRE DEFT. CONNECTION FIRE HYDRANT O EDISION PULL BOX O STREET LIGHT PULL BOX ❑T TRAFFIC SIGNAL PULL BOX ❑U UTILITY PULL VOX 0 TV CABLE PULL BOX H V HIGH VOLTAGE BOX n TELEPHONE PULL BOX Ell SEPTIC TANK (53200) EXISTING ELEVATION 532.00' (532) EXISTING CONTOUR LINE -W--W- WATER LINE S S SEWER LINE o STREET LIGHT o� WF/ WOOD FENCE OR IF/ IRON FENCE CF/ CHAIN LINK FENCE ® EXISTING TREE ® CONIC. BLOCK WALL/ RETAINING WALL ® WOOD POST Z C ® IRON POST Q J ® DRAIN HOLE F Y Q ® VENT ,. ,. _/, Q y U m U d W U o y E arx ° x N 2a [m 4 (L C4 O IH/JS LEGAL DESCRIPTION: BENCHMARK: LOT W OF TRACT 30511 . IN UNINCORPORATED TERRITORY, COUNTY OF LOS ANGELES. STATE OF COUNTY BENCHMARK FG4529 04-15-2024 CAIIFORNA, AS PER MAP RECORDED IN BOOK 798. PAGES 51 TO 64. OF MAPS. IN THE COUNTY RECORDER OFDCE OF SAID COUNTY. ME TAG BBT93 IN W CB DIAMOND BAR BLVD 1.VT N/0 MR O SW MR MORNING CYN DR w 21-022-038 APN: 8713-038-018 ELEVATON: 782.333' BASIS BEARING: �2 CENTERLIU NE OF CLEAR CREEK UN N 00'20'04' W PER 1RACT NO 30571 M.B. 198-51-84 T-1 SHEET I OF 1 SHT. Packet Pg. 103 ff PRELIMINARY GRADING PLAN 11 l/ I / / ---- R _ l %//; y(3a: �oAa /..✓^u's2h , 0 7 --- - I' FL 90 ]] Imo/ nn N / I (OP 907.13) 90J 33 Y��M V�ll U ,(Bet.t4) ,,pyyy �aT/ � �.. % T9-Sa /Jz1 1 1 / l / /_ / I, �' ur LTv ) pppp (969. II=3/////// // / // - �1(9 YN q36 I I i l i i / I I I l / 241m ) I orn-Ion. 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GARAGE / I \ M 6�1 I I l l l 1 1 1 1 1 1 1 I I l I 1 1 1 A l 3 3 TV 21.01 FIRST BOOR 11) I/ l lV! 9 3.Oi / l r l I l l l l 1 1 1 1 1 1 I I 1 1 1 1 1 3 .9 FG9 a PAD 9=922.33 FF=911.90 �g2 5; 1 _ .41 — - \ 922.24) FA92 3 - \ / 1 l l l F{919.82 F 23.6 6 F .33 - Y S (9 0 1 6 - -- a 9�58) w Tao ' / // I I I I I I I 1 I I I W(9 68)-- . Y ,/ l � G \ 1\ 92 2 ) ' �9 898.92 489641) H/ / E- I I(9 TW9t9 a 3 / - - - - - --- A)1 I I 922 3) _ FC915 Ba 3.501 I / / I ' a ii 1IiI6I/ mJ 11laa' Wa),Q9f.Ja6� j 12I 9a9e9/es/ rt____ ----�- (B- e9J1925x)_94 ji'T1/ / 9T.20) �rll lrr l-{�I x 11 G) I i i I i m( � -- 9 � i i rr i I i � r� r / / 5. 1 �z)/ // / l 1 I I I [IINITPoA91`W 1i�93 faze /a i � 9i 9. ✓A iH 3{5 0i I 1 I l i EDGE OF A 1 i I1(X2, T-) G91 ! I I I I I/ /m C a -�_--- PAVEMENT ) / 956A9 : (19 / x� - / // /!/ /�--9ss laf / l r I I I I �,J1.� w l I.6'k Ih.m f1r / �`// F 9 9�0�1 a ---- W--------- aJ9) I //�� 13 9 8 93 F _ 6.0 l 4) I / I / 1 N°da¢�O�dR9915 tom) C. 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(6 )I 1 U V EL � - _ T _ y_i __rr �Y .=f.�6ve^7 ' r (e z.os) 1 C) Q ,--v(945.11)/� 9 W Y / �tLPD� / 8-- __--_ � 892-34) a' `S9'aa ' 1 3 0 . ` sso. s - _ �i v°,`� Y- / l I )Q CO 1 I _ 0 Zi Z I IT �II 11 , l I I I / 1 Il. 2�e9 Sao 0 I /t0 {OAx/ I / / / l l ,,, i T , A('g T.eY) / / "-1 398T �e9166) ll W -- / / i i / pa9n ao I �DRP uNE/ r r / 9��/'/ ' ,( gr>39a: �) // i / i 1 / 1 I I / l l9l \922,' 2) I\ I l l l 41Sh �0 2) r // ---_ 1 O N 1 1 11. 11 1 1 l i i/ i / �' ,, i / i l l i/ /// / 1 1 1 1 1 1 l 11 1 11 r l I I! i /'i' I l as l l I �' l l _ ��--- _ a• r NOTES: t EXISTING RETAINING WALL TO BE REMOVED 2 EXISTING TREE TO BE REMOVED PROJECT INFORMATION: REMAIN 4 EXISTING FENCE RETAINING REMAIN O - - APNb: 8713-MB-018'05PROPOSED ZONE: RR (RURAL RESIDENTIAL) PROPOSED PROPOSED CATCH BASIN ��21-022-038 LOT SIZE : 1.07 ACRES (46,508 S.F.) J PROPOSED RETAINING WALL G - PROPOSED DRIVEWAY DISTURBED AREA: 0.40E ACRE (17,775 S.F.) UIIEeroPoY11E Service Alert AN[: 1 O IMPERVIOUS AREA: 0.183 ACRE (J'9J1 S.F.) BENCHMARK PROPOSED AREA GRAIN PROJECT DESCRIP11gJ: NEW SINGLE-FAMILY HOUSE COUNTY BENCHMARK FG4529 t0 PROPOSED DRAINAGE PIPE e Call: TOLL FREE(DI RCE TAG d8)93 IN W CB DIAMOND BAR BLVD 1.SFi N/0 BCR ®SW COR MORNING OR PROPOSED (STING ATON TRENCH (CHAMBER)EARTHWORK QUANTITIES: ELEVARON: 782,333' ©PROPOS EXISTING RETAINING WALL HIGH TO3.5'H FILL 13J CY ® PROPOSEDFENCEE GUTTER EXPORT 496 CTRAL/...Nl- 1E.W. nous .- s D noN(s). IF AFvucAeL[. 1© PROPOSED RIPRAP SHEET t OF 2 $HT. 0101-1L9 (VLL) :XV3 O9O1-1L9 (>1L) :131 LZSZ6 VO 'V388 'OVOM A3SWV1 '3 4L9 V0 `21V8 4NOWV14 �bG7@7b�n�G70O a Goa 7b 7Co7G(� �qp 3Ntll A3321O 21V310 SZLZ N NOIlHOO11O3rO:jcj W N I a 9 9 < as 8 U '�-^ 3 a o Z Do pia F���h00000 00 Z �QQQ© z _w02 p_oo= m 0 a o a= a C Packet Pg. SLOPE DENSITY ANALYSIS _ no..11 a.,. ��� no m ,no=am a=ovv.an ,wm® nm=.• aa.am 4 =1 u vi n a - n�=.=m n=s• n.va := ELEVATON OF LENGTH OF ELEVATION OF LENGTH OF TOUR(FELT) CONTOUR(FELT) CONTOUR(FEET) CONTOUR(FEET) 173,14 1 V ya ) 4R5 1112 � O J 69 II � 11, ,� w � l4 r5 �i Q �a=� � 91< 4 `� yab In oe re n 1 � �� =A w .. . � 91L l )l J ] ]N 2 12 UIS IT U 4? RELEASED 'I �I^ 1 6l 1 1511� OI II 9, � `; l92 1 D1I / �1 ,741 )M (0 REVISIONS J94 911 1 116 L )AL1 929 _ 1T6.JJ TLIIs65!I .1:24 LOOT L49.4Y 3_= 111 I. (L LI135 ,� J450 LL04 LJ 61 4 l 61 1113 I 1 "N 31 '14 CCfi L W iv. a e6 V1F LtI_ Y�. ,i Ins n cJ ICCS I 1 r 10 I11 119.01 L2..n9 ' - ;r�i 1,zne m_1 uLro ,;w n 94,2 1 :: s3 10IC45 pj i11:.1 I 1 = 1nr_ A u.. 91i J14,)0 LO_'. E9.40 149 S, 11 5,1° IOcO =O5 )N ]�n0 TIN Isl —4C.22 )i^",i Intl �i k0 Z C BID m 3N mot' ICa +_ J CO 77 21, 9ft=L, 11 l 0 .�4 Do0 SURE 0 C NOTES LEGAL DESCRIPTION E AVERAGE SLOPE �a< TOTAL LENGTH r ,115 U C 1 LOT 80 OF TRACT 305JJ IN THE C.— OF LOS ANGELES STATE OF COUNTY BENCHMARK 1G4529 AREA (A): 45508 S.F (1.068 ACRES)E-Nw (..% GUARANTEE OF AND E ACCURACY.D WIN. WHERE LACTUALE CONDITIONS E CONFLICT WITH E THE TDRAWINGS, INCLUSIVE OF MAPS, MNP EECCOUNTY ORDED IRECO DER N BOOK 9OFFCE OF SAID 64 RCE T CONTOUR NTERVAL (): 1 FOOT Q N @ AG /BJ93 IN W CB GIAMON'0 BAR BLVO 1.5FT N/O BCR SUMMATION OF LENGTH OF ALL CONTOURS (L): 17739.50 FEET THEY SHALL BE REPORTED TO THE ENGINEER 80 THAT THE PROPER REVISIONS MAY BE COUNtt. ®SW COR MORNING CYN OR 0 MADE, APN: 8713-038-018 ELEVATION: J82333' (NAVD 1988) AVERAGE SLOPE: 0002296 (I % L) / A d N 2. ESTABLISHMENT OF CONTOUR: CONTOURING IS THE GRAPHICAL REPREEENTATON OF 0002296 (1 X 1JJ39.5CU / 1068 IR CONSTANT ELEVATION LINES THAT ARE INTERPOINTED OR EXTRAPOLATED BETWEEN ACTUAL PROPERTY SIZE: 46.508 BE = 38.14% RC FIELD MEASURED ELEVATIONS OR MAP ELEVATIONS, AND SHOULD NOT BE INTERPRETED AS cKm. PRECISE GROUND CONDITIONS. ONLY AN INFINITE NUMBER OF FIELD MEASUREMENTS MIT WOULD REPRESENT SUCH PRECISE CONDITIONS, WHICH OBVIOUSLY ARE NOT POSSIBLE. BASIS OF BEARING: e 10-25-2023 THE NUMBER OF SUCH FIELD MEASUREMENTS ARE THEREFORE LIMED TO THE SCOPE AND INTENT OF THE RESULTING MAP, CENTERLINE OF CLEAR CREEK ON N 00'20'04' W �PER TRACT NO 305JJ M.B. J98-51-643. THE BEARINGS/DIMENSIONS OF THE MAP IS PREPARED BFSED ON THE RECORD DATA. 4. THE SURVEY IS PREPARED FOR ARCHITECTURAL/LANDSCAPING PURPOSE. 0�2 WEaa o.r 5. EASEMENT INFORMATION IS NOT FULLY SHOWN IN THIS MAP, EXACT DETAILS REGARDING EASEMENT LOCATIONS SHOULD BE PROVIDED BY THE OWNER(S). ) SHEET 1 OF 1 SHY. 8.2.c I Ti PROPOSED LOTCOVERAGE: 3,496sf HOUSE, 882sf PATIO COVERED AREAS t 41sf ENTRY COVERED PORCH=4,425sf 4,425sf TOTALCOVERAGE I46,508sgfl LOTAREA=10%0D%MkXALLOWED MM. ALLOWED LOT COVERAGE: 46,508 sq n (GROSS LOT ARM) x 30%=13,%2 sf (MAX GROG LOT COVERAGE ALLOWED) 42,841 sq R (NET LOT AREA) x 30%=12,852 sf (MAX NET LOT COVERAGE ALLOWED) LOT COVERAGE PLAN 4 :is.vac ae ui AREA CALCULATION PER CBC ROUSE AREA CALCULATION: 3.CARGARAGE: 719 SF �arw•aitt�� axuce.uacc nest �_________________� near LIVING AREA: GROUND LEVEL: 3,100 SF UPPER LEVEL' 29345E I LE EL TOTAL LIVING AREA: 6,034 SF TOTAL LIV. GAR.: 6,753SF %IERIOR eaz s.r. ECOVERED AREA ENTRY PORCH: 43 SF COVERED PATIO: 832 IF COVERED BALCONY33 1SF TOTAL EXT. AREA: 1,008 SF a TOTAL AREA: 7,761 SF >u a UPPER LEVEL°A;p $ GROUND LEVEL 2 LOWER LEVEL 5 1 MOURA ARCHITECTURE r rchiieclure.com � urt[ CmnfMAnOkx st�a CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND BAR, CA 91785 AREA E CALCULATIONS A031 Packet Pg. 107 8.2.c 27115 CLEAR CREEK LN PROTiC/TEDTREi#1 G G� 7D S-E.E�- PROTECTEDTREE#3 PROTECTED 25 OAK 28'OAK owx J 35. HIGH — �>'3SHIGH 26 ll'/ , 30 I EAREMBIT �p GRAN. INP C—, DGENT 81DEY H 4-- - — — — — — — N_HIGH -EL T FIFIARI—E PLANTER n. T. ------- -DTGGm FOR PLANTING INGLE FAMILY 2725 CLEAN CR EEK LN PBowDYAY SEE LANDSCAPES2 STORIES - BASEMENT DWELLING H.LE DRAWINGS, SHE L-28 ILY .N. NEAR NIf x NNli H IETAHNI I N ILL! —ENG6. I L.—ED ------ HA —R RANLES J. " IIAT HIGH D 'A FR.. W—­ Jol FT[l —1.QQ FFM NI --E I LAI.CAIE GNT—IMANDIRRANT.H. "E.. ----------- - I I ZZE =IN -- -------- - — ------------ — — — — — — — — — — I SIDEYAND' HIGH -N'NING —.S 9 "P.P. I LGNE ENTY LINE PROTECTED TREE $4 PROTECTED TREE N�S PIR 28'- OAK OAK 25' HIGH STHIGH 25' - r, Y - r Ir 3 -------------- z 39CI-EARCREMLN I Packet Pg. 108 1 8.2.c i ---- II i ------------- - '/PROTECTEDTREEO3•'' �, PR% �D TR ' ' OTECTEEE p9 �' j' j IB'OAK/ Ii I' � /' 1 1 GT AROTECTED36' XREE _ ___ _ ____ 3AKV _ NIHON' ,+' SIDEWALK I i i i evParNm NIL RH ,j i I g r _ T , IN .---- MASH DUMPSTER I'i I i' LOCATION DURING; CONBTRUCTION __ --_ mmo RETAINING I� STREET PAVEMENT \ '\ WALL '\ EDGE , /1I ffl 1 STREETEASEMENT $ ' ' `'III U 'i LINE ,I h 1 I i i l i I soxH------------- (E)r HRw I I I \I`\ li iI I� 'L `V 1 ' i�DEMO PORTNTN OF WM \ 1 E)S'HIRW \\III ' RETAINING WALL W `qy it/, i , i , aw _________ __� IU i'IE16'i X RW i I ' 1 `tea 1 , , �1 EXISTING 3'H"COUNTY FENCE" TO REMAIN IN PLACE I I I , / , -- -------------H------------------ji aM`P- i i IIEI B'�H RW i , i ., ____ -__-____- -- T ^,/�I � OF RETAINING ___ - FOR 3'.6"AT FRONT' _________________ - — - SETBACK, OR {I -_ _-_-__ _ __ PROTECTEDTR=38"OAKEEW TREE X� _ �i' -'}T' -'Y ig'A"ELSEWERE, IEI S'H RW PROTECTED EE OB _S- '_Y', MAX HEIGHT. SEE I 30"OAK - 33'XIGX, - "="�% .-'j )/ /'WALL ELEVATIONS 38' HIGH / \ - I ii L--_ _ --_ ___ xIE1RW: __ _ --_ _ -_ eal-m. TRUE N NORTH / $ - _ -__ _- s ' /, %I FgoP6g,Y,lg6 SITE PLAN -DEMO Packet Pg. 109 8.2.c LEGEND -- --------- ----------------IE -------------------- IEI lR7FCTE A DTREEN/ TiIRGTECTEGI!Uil!� 25 J3 J, --E PROTECTED 32--r TNP TOPOFxOOFPAMAPEr � --E.-I.P.—NOT. 77 EL 71, , `7' 4 ------------- IT, ------------------ - t `7 7 FINISH LEGEND SITE PLAN TYPE I I D.- -NT. . . ------------ 1 ---1 — 1 Q 1—DIAL, %N ER�LE $Y,$,El, $TAN-S x IJ - 7 Cl, .IGX1 .N—CEMENT -. —------------- — --- D ENC.. ---_-- --------- MpLi— ITAN.— NA,CF—, -N- D COLOR 1, PUNTE. o.z —E—AND LMxrex 'w - ------------------- .1 11 FINE—D—C ---------------- .IRI�IMEO E C*.FNT­ 'I L111T IRF� NIP —E 'E, �vr I y —N. UGHT FIXTURE LEGEND ------------ -------------- LD— ON .—I --- --- N, NO— I�Isuu 'RE--EO'.MN=C 'Ma. ON --------- j 4" -7 ------- ------------ ---- t N)—HKH T.N ------------ ------- I' aly ------ ------- Xx.xwLL T9, ------------- KEYNOTES ---------- 2� NNN .......... ------------ - - ---------- -IccmLL.j I --- ---------------------------------- -J ------------------- --------_____________ !E SUES. IT, IL T.—L To 1 -- ----------------- ------------------ "IE < 2 —T— IN— -------------- ------------------ -- NOTES ON ,Z TRUE NORTH N ,FROM - ----- -4 -7 7 --17 ----------- PnoPErsrrrunEJ SITE PLAN Packet Pg. 110 8.2.c III=1I =1 I I I I 1=1 I. —I I— `tt-111=tlt=tt l — STAIRSiiT 6TORAGE'� � �� �� �� �� �� �� ----------------- j 771 - GARAGE____ SOLARINVERTER,PANEL AND HOUSE BATTERIES 21'-2- 19 a I I SWING GATE DRIVEWAY I Fsmrr _ uP it I l - i Ift i I� 0 -E I , i _ WNEWAY r i i i c v l I I BACKOUT GPACEi � II I l l ( I I III,, (N)RETAINING WALL I I I I I I I I I I I 1 I I 1 AAA I % i LEGEND RM NAME aaaN xro ® ooax xuuazx Ow11uaWXuxBER NFwOaaR, EEEaaR5CIE0uE wNLTRG, sEEwuLStxEWLFallooE*NIIS Q allNcnamEosxoxeoETECTo6 OFwmue.-F EILKII TFo®wcrxMIKR oo, MOURA ARCHITECTURE archk.du e.mm � u CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND BAR, CA 91765 3/ 3 �SSnFoan�wswxxo.Fs l/ I I I I TRUE O6nwincnn: x.x NORTH N LEVELED FLOOR PLAN LOWER LEVEL s"ITN/°� 3116'=T-0' A /00 Packet Pg. ill LEGEND RM NAME aaaN xro ® ooax xuuazx Ow11uaWXuxBER NFwOaaR, EEEaaR5CIE0uE wNLTRG, sEEwuLStxEWLFallooE*NIIS Q allNcnamEosxoxeoETECTo6 OFwmue.-F EILKII TFo®wcrxMIKR oo, MOURA ARCHITECTURE archk.du e.mm � u CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND BAR, CA 91765 3/ 3 �SSnFoan�wswxxo.Fs l/ I I I I TRUE O6nwincnn: x.x NORTH N LEVELED FLOOR PLAN LOWER LEVEL s"ITN/°� 3116'=T-0' A /00 Packet Pg. ill 8.2.c __ :CLOSET BACK ENTRY 1ri PNTR REFI 11'-0" FRE CEILING CEIR ING KITCHEN -N HEIGHT B' T T HEIGHT CHEFS KIT. Ll I 41 ' D.INING LAVING i au s E � U® BATH pY{,- - POWDER sa sf_ DECK ------------- __ - BEDROOM%2 IIVII - WIC42 STORAGE S — --- — -- — a = ss sf T sr sf _ ............. m y " i ATH p1 --- - ---- ---------------- BEDROOM YI DECK alssf CEILING WIG HEIGHT I LEGEND RM NAME 0 000aruNa[a OwlxppwxNUEFA N ppox,sE£ppoxK—LE wuLrns,smweuuxmu[nxoomus O tEluxGMouutmsuartttTEt*w OcEwrKuouutmcnxsoxuplonoEsred[o[rtcr Oorwnfox, tEwxcxwxn:o®socfw, mx.aE000x TRUE NORTH N GROUNDLEVEL 3116"=1W Packet Pg. 112 LEGEND RM NAME MwooOoxusEEoOORscHOIUE . . ......... LAUNDRY Fo7o ROOF ROOF UPPER LEVEL 1864 SF ------------- LOFT 23-4- CEIUNG, RuGHT' NT T H C#3'\' ffl "7 VENT —ED WIDOW F-A ROOF ------------------------------------------------------- - ------- MASTER CLOSET 117777" MASTER /+-- < Mzoa THRC.M -_--- - -- MASTER BEDROOM \ i ON CEILING HEIGHT ToRRuTE I H N —UNIT .......... UPPERLEVEL 3116- l'-O' MOURA ARCHITECTURE CERT—ON CLEAR CREEK RESIDENCE 2T25 CLEAR CREEK LANE DIAMOND MR, CA 91765 SECOND FLOOR PLAN A202 Packet Pg. 113 8.2.c LEGEND TIE Feel r� ®® 1 ------------- x fi i ROOF CLASS A, COOL ROOF MEMBRANE N� M PHOTOVOLTAIC SOLAR PANELS AREAM. 'i 1 j 1 Y 1 ® yX , TRUE NORTH N ROOF N16. =1'-D. MOURA ARCHITECTURE archReclure.mm TEL � �Lu CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND BAR, CA 91765 ROOF PLAN A203 Packet Pg. 114 8.2.c 35' MAX BUILDING ENVELOPE HEIGHT (E) RETAINING WALL LOFT ROOF 1 — — —_(E) RETAINING WALL — - - - -I_II `ll — — — — —� 7. (N) RETAINING WALL — — — — — — DINING LIVING -I -I -I -I -I -II ---------------- IIII IIIII I- I- I-_-I-I1 II-� =_ 1 \ LINE OFEXISTINGGRADE I- - I -I- 1 1 1 1 GARAGE I I I I IT -I 11 I 1I I I I I I �-I--111 ---- -�-1=I_-I_--1-=1-1-1-_ 1-1 ROOF (E) RETAINING WALL y I MASTER ' � MASTER a BATHROOM k BEDROOM 35' MAX BUILDING ENVELOPE HEIGHT — — , (E) RETAINING WALL — I -I- — — N (N) RETAINING WALL BEDROOM .1 -I-I- I-I- - — — — — — LINE OF EXISTING GRADE -I -I -I -I- - - - -I-I - - - - - 7= (E) RETAINING 1 1I =1 l IF F F =1=1 1=1 =1 =11 11=11=1 111 ICI 1 -I =11= - I- (N)RETA NINGI I 1 17 _-I I �1 �1I I I-1I-I -I -I - I -II I- =11 =1=1 =1= -I II II -II -II II II-11=1I -11 II=1 -II-I I I I-I�11-I =11 I I I1-I II -II II -I- I 1=II=1-I=1 I-1=I-I-I -I I =11II II -II II II -II I I I- I II=11=1 II=11- I I -I - I -I -I-II =1 =I I -I I -I II- TITI- - =11=1 =1'=H1 l = =H-I - IF IF I 1= 1=11=1=1=1=I-- -I-I-1 -1 -1 =11=11 11 11 11 11 II=11= 1- 1 11 11 1 II=11=1 =1=1=1 =1=11=1 =1=11=11=11=11=11=11=II=1=11= =11=11=1=1=1=1=1=1=1-I -I =1 11=11=11 11 11 119 -11- 1=11 11 1=1=11=1= - TITI -1= =11=1 =1 11=1 =-11=11=II-II=1= - =11=1=1=1 I=1=1=I=1 =1 =1 =I' II_ 11 11 11 11 II-11= 1= 1 11 11 1 11=11=1 - I=1=1 I=1=II II=1=11 1= 1=II-1=1=I-I=1=1 I I I =1 -II 1111II11II=11=1 I 1=11111=1=II=11- =1-1= 1=1-11-1 =11-11-1-11-11-11=11-II-1 1= 1-11-1=1=1=1=1= - -I_-1 -1 - -11 11-11 11-11-11-11 - 1-11-11=1 11-11-1=I III .I1 11=1III SECTION C-B s2 SECTION C-A s„���. 1 MOURA ARCHITECTURE architecWre.can . ? - CLEAR CREEK RESIDENCE 2725 CLEARCREEKUNE DIAMOND BAR, CA 91755 SECTIONS A300 Packet Pg. 115 8.2.c MOURA ARCHITECTURE —hitecWre.com o,c0. aiaie� urtE tea s CLEAR CREEK RESIDENCE 2725 C-E RCREEKUNE DIAMOND BAR, CA 917M SECTIONS SECTION C-C1 A301 Packet Pg. 116 8.2.c _ _ — _ — _ _ — _ — _ — _ — _ — _ — _ — _ — _ _ m b _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ — _ w LMNG (E) RETAINING WALL T. _ — IEI RETAINING WALL - =I_______ _ 11=III=III=1 I 1=III=III=III=III=III=1 =III=III=III .t III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III—III=III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=III=III 1 = = =III III III III III III=III-III-III-III-III-III-III-III-III-III-IIIIII-IIIIII-III-III-III-III-IIIIII-IIIIII-III-III-III-III-III-IIIIIIIII-III-III-III-III-III-IIIIII-IIIIII-III-III-III-III-IIIIIIIIIIII-III-III-1 II-III-III-III-III-III-III-III-III=III=III=III-III-III-III-III-III=III=III=III-III-III-III-III-III=III=III=III-III-III-III-III-III-III=III=III=III-III-III-III-III-III=III=III=III-III-III-III-III-III-III _I I I -I I I —I I II I I -I I III I III I I —III —III —III —I I I I -I I I -I I I=I I I -I I I -I I I -I I I=I I I=I I I=I I I=1I I=I _ = —III=III=III=III=III=III=III=III=III=III III=III=III=III=III I —I I I —I I I —I I I=I I=I I I=1I —_—_—_—_ III III I I —I I I—III—III—III—III=1-1-1-1-1 I -I I I=I I I=I I I=I III=III=III=III1 I—III=III=III III=III=III=III=III=III=III=III III III=III=III=III=III III III III III III=III=III=III III III I—III—III—III--I—I—I I —I I—III—III—III----I—I—I II=III=III=III—III—III—III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-1I III III=III=III=III=III=III=III=III=III=III=_ III III III=III=III=III=III III III III I —III —III —III — III=III=III=III—III IIII=III ' —III —III —III —III —III —III -''- I- III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 I-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-III-1 _______________________________..._..._..._..._..._..._..._..._..._.._____________ =III-III=III=III=III=III=III=III=III=1I I I-III-III-III-1 I- SECTION L-B ;�LE, 2 MASTER rvvv � m b (E) RETAINING WALL BEDROOM e Fdm (E) RETAINING WALL \� III, — — — — `— IN) RETAINING WALL SECTION L-A i MOURA ARCHITECTURE archReclure.wm � �Lu CLEAR CREEK RESIDENCE 2728 CLEAR CREEK LONE DIAMOND BAR, CA 91]88 SECTIONS A302 Packet Pg. 117 MOURA ARCHITECTURE archReclure.wm � �Lu CLEAR CREEK RESIDENCE 2728 CLEAR CREEK LONE DIAMOND BAR, CA 91]88 SECTIONS A302 Packet Pg. 117 8.2.c BUILDING ENVELOPE HEIGHT 35' ABOVE FINISHED GRAOE -------------------------------------------------------------------------- 13' SIDE YARD SETBACK LINE LINE OF FINISH GRADE LINE OF GARAGE - SEE A410 & A411 FOR ADDITIONAL ELEVATION INFORMATION BUILDING ENVELOPE HEIGHT 35' ABOVE FINISHED GRAGE SIP FRONT YARD SETBACK LINE I 3B.B FRONTYARD SETBACK I I �:I_CLEAR �UNE I I I zl �I pl I �I 3gj SOUTH ELEVATION -ENVELOPE 5 2 3 0 SIDE YARD SETBACK SIDE YARD SETBACK EAST ELEVATION - ENVELOPE 5 Packet Pg. 118 BUILDING ENVELOPEHEIGHT - - - - - ----------------------------------------------- 3T MOVE FINISHED GRADE --- \-, ------------------------- -------------- N' FRONT YARD SETBACK LINE xi LINE OF FINISH GRADE CLEAR CREEK LANE FR,DNTY`M"DSETBACK SEE A410 & A411 FOR ADDITIONAL ELEVATION INFORMATION NORTH ELEVATION - ENVELOPE BUILDING ENVELOPE HEIGHT 10 SIDE YARD ------------------------------------------------- SETBACK LINE I N MOVE FINISHED GRADE --------------------------------------------------- F 1111DEIARD SETBACK LINE 6 I � m y � m � I I LINE 01 FINISH GRADE SIDE YARD SETBACK SIDEYARD SETBACK WEST ELEVATION - ENVELOPE sre "LE, Packet Pg. 119 8.2.c m m \ IM x[rnixlxG wnu -...... a \ Rl xeinixlxewu� a m a m m m e IxlxnNxlxownu �,xIRF]AxaHRwnu I FEruxxcwnu m of - .... ! ,x).T.Nxc wnu m Ixl raxc J �I CLEAR CREEK LANE s SOUTH ELEVATION 2 ME EEO I I I I I I I IEEO I I ®m FINISH LEGEND ELEVATIONS TYPE A DESCWPIION ARCHITECTURAL Al- 02 GARAGE DOOR, ALUMINUM PANELS, PAINTED COLOR GREY RAL ]016 ALW 01 ALUMINUM FINS, KNOTWOOD, 2'%4', WOOD PRINT FINISH. COLOR WHITE ASH GL 01 WINDOW, STVLINE, PAIN TEDALUMINUM COLOR GREY RAL ]016 8 CLEAR LOW IRON GIASS GL 02 CLEAR TEMPERED GUSS GUARDRAIL, FRAMELESS, LOW IRON, RECESSED SHOE. SSG 02 GUARDRAIL, RAINIER CABLE SYSTEM, STAINLESS STEEL POST AND CABLE. 42" HIGH SSG 03 CUSTOM PICKET FENCE AND GATES, 0.5x3"STEEL PICKETS, PAINTED, 42' HIGH BTL 03 STEEL BEAM, PAINTED COLOR WHITE FAIL9003 WD 01 SOLID WOOD DOOR, WHITE ASH WALLS MOURA ARCHITECTURE architecWre.can ..PiKafq CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LONE DIAMOND BAR, CA 91785 EXTERIOR ELEVATIONS A410 Packet Pg. 120 8.2.c CI NORTH ELEVATION ,� 2 �&I i IF xE�uxlxG weu L 1 1 P4 REialNIxG w.1u L L rcl 'gl FINISH LEGEND —ELEVATIONS TYPEI N I DESCRIPTION ARCHITECTURAL AL ALUMINUM FASCIA, PAINTED COLOR GREY RAE 70" DIE 01WINDOW, STYLINE, PAINTED ALUMINUM COLOR GREY RAE 7016 & CLEAR LOW IRON GLASS SSGGUARDRAIL, dW RAINIER CABLE SYSTEM, STAINLESS STEEL POST AND CABLE. 42' HIGH SSGCUSTOM PICKET FENCE AND GATES, 0.5K3' STEEL PICKETS, PAINTED, 42"HIGH WALLS CON 01 BOARD FORMED CONCRETE, 4' PINE WOOD BOARD FORM, NATURAL CEMENT COLOR (LIGHT GREY) PTL 01 PORCELAIN TILE, CAESER, SHAPES OF ITALY SESTRIERE, STAGGERED 60X60--40X60= 30M6-20X60- MEDIUM GREY, STAGGERED STC 01 STUCCO SMOOTH FINISH IAHABRA SANTA BARBARA STYLE. COLOR CRYSTAL WHITE m m I WEST ELEVATION Eo. 1 Packet Pg. 121 T-7ul 10 N—NO WALL PN-INNG WALL �(N,N axxaNKLL BACK RETAINING WALLS .—tin zil -L- 5.—NT�lj - . ............ (Q-N-L CLEAR CREEK LANE FRONT RETAINING WALLS Ts— 1 2 aEEraxo I LEGEND —ELEVATIONS NONSEE— I EroxxFINISH DESCRIPTION wnxownuaaEwxo ARCHITECTURAL AL 1 02 GARAGE DOOR, ALUMINUMPANELS,PAINTED COLOR GREY RAJ- 7016 -.3-15 07N I BOARD FORMED CONCRETE, 4- PINE WOOD BOARD 0 ININ11-1- ,?R. NATURALCEMENT COLOR (LIGHT GREY) .. F!_ STUCCOSMOOTH STC 02 SMOOTH FINISH I-AHABRA SANTA ----------- LINE-1111IND —N—ND ISTUCCO 1 ELARBARA, S�E, COLOR GREY —T.—FORFNALL. EvE, LINE OF ND ------- N2 oawawAv (NINTAIRI.—NE :N N�NTAFIIIN.—E _R P. ENTRY STAIRS SECTION B o ENTRY STAIRS SECTION A 3116- = T-0- $ 3116, = 1-0 FROM YAW SETBACK Packet Pg. 122 I TYPE % WALLS 8.2.c m PEBBLE ROCK DESCRIPTION: COLOR: INSTALLATION' N Crystal White X-50 (79) Base 100 m STUCCO MANDFACTURER IAHABRA FINISH. SMOOTH SANTA BARBARA STYLE 60m COLOR: CRYSTAL WHITE m DECOMPOSEDGRANITE m CONCRETE FLOOR m BOARD FORMED CONCRETE WALL BLACK MEXICAN BEACH PEBBLES DESCRIPTION: DECOMPOSED GRANITE FINISH: SANDBLAST FINISH: 4' PINE WOOD BOARD FORMED WI 114' JOINTS MIX OFGREY COLOR: WHITE COLOR: NATURAL CEMENT COLOR (LIGHT GREY) COLOR; NATURAL CEMENT COLOR (LIGHT GREY) Z'THK. GREY BED AND I'x4'BLACK METAL EDGING. INSTALLATION: DO WHIT W12'THK 5I8"GRAVEL BED AND I"x4"BLACK METAL EDGING. m PEBBLES DESCRIPTION: MEXICAN BEACH PEBBLES QOLOR: BLACK INSTALLATION: W17 THK.518'GRAVEL BED AND I'x4' BLACK METAL EDGING. ICJ FLOOR PORCELAIN TILE MANUFACTURER'. COEN COLDR: CALCE(LIGHT WARM GREY), INSTALLATION: 48"X48' ■ GUARDRAIL MANUFACTURER'. CRL COLOR: CLEAR LOW IRON TEMPERED GLASS, IN6IATION: RECESSED SHOE, FRAMELESS GLASS )a: F��h t?y4 'I�qR m WALL PORCELAIN TILE MANUFACTURER: CAE ER COLLECTION: SHAPES OF ITALY COLOR: SESTRIERE(MEDIUM GREY), INSTALLATION: STAGGERED 6UXW--40X60cm-WX60-20X60cm Gray White \ 3013L(61) m STUCCO MANUFACTURER. LAHABRA EL HSMOOTH SANTA BARBARA STYLE COLOR: GREY 7-71 EXTERIORDOORS ANDWINDOWS MANUFACTURER: STYLINE FRAME: PAINTED ALUMINUM COLOR GREY RAL7016 Gi AZIhn CLEAR LOW IRON GLASS FIAT STAINLESS STEEL TOP i - I STAINLESS STEEL SQUARE POST AND CABLES CORE DRILL MOUNT CABLE MILING MANUFACTURER RERIFACN RER: RAINIER PRODUCT: POSTANDCABLEGUARDRAIL4Z'HIGH COLOR'. STAINLESS STEEL m WOODIALUMINUM BAFFLES MANUFACTURER: KNOTWOOD PIRM I: 2'X4' ALUMINUM BAFFLES WITH WOOD FINISH COLOR: WHITEASH wo�Dl WOOD ENTRY DOOR MANUFACTURER STYLINE PRODUCT: SOLID WOOD DOOR PIVOT QQLQ& WHITEASH m CABLE RAILING MANUFACTURER: CUSTOM ERQQ&L PICKET FENCE AND GATES 42' HIGH PAINTED STEEL, CS.' STEEL PICKETS COLOR: GREY FAIL 7016 m NN M—I&PAmEDCOLAREYBn 6 oeo.<L�Rw'�NPN,a4PNmm�o<oa�PYYmLm,s MOURRA ARCHITECTURE architacture.com o,c0. P,s,e� urtP t,a CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND BAR, CA 917M MATERIALS BOARD Al000 Packet Pg. 123 8.2.c nEax LowiRINIFF- wuwuecaORDRE1— \ lab= m EILDOO MOOTH NE uHe&aSWit EeASnRAS7.E. Or Om ®ml m � -� E-).-I.. rti'I PINE KOD EOIRD PDRM PIT — DOOR ® GNaGE DOOR, xWMINLM PnN¢S, PRINTED OOLON SRINRNMP— 3b ' m OMMETEFLOMNx CEMEN,DMmEIND —FRIEN mlm ©m om mlm mm mm �m mm MOURA ARCHITECTURE archReclure.mm TEL DERTIFICKNON � �Lu CLEAR CREEK RESIDENCE 2725 CLEAR CREEK LANE DIAMOND MR, CA 91155 MATERIALS BOARD VIEWS A1001 Packet Pg. 1 47 I o m v a � .. r; r� ti • r -_ — rT ti i o 1I \ o ' I _ —_— i Z �n �' I,F--__--_-----__ _ O13�\j ... / _�___- -------------- -- ----- .T$_-- _--.-.._ r-e- _ - P ix - T /�+ O on 1i CLEAR CREEK LANE �a �m\] �o rrrrrrrrrrrrr� a a a a a a a a ' D� —� O ca �c�Oo�rnDcn�.. >.. .. = oo ppD �����co> m>xm mm O o cn X--o= coocDxom (nn c— o G)G);�mw z��o�—i >NZ�mD� (n� m m D> �0 D Z oNC� n D r D Z Mr-Ozmo�mmc0 KID vvv @ say o �(Doee �� - D U 3 ZmrWZM -0Z s��m D ��� z a' =az - o r O�DzQ° -u ZD� mDx oD 0 W < o D . 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PA PA PA ;— .--- --- —RETAINING WALL _ -- - LANDSCAPE SCREEN PA PA DECOMPOSED GRANITE ,P NOTE: ALL HARDSCAPE TO HAVE A SOLAR REFLECTANCE VALUE OF AT LEAST SRI 0.30 AS 7 DETERMINED BY ASTM E1918 OR ASTM C1549 T --------------- I NEW GUARDRAIL < NEW 4" HIGH l WALL I A` I: --__ y —T (N) RETAINING WALL I"4Y V-6"HIGH g r#F 1 (E)3'HIGH "COUNTY FENCE" TO REMAIN IN PLACE 'sM k s4' ��Ar fn .�, PA (E) WATER I -PAPERMEABILITY TABLE __—__ , ,L I O I I A� Y FH 4 _ 4 1 \ � � I ,...,.. PA may. {! ,(y, f i � 1 sn.Fr. sn.Fr. PARCEL DEFINED BY OFFICIAL MUNICIPAL PROPERTY LINE 46,414 BUILDING FOOTPRINT" 3,225 LANDSCAPE AREA 35,998 PERMEABLE AR —PE 2,877 4' DECORATIVE GRAVEL CHANNELS AT DRIVEWAY 151 FRONT YARD GRAVEL PATH PATCHATDRIVEWAY 619 SIDE YARD GRAVEL PATCH AT ANTFCAL TURF PATH 413 SIDE YARD GRAVEL PATCH AT LOUNGE AREA 324 ARTIFICIALTURF 1,330 DECORATNE GRAVEL AT RAISED PLANTERS AT STAIRCASE 40 IMPERMEABLE HARDSCAPE 4,314 RETAINING WALLS 4'HEIGHTAT— — RETAININGWALLS 4 HEIGHT AT SIDEYARD 41 RETAINING— 3'-6- HEIGHTATFRONTYARD 171 EXISTING COUNTY FENCE: 3' HEIGHT 22 MODERN METAL RAIL FENCE WITH SLIDING AND SWING GATE :3 fi HEIGHT AT ARTIFICIAL TURF PATH 31 CONCRETE PULARWITH INTERCO. 4 WALLA HEIGHT, BOARD FORMED 87 RETAN NG WALLSATPS�T NIENSE NCWD NG RA SEO � FRONT YARD DRIVEWAY PADS 1,433 STANCASE 250 STAIRCASE LANDING AT BUILDING ENTRANCE 94 SIDE YARD STEP PADS (4) 303 PAVEMENT AT LOUNGE AREA(NCLUDNG RASED SEAT) 1,416 "REFER TO ARCH T—RAL DRAW — FOR EXACT SQUARE FOOTAGE HARDSCAPE & PERMEABILITY PLAN --- -- NEW EXISTING RETAINING WALLS R\, OR "COUNTY FENCES' TO BE PA ° EXISTING OAK DEMOLISHED °. SPECIMEN TO REMAIN y` (N) 3'-6" HIGH STEEL ss a PICKET FENCE (N) T-6" HIGH BOARD FORMED CONCRETE (gA/ PILLAR WITH INTERCOM csrT3,. u ag SI WALK --- PA ,,, STREET EASEMENT PA PA _- ❑� IO LINE (N)'T-6" HIGH, STEEL STREET PAVEMENT PICKET FENCE i EbGE �.u"NaCebl P�w.e AR weEADn.JLGDENS DE.48 "n EAU CLEAR CREEK LANERU I 8.2.c I V Z w 11B 3 0 JTn-oU Q 11 2 Q Q J w F U g a vi C� ZU�_IU� W tow J G 0 CD Z 2 n ItQ Z Z W OF . O Q J C7 J LL LL LL_ W w m no Im W Z ZLLI co CJ Ww U YV Q LLI Of vw �U O WN w J Q g oN 0 HARDSCAPE& PERMEABILITY PLAN D E 12.24.2024 1\8" - 1'-0.. .NNl 8713-038-018 SHEETRUPREN L-2 HARDSCAPE &PERMEABILITY PLAN ,�. _ �J SCALE: 1/8"-1-4" ' \y'•. 0. 4r r 0 i i i 99& --------------- - �L 0, 9 88 19 � y 0. I, �---- -- ALL EXISTING PLANTS AND------„ - - TREES TO REMAIN TO RETAIN- THE STEEP -HILLSIDE. " ------__ -- " _ . P A O„ — -- ----- - PA PA ., PA,... I� 19s PA v I) ( PA 9 ) I -` a PA PA !'P� - — — PA� — � � � � � � � alanwisgs, speaerationsena aowments pnpane We[nunFuucaxo[rvs - o lens.!«eaalt�ans rolnls «a sect«mrpwlmpletion Mlnls � I 8.2.c I V Z W M 2 J 2 > 0 0 Jcn w00 w 0 J Q 0 2 Q Q J w F 0 a wU o ZU� -i U� W), wJ G Z 2 Z n OfQ Q w U' O Q J m 0 J LL 7 LL Q Q W w m m I� W C.) LLj Z Z Ln CLU Luw U YV Q LU Of (J LLI �U O WN w J Q o N 0 HARDSCAPE& PERMEABILITY PLAN D E 12.24.2024 IZ \8" = 1'-0" 13-038-018 -2 r-%, -- -\- f ----- ---= ----- -- 1/ - o \ EXISTING EXISTING RHUS , °1 �_ . EXISTIBACCHARIS SPP INTEGRIFOLIA Jf/'/' (COYOTE BRUSH (LEMONADE BERRY) ) �.. 1 ... . ....... ... .. .... 7, r I I I, I I I z I c , w EXISTING QUERCUS AGRIFOLIA TO REMAIN (COAST LIVE OAK) - (tree S on tree �U INTEGRIFOLIA (LEMONADE BERRY) I I I _ . 1 rl1FULL PLANTING 00� Eel• •• 1 mm [00©m m 0©m _ 1 L-0 ©© EXISTING QUERCUS C AGRIFOLIA (COAST LIVE OAK) TO REMAIN (tree 1, 2 and 3 on tree report) FRONT YARD PUNTING PLAN ---------------i O vv ±5 {,. EXISTING QUERCUS AGRIFOLIA (COAST LIVE a l OAK) TO REMAIN �! _ (tree 4 on tree report) ipp O �� < +� • ___ O F: 4 0 o O 0 I - i = � 2`^y,� 'K'7`'T'a. .. •1- l. uq .1 m o= a o em B e e NDo A a a D \\ CLEAR CREEK LANE w SIM. BOTANICAL NAME COMMON NAME a QTY SIZE PARKINSONIA X DESERT MUSEUM DESERT MUSEUM PALO VERDE 1 11' BOX GEIIERA PARVIFLORA AUSTRALIAN WILLOW L 3 36" BOX 3UNIPERUS SCOPULORUM 'BLUE ARROW ARROW 3UNIPER L 8 15 GAL OPO M 33 15 GAL, 3UNCUS PATENS ELK BLUE ELK BLUE CALIFORNIAL 35 5GAL. LOMANDRA LONGIFOLIA BRE ZE DWARF MAT RUSH L 3 5GAL. CHONDROPEFALUM TERORUM SMALL CAPE RUSH L 11 5 GAL. AGAVE W EBERI WEBER AGAVE L I 5 GAL, AGAVE BLUE GLOW BLUE GLOW AGAVE L 8 5 GAL. CEANOTHUE GRISEUS VAR. F POINT CEANOTHUS 6 5 GAL HOR ZONTALIS YANKEE PDINr YANKE L CEANOTHUS CONCHA CALIFORNIAN LILAC L 3 5 GAL. 1 j FESTUCA SISKIYOU BLUE SISKIYOU BLUE FESCUE L 63 1 GAL BACCHARIS PILUTARISTWIN PEAKS DWARF COYOTE BUSH L 1— 3Fr SP TIFTUF BERMUDA GRASS M VERDE BOUTELOUA DAC H)ES BUFFALO GRASS L vwG NOTE: BACCHARIS PILULARIS'PIGEON I POINT' IS NOT AN INVASIVE SPECIE EXISTING WASHINGTONIA _ (MEX R (tree 6, 7 and 8 on t FAN PALM) an�i.. ow.DN. i.m,. TO REMAIN mo.N wn I (tree 6, 7 and 8 on tree report) I 8.2.c I V Z W M J��o0 Q w 2 Q Q J w a WOu C0 Z0� W to J G Z 2 Z n Q¢ Q w U' O�°pa 10 (D ILL LL H LL 7 W w m no I� W V LLI Z Z Ln LLI CJ Ww U YV Q LLI Of I 1 w ❑ �U O WL J CV Q Q N ❑ FULL PLANTING B E 12.24.2024 3\32" - 1'-0" 'Z13-038-018 L-2 EXISTING QUERCUS AGRIFOLIA SEE SHEET L-4 SEE SHEET L-4 (COAST LIVE OAK) TO REMAIN Q___________________________T �\ j REQUIRED MIX OF PVNT Q '1 pm. MIbRM IW QUMMy Mmrftp Mmrftp O MMM OMM O 1" �\I PARKINSONW%'DESERTMJSEUM II=BOX 1 • ,.. O _`\. 1 TREES' % \v S /\� Q — "I — 4 / !D% ]5.&i% CS IP�7—JITu,Ijlll e I _11 EXISTIN Ot _ ' QUERCUS _ O, y --'_ AGRIFOLIA mw TO.1Br. (COAST LIVE sKRuss ,.< Q OAK) TO o R REMAIN, • ., • -- "- -- - - - O 1 I O — — — — 0 S I I ORO.RNID,COMnR � c � CtN In 100% 100% 1\\ _ ,aL sr BACCRARB PEUAREi'IWIN PEAKS' B09 $O FT NOTE: BACCHARIS PILULARIS'PIGEON EXISTING WASHINGTONIA POINT' IS NOT AN INVASIVE SPECIE '^M ROBUSTA (MEXICAN FAN PALM) TO REMAIN SIP �fL,xs"1..,'-ax'✓#AX t'�n}�,� a*;-�ye:�K,., a x O O O ro ,j-- y;�-- o� ------------- CLEAR CREEK LANE cp mwimum 1I0 eacxmE xaero v3oF aaoreuL, ucr vreEmium xumn\E rrean rreic. aavucnrrory rea\EBs sowssvEreAt.ttosFoouow wrreEcoirory ory L axorEa 3 s aaoouc�ueEreivPOO so��xsEorxExumnrEPMExoMExli6To FEErrOnoEPrx of srO soF Son. N. NIOLR = xary nxisxFn srucE.PaovioE u °w io Paooucr sPreavaPPucariox',Eruvrta Ec,osws r. simPucirFwcom.FcucwoiaEcncxs ox Pacoucr R—OF THE--- Purvs, waiWnox Pw.s.OarxE q w ErvsFn urvoscaPEcaxTawcrore ForerxE PRwEcr. s w ww.r.FaarxFORr.wm. uouioaPPucnnou=, GnuowacREoaz oz Foxz,3r5 s F. Fouow i �mtMvco Evrvu ' GE= 5 rvc .u_T. se-rn[arvowanre e'V rPt�Erese-nuxc.\x[ereavry ec\x[Pisnris[v[rvwnx •iwsx .creEPnxc ore acorirvccawxo cov[asoaoire[ns[[oirvcesPucanoxswx[re[muLcx is wm,couw, xwxEnnux nwsxeo ke`-5 q xoroareo. s ou SLLw c, EEssrxu.sx orearvic uarere w\xE,aPxxorsa�wmPos,n,nwvE aFacusic rareos FEre,,000 soua NOIs,ExN�a„I or�U seRE\,�ro3ra«E.PAsrexraal�owPOROR w - _ _ i aFFx�ar,xxnFER-Eo�omPo3rrEa�R.R.1RE-M—Eo.P—E-rvracrOxmFrvrerrEarvaar E��_ PEIArxxEExEroxr,xlEwq.IEREmoxEoaP,ERrxENR3rvE.R -RR AL PEarvl.ux� OONTRa�,�xx Pux�Eavax,swn�IEaPPreaxERI.I-1IU o RX6I �wl� SHRUB PLANTING DETAIL TREE PLANTING & STAKING DETAIL :°aee're',� oem a,eEA nFA SCALE: NOT TO SCALE SCALE: NOT TO SCALE acxPSESFEns. w�w.ssaEEos�o�je s�maaloa ep� au °� "� aom 'e,e PPRKINSONW%'DESERT MJSEUM GEUERA PPRMFLORA 20=BOX BOX 1 3 COAST LNE ONc Etletl PmlxbS FE%ICPN FAN PALM Eua Pmhcletl - 5 B PODOCPRPUS HEN(ELII 15 GAL 33 JUNPERUS SCOPI.IORUM'BLLE ARROW' LELCOSPERMJM BUNRBE' 15 GAL SGAL I 15 LOhWJORA LONGIFOLN BREEZE SGAL 33 ClgNDROPETALUTATECTORUM SGAL 11 JIINCLB PATENS ELK BLUE SOAL 35 AGAVE WEBERI SGAL 11 AGAVE BLUE GLOW SGOL E SPNSENERW TRIFASCIATA SGAL 8 BPCCHARB PEUARI$'PIGEON PONI' SGrLL 1I CEANOTHDS GREVEU$ VAR. HORINNIAU4 'YANKEE POIM' 5 GAL B HETEROLELES MBUfIFOLW SGAL 5 CENI0THU5'CONCHA' SGAI B FESTUCA'SISKMOU BLUE' 1Ca+1 � UC VERDE BOVTELOIM OACMODE3 g —SORT CYNODON DACMON 5g350 FT �3 00� ® 0 I 8.2.c I Lu- z 1.0 Z m n �W V CJ rn Ww Q Ww U YV � Q vw o �U O WLo � JN Q Iu IJ FRONT YARD PLANTING APNNI L-3 ------------- - � O I \1 EXISTING RH' S INTEGRIdIA (LEMONADE BER IY) 'L EXISTING QUERCUS AGRIFOLIA (COAST LIVE OAK) TO REMAIN ��1i/QV I I � •.� 1 O 1 1 1 .I�I 11 1 I Ir I O' _EXISTING BACCHARIS SPP (COYOTE BRUSH) ` 'EXISTING RHUS INTEGRIFOLIA (LEMONADE BERRY TREES' Im!p SHRUBS GROUNOCOVEI (COY. -ow YANY x P—) Nme M.1.rLI I Sl:a I Q—Hy p—tw.Ivar<aamwl PARKINSONAXDESERTMJSEUM GEUERA PPRMFLORA wBOX 3S'Box 1 3 COASTLMEOAX wtn PrWe d M1E%ICAN FPN PALMEzs1n Plolecletl - - 5 3 PODOCARPUS HENKELII 15GAL 33 JUNIPERW SCOPULORUMBLUE ARROW LEUCOSPERMJMSUNRISE' 15G4 5GAL B 15 LOMWDRALONGIFOLIASREEZE 5GAL w CHONDROPETALUMTECTORUM 5GAI 11 JUNCUS PATENS' ELK BLUE' 5GAI 35 AGAPE WEBERI 5GM 11 AGAYEELUEGLOW SGOL S SANSENERIATRFASCI— SGAL B BACCHARG PEUARB'PIGEON POINT S GAL 13 CEMIOTHUS GRBEUS VAR. HORRONTN-S ISE POINT SGAL 9 FETEROMELES ARBUTFOLIA SGPL 5 CEANOTHUS'CONCHA SGPL B FESTUCA-SBKIYOUBLUE' 1GAL BS LC VERDE BOUTELOUA DA.CTYLOIDES �0 3030 Sp FT CYNODON DACTYLON 5135p FT PEUARIS—N PEARS' Ilan 1RR15IX1SOFT im I 'ix% ' Om� [e] • o©m EXISTING QUERCUS AGRIFOLIA (COAST LIVE OAK) TO REMAIN SHRUB PLANTING DETAIL TREE PLANTING & STAKING DETAIL TMpsEFo a Ea SCALE: NOT TO SCALE SCALE: NOT TO SCALE ixre®sssssoT. enoasss. vo isrs,cwairv.saw. ce. acxesEsvns. wuxssaeeos mM, je s�amaaoa e, iu NOTE: BACCHARIS PILULARIS'PIGEON POINT' IS NOT AN INVASIVE SPECIE B I 8.2.c I V Z W M o J 0 > o U Q J w 2 Q Q a Zvi C0 ZU?�0 W co H- W J G Z 2Zfn Of Q Q w I^ J v Q of J JQ J LL_ Z) LL H LL W w m no W Q Lu Z Z Ln 0LLI W W Q Lu U UJ YV LLI Q vwCo 0 �U O WN Q UI,- O BACKYARD PLANTING 12,24,2024 1/8" = 1'-0" .NNl 8713-038-018 L-4 PARKINSONIA X'DESERT MUSEUM' BACCHARIS PILULARIS 'TWIN PEAKS' PODOCARPUS HENKELII GEIJERA PARVIFLORA AGAVE WEBERII JUNCUS PATENS BLUE ELK AGROSTIS PALLENS LOMANDRA LONGIFOLIA BREEZE JUNIPER BLUE ARROW FESTUCA SISKIYOU BLUE CHONDROPETALUM TECTORUM SANSEVERIA MOONLIGHT AGAVE BLUE GLOW CEANOTHUS'CONCHA' -nwsuw�nw u-11 —m�se oe rsEn�nru.�o I 8.2.c I 0zw,2 J 2 > 0 0 ..w J0 -i J Q C] 2 Q Q J w F U g a wU o ZU��U� W Co J G z 2 Z Z ItQ Q U' O Q J (D LL J LL UL LL_ Q LU W uJ m no W ci LLI Z Z Ln 0LLI W W Q Lu U YVLij � Q VW 0 �U O WN Q C) N 0 HOUSE PLANT IMAGES 12,24,2024 'Z 13-038-018 L-5 HETEROMELES ARBUTIFOLIA BACCHARIS PILULARIS ON SLOPE CEANOTHUS GRISEUS'VANKEE POINT EXISTING RHUS INTEGRIFOLIA LEUCOSPERMUM 'SUNRISE' I 8.2.c I 0zw,2 J 2 > 0 0 ..W J0 -i J Q C] 2 Q Q J w F U g a wU o ZU��U� Lu Co W J G z 2 Z ItQ Q W U' O Q J C7 LL J LL 7 LL Q Q W w m no �W V Lu Z Z Ln CLLI W Lu Q Lu U UJ YV LLI Q vLu Co o �U O WN Q C) N 0 UPPER SLOPE PLANT IMAGES 8.26,2024 8713-038-018 L-5 70,19, 0. LIGHTING LEGEND I SYMBOL � MANUFACTURER QTY. WATTS DESCRIPTION / MODEL NO. _ I CORONA LIGHTING 12 5 DIRECTIONAL LIGHT CL-514B-AB-L-ED16-5 W-FL CORONA LIGHTING 0 3.5 DIRECTIONAL LIGHT CL-514B-AB-L-ED16-3W-FL - I I O CORONA LIGHTING 11 3.5 WELL LIGHT �i I CL-203-AB-L-ED16-3W-FL 4 CORONA LIGHTING 4 2.5 STEP HT CL-71 BLAB-L-EDT3-2.5W - . a CORONA LIGHTING 7 3.5 DIRECTIONAL5 LIGHT _,° I/ _ i $O'�a B ABCL2ED16-3W-FL i'_ _ _ i [] VISTA PRO LIGHTING g 20 STEP LIGHT •i ° _ I 4246 B �T VISTA PRO OUTDOOR 1 N/A MODEL MULTI -TAP. LANDSCAPE SERIES. qp LIGHTING TRANSFORMERS MT-600-DT-C ASAPPROVED N/A ELECTRICAL WIRING _ II 3 \ AS APPROVED N/A SLEEVING' BLANK POLYETHYLENE TUBING, TWICE THE DIAMETER OF WIRE BUNDLE - CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC. ll d_ "�;�-�_-- � FIHISH:AxTIa,Eaaol�E FIxIs�.,�ITIo�EeAONg I I \O I SLIGHTING PLAN rg LIGHTING PLAN 1/8" = 1._0.. 'Z13-038-018 L-6 WATER EFFICIENT NDSCAPE WORKSHEET ---- �HYDROZONES &WATER BUDGET SCALE: 1116" = V-0" IRRIGATION EFFICIENCY DEFAULT VALUE FOR OVERHEAD 0.75 & DRIP 0.81 PLANT WATER USE TYPE PLANT FA—R VERY LOW 0-0.1 LOW 0.2-0.3 MODERATE 0. 6 HIGH 03 1.0 SIA m 2ot,sQ.FT. WATER DURING INTIAL PLANTING PERIOD: SHRUB AND GROUNDCOVERS SYSTEMS: 30 MINUTES 1X PER DAY FOR FIRST 10 DAYS SPRING WATERING DURING PLANT ESTABLISHMENT TREE. SHRUB AND GROUNDCOVER SYSTEMS: 30 - 35 MINUTES 2X PER WEEK SUMMER WATERING AFTER PLANT ESTABLISHMENT TREE, SHRUB AND GROUNDCOVER SYSTEMS: 45 MINUTES 1X PER WEEK (FOR NATIVE OR DROUGHT TOLERANT PLANTS) FALL WATERING AFTER PLANT ESTABLISHMENT TREE, SHRUB AND GROUNDCOVER SYSTEMS: 35-45 MINUTES 2X PER WEEK (FOR NATIVE OR DROUGHT TOLERANT PLANTS) WINTER WATERING AFTER PLANT ESTABLISHMENT TREE, SHRUB AND GROUNDCOVER SYSTEMS: 40 MINUTES 1X PER WEEK (SUPPLEMENTAL WATER ONLY REQUIRED IN DROUGHT CONDITIONS) NOTE: 1. "WATERING SCHEDULE IS PROVIDED AS A GENERAL GUIDELINE. TIME AND DAYS PER WEEK SHALL BE ADJUSTED WATERING SCHEDULE IS PROVIDED AS A GENERAL GUIDELINE. TIME AND DAYS PER WEEK SHALL BE ADJUSTED BASED ON WEATHER CONDITIONS, PLANT TYPE, SOIL, ETC." 2. "ESTABLISHMENT IS TYPICALLY FIRST 3-6 MONTHS ESTABLISHMENT IS TYPICALLY FIRST 3-6 MONTHS" 3. "1 AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE." HILLSIDE NOTE HILLSIDE TO BE HYDROSEEDED WITH A COMBINATION OF CALIFORNIA NATIVE GRASSES, GROUND COVER AND WILDFLOWERS. THE COMPONENTS OF MOISTURE -RETAINING SUBSTANCES, ADHESIVES AND FERTILIZERS AS REQUIRED IN HYDROSEED FORMULAS ARE TO BE ORGANIC AND MUST INCLUDE MYCORRHIZAE TEMPORARY IRRIGATION TO BE PROVIDED TO SLOPE IN ORDER TO ENSURE ESTABLISHMENT OF NEW PLANT MATERIALS, REFER TO IRRIGATION PLANS. ZONE I ZONE 2 9 UCOIf: UTw COLS: MOD Low — ARfly E6lfi11 AREA: 331G1MA EEl 29.1GER��.R:RTF: ERE, i .RATaElOW: IP. RA a%m a%M rFLOW: 09GPMr [MMnER FZpIF a9GPX OW: 0.9GPXnPEsls FIRE IF 6"WUCOIS Low LowAREA: M 3RIOMLZo11FFIOW: -01 TOTN ZRIFFIOW: 5.% FLOW: 9.RPPZOP. MIE 4%I rPR&IP. MTE 0.%In 0.%MkMMrlfNFbW: 0.9GPM FM �rtRFLOW: 0.9GPX 0.9GPM wrE•�. r W0001G: low low low ror —EFU M TAI—EF w TAlzoxEFlow: ws PgfOP.R lO 0.%I VRFCIP. MIE 0.%M PRFCIP. MIE: 0.%In r Y191xOW: p9GPNr FMMIIFRFIOW: p9GPH FMMIIFRFIOW: Q9GPN PIPF9OE E" PPFLII: r PPF42F: ZONE E ZOxF ZZ ME wumk I Lpw WUc U D Iaz ARFA. xlol ARu s% IOTAlZd1EF10W: ]2D nxEFww: 21A1 TOTAL20XEFlOW: n% FREOP n%IAmrPIP.RATn PREO a%Mm PR %Mm nAPH awr aWrPH DRIP APPLICATION RATE: 0.961NIHR "A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSE SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVES, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED." "UNLESS CONTRADICTED BY A SOILS TEST, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL." "I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED THEM FOR THE EFFICIENT USE OF WATER IN THE LANDSCAPE DESIGN PLAN." "I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMITACOMPLETE LANDSCAPE DOCUMENTATION PACKAGE" "THE PACKAGE COMPLIES WITH THE PERFORMANCE APPROACH OF THE MWELO." WATER TYPE: POTABLE WATER PURVEYOR: WALNUT VALLEY WATER DISTRICT CONTACT INFORMATION: 271 S, Bras Canyon Rd, Walnut, CA 91789 (909)595-7554 STATIC WATER PRESSURE 1. CONTRACTOR SHALL VERIFY EXISTING STATIC WATER PRESSURE ON SITE 2. STATIC PRESSURE: 70 PSI 3. CONTRACTOR SHALL VERIFY SIZE OF EXISTING WATER METER ON SITE THE SITE LANDSCAPE SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PURSUANT TO DIAMOND BAR MUNICIPAL CODE OBMC) SECTION 8.14. «.aaa a AYREA ULOARDEN.1— ENS�a oULi E H.2.0 u; a V Z w 02 m J2>oOo J co YOUo w 0 J N Q U 2 Q Q OS J w F U g (1) w U 0 zU5w,b� LU U F w J Z = Z OfQ Q w J �2O of J _J Q 10 J LL_ Z) LL H LL LU w m LO W Q Lu— z Z LLI CJ W LU Q LU U YV � Q LLI Co U LU �U O WN w J Q N HYDROZONES & WATER BUDGET 1/16" = 1,-0" `FZ13-038-018 SNEEFIRUNIER L-7 HILLSIDE TO BE HYDROSEEDFrD WITH A CGMBINATION OF CALIFORNIA NATIVE GRASSES; GROUND COVER AND,' / WILDFLOWERS. THE COMPONENTS OF MOISTURE -RETAINING SUBSTANCES, ADHESIVES AND FERTILIZERS AS REQUIRED IN HYDR06EED FORMULAS ARE TO BE ORGANIC AND MUST INCLUDE MYCORRH17AE TEMPORARY IRRIGATION TO BE PROVIDED TO SLOPE IN ORDER TO . ENSURE ESTABLISHMENTOF NEW, PLANT MATERIALS REFER TO IRRIGATION PLANS. II 11 J. ¢o w )11, �1 - --- / \. rl-�IRRIGATION PLAN El ROUTE MAINLINE AS NEEDED. ACTUAL LOCATION OF LATERALS, SLEEVE PLACEMENT IS ACCURATE LOCATE VALVES ON SIDE YARDS. (TVP.) EXISTING WATER METER, & MAINE & IS NOT DIAGRAMTICALLV DRAWN LINE TO BE LOCATED ON FIELD. LAYOUT DIAGRMATICALLY SHOWN. QUANTITY YMBOL DESCRIPTION METERS/PUMPS 1 E%ISTING DOMESTIC WATER METER 1 1 INCH IRRIGATION SUB -METER DU 100 BACK FLOW DEVICES 2 FEBCO 860 - 1" CONTROL VALVES 1 MASTER VALVE - RAIN BIRD 100 - PIES 12 RAIN BIRD %CZ-075- PRE (30 psi) 0 RAIN BIRD XCZLF-100-PRF (30 psi) 0 RAIN BIRD 075-ASVF REMOTE CONTROL VALVE IRRIGATION ACCESSORIES 1 ® RAINSIRD ESP-ME3 IRRIGATION CONTROLLER 1 ® WEATHERMATIC WEATHER SENSOR SLW10 1 m 120 VOLT ELECTRICAL POWER (PROVIDED BY ELECTRICIAN) 2 NETAFIM MANUAL LINE -FLUSHING VALVE - #TLSOV 315 (2) RAINBIRD XB-20PC 2GPH EMITTER (4GPH), (2) TS025 STAKE, (2) DBCO25 DIFFUSER BUG CAP PER EMITTER, XQ 1/4" DISTRIBUTION TUBING. 12 N PRESSURE REGULATOR (INCLUDED WITH VALVE) 12 ® DRIP FILTER (INCLUDED WITH VALVE) 3 P.O.C. NIBCO 1" ISOLATION VALVE (BALL VALVE) 0 (2) RAINBIRD 1804-SAM-PRS, W/ A 1401 BUBBLER NOZZLE @ .25 GPM (.SGPM) FLOOD BUBBLERS PER TREE 2 RAINBIRD SPRAY HEAD 5004-MPR-25-Q 2 m RAINBIRD SPRAY HEAD 5004-MPR-25-H 1 (t) RAINBIRD SPRAY HEAD 5004-MPR-25-F MAINLINE PIPE 620 FT. - SCHEDULE 40 PVC PIPE 1" LATERAL PIPE 1,400 FT. SCHEDULE 40 PVC PIPE 3/4" TO 1" PVC SLEEVES 375 Fi. --- 2" CLASS 200 PVC DRIP TUBING 0 SQ. FT. NETAFIM TLCV6-12 3,800 FT. �i RAINBIRD XT-700 DISTRIBUTION TUBING 2,420 FT. '_' XQ 1/4" DISTRIBUTION TUBING TBD NETAFIM MICRO TUBING ADAPTOR - TLMTUBEADP TBD o.w NETAFIM EMITTER PLUG - TLDPLUG ✓ALVE NUMBER NOT G.P.M. I CON PER ZONE TYPE XX XX PIPE VALVE SIZE I VALVE NUMBER XX XX G.P.M. XX XX ZONE TYPE } VALVE SIZE TRACTOR SHALL SIZE ALL LATERAL LINES PIPE SIZING CHART, IN NO INSTANCE SHALL SIZE EXCEED DESIGNATED GPM RANGE. -THE LANDSCAPE FOR THIS PROPERTY MUST BE BUILT TO THE APPROVED LANDSCAPE PLANS WITHIN THIS APPROVED BUILDING PLAN SET. ANY REVISIONS TO APPROVED PLANS WILL REQUIRE RE -SUBMITTAL AND APPROVAL AND MUST STILL COMPLY WITH THE CURRENT WATER -EFFICIENT LANDSCAPE AND IRRIGATION STANDARDS. ANY AREAS OF LANDSCAPE NOT COMPLETED AT TIME OF THE CLOSE OF THE BUILDING CONSTRUCTION PERMIT MUST BE COVERED WITH A MINIMUM 3 INCH (3") LAYER OF MULCH. THIS INCLUDES ALL EXPOSED SOIL SURFACES OF EXISTING PLANTING AREAS EXCEPT IN TURF AREAS, OVER CREEPING OR ROOTING GROUNDCOVERS, OR IN DIRECT SEEDING APPLICATIONS, WHERE MULCH IS NOT APPROPRIATE. FUTURE LANDSCAPE INSTALLATIONS FOR INCOMPLETE LANDSCAPE INSTALLATIONS MUST BE TO THE APPROVED LANDSCAPE PLANS. I HAVE READ AND UNDERSTAND THE TERMS OF THIS STATEMENT." GENERAL IRRIGATION NOTES 1. A DIAGRAM OF THE HVDROZONES PLAN �ID -- --____ SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. ' ----- 2. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS, THE i .'� SIGNER OF THE IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR .-.- THE PROJECT. 3. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL ------ INSPECTION. ' 4.1 WATER SUPPLY IS CITY j SUPPLIED POTABLE WATER FROM THE ----- EXISTING WATER METER LOCATED AT THE T PARKWAY. JI w_ 5. AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE aOWNER OF THE PROPERTY WITH A J _ CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE, SCHEDULE OF LANDSCAPE MAINTENANCE AND SCHEDULE OF IRRIGATION MAINTENANCE, 6.RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 7.PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. ' &CHECK VALVES OR ANTI -DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. - 9.MANUAL SHUT-OFF VALVES SHALL BE REQUIRED, AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY, TO MINIMIZE WATER LOSS IN CASE OF AN EMERGENCY OR ROUTINE REPAIR. PLANT WATER TYPE USE 4OF EMITTERS X GPH/GPM = TOTAL GPH/GPM PER PLANT LOW SHRUBS 2 X 2.0 GPH = 4.0 GPH TREES 2 X 0.25 GPM = 0.5 GPM DRIP SYSTEM NOTES: CONTRACTOR TO PROVIDE THE QUANTITY OF EMITTERS BASED ON THE ACTUAL PLANT COUNT AND THE EMITTER LEGEND SHOWN ABOVE. ANY REFERENCE TO EMITTER QUANTITIES ON THESE PLANS IS FOR DESIGN USE ONLY. VERIFY THE ACTUAL PLANT QUANTITIES AND SIZES FROM THE LANDSCAPE PLANS PRIOR TO BIDDING OR STARTING WORK. DRIP SYSTEM HAS BEEN DESIGNED TO ACCOMMODATE THE UPSIZING OF EMITTERS TO COMPENSATE FOR FUTURE PLANT GROWTH. MAINTENANCE PERSONNEL SHALL UPGRADE EMITTER SIZES AS REQUIRED TO PROVIDE ADEQUATE WATER FOR HEALTHY PLANT GROWTH. DURING FIRST SIX WEEKS AFTER INSTALLATION: 1. CHECK CONTROLLER AND LANDSCAPE EVERY TWO WEEKS TO ENSURE THAT THE AUTOMATIC PROGRAM IS FUNCTIONING WELL, AND THE PLANTS ARE THRIVING. 2. CHECK WATERING HISTORY ON CONTROLLER 3. CHECK THAT ALL DATA IN CONTROLLER ARE CURRENT AND CORRECT. 4. TURN ON ALL ZONES AND WALK THROUGH TO ENSURE PROPER FUNCTION OF ALL COMPONENTS. EVERY SIX MONTHS: 1. FLUSH ALL DRIP ZONES TO REMOVE ANY DEBRIS FROM THE SYSTEM. 2. FLUSH ALL DRIP FILTERS AT THE VALVES EVERY SIX MONTHS. 3. TURN ON EACH ZONE, AND THROUGH TO ENSURE THAT ALL IS FUNCTIONING WELL. MAKE ANY REPAIRS OR ADJUSTMENTS NEEDED. ANNUALLY: 1. PERFORM AN ANNUAL FULL -SYSTEM IRRIGATION CHECK. MAKE ANY NEEDED REPAIR OR ADJUSTMENTS. IRRIGATION DETAIL NOTES DRIP 1. ALL PLANTED AREAS ARE DRIPPED WITH NETAFIM TLCV6-12 GRID. THE EMITTER SPACING IS 12" AND THE ROW SPACING FOR ALL ZONES IS 12" 2. ALL DRIP GRIDS HAVE BEEN POSITIONED TO BE SITUATED ON THE CONTOUR OF THE SLOPE. WHEN INSTALLING RIDS, ENSURE LINES OF THE GRID ARE PARALLEL TO THE SLOPE. 3. ENSURE THAT ALL PLANTS HAVE ONE EMITTER POSITIONED ON THE ROOTBALL. IF AN EMITTER DOES NOT FALL DIRECTLY ON TOP OF A ROOTBALL, USE THE NETAFIM MICRO TUBING ADAPTOR PLUGGED INTO A NEARBY NETAFIM INLINE EMITTER, AND RUN 1/4" DRIP TUBE ONTO ROOTBALL AND STAKE DOWN. 4. THE DRIP ZONES HAVE DASHED LINES DRAWN IN MARKING THE POSITIONS OF ALL THE DRIP TUBING. 5. ALL ZONES HAVE EITHER 1/2"PVC, 3/4" PVC, 1" PVC OR 1/2" BLANK POLYETHYLENE TUBING RUNNING DIRECTLY FROM THE VALVE WHERE THE ZONE BEGINS. THESE INDIVIDUAL SIZES ARE CLEARLY MARKED ON THIS PLAN. BE SURE TO INSTALL THE CORRECT SIZE PIPE OR TUBING, AS THEY ARE DESIGNED TO HANDLE THE MAXIMUM FLOW OF EACH ZONE, 6. ON THE EDGES OF THE DRIP ZONES, START THE EMITTER LINE ROWS NO MORE THAN 4" FROM THE HARDSCAPING EDGE. 7. THE SUPPLY AND EXHAUST HEADERS FOR EACH SUB -GRID CONSIST OF 1/2" BLANK POLYETHYLENE TUBING. 8. DRIP GRIDS AND SUB -GRIDS HAVE A FLUSH POINT AT THE HYDRAULIC OPPOSITE END OF THE SUPPLY HEADER. INSTALL PER INSTALLATION DETAIL. 9. TEMPORARILY PLUG ANY EMITTER THAT WILL NOT BE NEEDED WITH NETAFIM PLUG. THIS PLUG CAN BE EASILY REMOVED LATER, WHEN THE ROOTS HAVE REACHED THAT AREA. VALVES 1. VALVES ARE V OR 1" RAIN BIRD CONTROL ZONE KITS WITH PRE -INSTALLED FILTERS WITH 30 PSI PRESSURE REGULATORS WITH 200 MESH FILTER INSTALLED UPSTREAM. OR ARE RAINBIRD ANTI -SIPHON VALVE W/FLOW CONTROL TO BE INSTALLED 6" TO 12" ABOVE HIGHEST SPRINKLER HEAD WITHIN ITS HVDROZONES. THEY ARE TO BE INSTALLED PER INSTALLATION DETAIL. 2. VALVE MANIFOLDS HAVE AN ISOLATION VALVE DIRECTLY UPSTREAM. PI PES r IS1"auneuu�e ru rvu M CERTIFICATE COMPLETION SHALL BE FILLED OUT ALL THE WAY FROTHE WATER METER, A BY THROUGH THE POINT OF CONNECTION AND AND CERTIFIED BY EITHER THE SIGNER OF THE ONWARD TO EACH VALVE MAINFOLD. LANDSCAPE PLANS, THE SIGNER OF THE IRRIGATION CONNECT TO THE CITY WATER SUPPLY PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR WHERE SHOWN ON PLAN. FOR THE PROJECT." CONTROLLER, WEATHER SENSOR& IRRIGATION SUB -METER "I HAVE COMPLIED WITH THE CRITERIA OF THE 1. THE IRRIGATION CONTROLLER IS A ESP-ME3 ORDINANCE AND APPLIED THEM FOR THE EFFICIENT RAINBIRD CONTROLLER. USE OF WATER IN THE LANDSCAPE DESIGN PLAN" 2. WEATHER WIRELESS SENSOR WR248 RAINBIRD® INSTALLED ABOVE CONTROLLER, "I AGREE TO COMPLY WITH THE REQUIREMENTS OF ON ROOF EAVE, WITH NO OBSTRUCTION FROM THE WATER EFFICIENT LANDSCAPE ORDINANCE AND ABOVE. ENSURE THE WEATHER SENSOR IS IN SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION A SUNNY SPOT, AND THAT NOTHING BLOCKS PACKAGE' RAIN. 3. THERE IS A MASTER VALVE DIRECTLY "THE PACKAGE COMPLIES WITH THE DOWNSTREAM OF THE IRRIGATION PERFORMANCE APPROACH OF THE MWELO" SUB -METER WIRE IT TO CONTROLLER. THE SITE LANDSCAPE SHALL COMPLY WITH THE WATER CONSERVATION LANDSCAPING REQUIREMENT PURSUANT TO DIAMOND BAR MUNICIPAL CODE (DBMCI SECTION 8.14. reebyeEnu d cn bo Lnare _ aoeN nnrea %c mibbhmieaana aneu nabs us.e a, . cmlLa 8 anan cons�i�utea�cpe�nma EaAe oe�9�rna9 werew eee ewaocuma" n 8.2.ci V Z w 10 2 e 0 1 2 >.0. J u) woUo w 0 < C,4 Q w 2 Q J w fqQ W,u � Z0�:_wj W to H w J G Z 2ZU) QQ Q w J O Q D D LL 7 LL w w m OD 'V LLI Q Lu- z Z LLI CJ Ww U YV � Q (J w �U O WL J CV Q g (.: N IRRIGATION PLAN 12,24,2024 1/16" = 1,-0" ­8713-038-018 L-8 0 n � A Q DBE ��ESP-ME3 MODULAR HYBRID CONTROLLER ��WR2 WEATHER MONITOR ON BUILDING EVE SCALE: NOT TO SCALE SCALE: NOT TO SCALE vavE RI`Niu e m — — M OR PoLr NL. R.0 OR PoLY I Fxlw,;r � I r �xLCTux I w�w�rsriFwFx u•Le -I VxLe surt aNe b.�rlm. Tm. I .r ICxNE mxnri I � nFR I uTmuz :- ro c gN�y� fRUI Ewz. m. �INLINE DRIP CENTER FEED SCALE: NOT TO SCALE AUTOMATIC FLUSH VALVE Yz r �1 MPT INLET MODEL TL050MFV-1 � � SCALE: NOT TO SCALE I®�a✓a✓ u�RlaLnm nxlsx uutt �icmx (xm¢/vLcs) INxF: SET 0' BOfM GP.nOE xOx IBRF 2' Np'.E MBH GBmE vHAR-�Li m1T�XCMFI1C�VUVE —E S-m Uw E,,O D Ixmwnx 0.1 A%wm ` Y oRw xax iL„ao r I . OF 2) BEYCNO BN M NL SI63) BALL VALVE SCALE: NOT TO SCALE Dripper Ring NO (Nor e,r e W(rh TeeAMe CV) Model TLOPLUG I[em 37000-006075 FE.M nRE Rex— Fl— DRIPPER PLUG RING SCALE: NOT TO SCALE IG RAINBIRD 3/4 ANTI SIPHON �1 VALVE WITH PRESSURE REGULATOR � � SCALE: NOT TO SCALE n.mr we< fir. ww lnm w ' ag SIOEVIEw . M. .o.x INANE EMITTER 1. u. � O-TUBING uosT.eLeR EMµTME " TM ADAMR MOdeITLMTUBEADP � ourlxTOTxe H.Tre NETAFIM MICRO -TUBING (-,--,ADAPTOR SCALE: NOT TO SCALE a NETAFIM DRIP EMITTER � � SCALE: NOT TO SCALE NETAFIM TECHLINE CV MANUAL FLUSHLINE VALVE SCALE: NOT TO SCALE FLOW SENSOR /WATER METER RAINBIRD MJ100B SCALE: NOT TO SCALE �RAINBIRD DRIP ZONE CONTROL VALVE SCALE: NOT TO SCALE w.,ER:wRoe �wrE xlflEw FaoNxuuE RcwnTOR �kvE "' xw� i �\ IRRIGATION SET UP SCALE: NOT TO SCALE Typical Installation Series Ri0'h' -r 115 - $Nnml Oxldoor lnslallalion Irl2x Immimnm m R.d smamre i e mow . Mla I SUEII IMPORTANT MIUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REOUIRfMfM$ ^ humor or En TiF el umema E metlmjanal^tl exaxnoOtteuaetl^^ � o lech �tl eexn W eFA�UL GxR omse o RmLecl e �BACKFLOW PREVENTERPREVENTER 5M1e1 ^cn.xx.ree`^a�¢aa��ev., srna.. azn �.a^a oraa�^me^ SCALE: NOT TO SCALE 8.2.c oy �� v � Z� I ^I T 1 CO W ngm J <n �o�Uo Q o 2 Q Q J w 6q- -.EW6 ERZ0� W to l W � G Z 2Zfn OfQ Q W J O Q J � � J LL LL H � W w mno �W V LLI Z Z c0 CJ Luw U YV � Q LLI Co w 0 IOO WN w J Q g (: N IRRIGATION DETAILS 12,24,2024 �x8713-038-018 L-9 GENERAL IRRIGATION NOTES "CONTRACTOR SHALL BE LICENSED; IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO READ, UNDERSTAND, AND ADHERE S RESPONSIBILITY TO READ, UNDERSTAND, AND ADHERE TO PROJECT NOTES AND SPECIFICATION, PERTAINING TO ALL PLANS, INCLUDING THE FOLLOWING GENERAL AND SITE SPECIFIC NOTES." 1. "THIS DESIGN IS DIAGRAMMATIC. ALL VALVES, ETC., SHOW WITHIN PAVED AREAS FOR DESIGN CLARIFICATION ONLY, AND SHALL BE INSTALLED IN THE PLANTING AREAS WHERE POSSIBLE, AVOID ANY CONFLICTS BETWEEN THE IRRIGATION SYSTEM AND EXISTING STRUCTURES, UTILITIES AND PLANTING." 2. "ALL MAINLINE PIPING UNDER PAVING SHALL BE INSTALLED IN SEPARATE SLEEVES, MAIN LINE SLEEVE, CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED NUMBER OF WIRES UNDER PAVING, OR SIZE AS INDICATED ON PLANS." 3. "ALL EXTERIOR LOW VOLTAGE WIRE CONNECTIONS SHALL BE FULLY ENCLOSED USING WATERPROOF CONNECTORS." 4. "EXTEND ALL SLEEVES A MINIMUM OF SIX (6) INCHES BEYOND PAVING EDGES." 5. "PROVIDE A MINIMUM OF 18" COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MINIMUM COVER OVERALL COVER OVER ALL PRESSURE MAINLINE PIPE AND 12" MINIMUM COVER OVERALL MINIMUM COVER OVERALL NON -PRESSURE LATERAL LINES." 6. "CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING VALVE WIRING THROUGH SLEEVING WHEN NECESSARY." 7. "ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCHEDULE 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING." 8. "EXERCISE EXTREME CARE WHEN EXCAVATING FOR IRRIGATION SYSTEM DUE TO EXISTING UTILITIES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FAMILIAR WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, STRUCTURES, AND UNDERGROUND UTILITIES. THE CONTRACTOR SHALL COORDINATE HIS WORK WITH AND ALL OTHER TRADES ON SITE." 9. "DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTION, GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED IN THE DESIGN. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF BEAUTIFUL GARDENS LA. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY REVISIONS NECESSARY." 10. "ALL THREADED PIPE CONNECTIONS MADE TO SLIP -JOINT PVC PIPE SHALL BE MADE WITH A PVC THREADED COUPLING. ALL THREADED ADAPTERS AND COUPLINGS ARE TO BE'DURA' DEEP SOCKET TYPE. DURA' DEEP SOCKET TYPE. DEEP SOCKET TYPE." 11. "ALL VALVES SHALL BE LOCATED IN GROUND COVER AREAS WHENEVER POSSIBLE. REMOTE CONTROL VALVES SHALL BE INSTALLED IN BELOW GRADE BOXES. USE BROWN COLORED BOXES UNLESS OTHERWISE SPECIFIED." 12. "THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAKING THE FINAL CONNECTION OF CONTROL WIRES BETWEEN EXISTING WIRES AND NEW CONTROL VALVES." 13. "CONTRACTOR SHALL PROVIDE SEPARATE SLEEVE FOR PRESSURIZED MAINLINE AND LATERALS ROUTED UNDER EXISTING WALKWAYS AS NEEDED." 14. "CONTRACTOR SHALL FOLLOW ALL MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION AND S INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION AND COORDINATION OF THE IRRIGATION SYSTEM TO INSURE A COMPLETE SYSTEM." 15. "COVER ALL DRIP LINES WITH MINIMUM 3" THICK LAYER OF APPROVED BARK MULCH." 16. "PRESSURE REGULATION DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE REGULATION DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES." 17. "MANUAL SHUT-OFF VALVES SHALL BE REQUIRED, AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE MANUAL SHUT-OFF VALVES SHALL BE REQUIRED, AS CLOSE AS POSSIBLE TO THE POINT OF CONNECTION OF THE WATER SUPPLY, TO MINIMIZE WATER LOSS IN CASE OF AN EMERGENCY OR ROUTINE REPAIR." 18. "CHECK VALVES OR ANTI -DRAIN VALVES AREA REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE CHECK VALVES OR ANTI -DRAIN VALVES AREA REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR." 19. "A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES." 20. "AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE OWNER OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, AND AN IRRIGATION SCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE." 21. "AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION." 22. "AN OPEN -TRENCH INSPECTION BY CITY STAFF IS REQUIRED PRIOR TO COVERING BELOW GRADE PIPES, LATERALS, AND MAINS. THE DESIGNER OF THE LANDSCAPE, OR THEIR DESIGNEE, AND GENERAL CONTRACTOR, OR THEIR DESIGNEE, PERFORMING THE INSTALLATION MUST BE PRESENT AT THE OPEN- TRENCH INSPECTION. FOR OPEN -TRENCH INSPECTIONS, CALL THE OFFICE OF SUSTAINABILITY AND THE ENVIRONMENT AT (310) 458-8405." 23. "PRIOR TO FINAL INSPECTION INSTALLER SHALL TEST THE IRRIGATION SYSTEM TO VERIFY THAT IT MEETS THE APPROVED DESIGN AND SPECIFICATIONS." 24. "PRIOR TO FINAL INSPECTION INSTALLER MUST PROGRAM THE IRRIGATION CONTROLLER." 25. "A FINAL INSPECTION BY CITY STAFF IS REQUIRED PRIOR TO CERTIFICATE OF OCCUPANCY TO ENSURE THAT THE SYSTEM WAS BUILT TO APPROVED PLANS AND SPECIFICATIONS. FOR FINAL INSPECTIONS, CALL THE OFFICE OF SUSTAINABILITY AND THE ENVIRONMENT AT (310) 458-8405. THE FOLLOWING ITEMS WILL BE REQUIRED AT FINAL INSPECTION PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: POST -INSTALLATION SOIL TEST RESULTS WHICH MUST CONTAIN THE PERCENTAGE (%) OF ORGANIC MATTER; MAY ALSO INCLUDE BUT IS NOT LIMITED TO SOIL TEXTURE; INFILTRATION RATE OR SOIL TEXTURE INFILTRATION RATE TABLE; PH; TOTAL SOLUBLE SALTS; SODIUM; AND RECOMMENDATIONS DETERMINED BY LABORATORY TEST. EXCEPTION: LANDSCAPES CONTAINED ENTIRELY IN PLANTERS OR CONTAINERS ARE EXEMPT FROM THIS REQUIREMENT. A DETAILED IRRIGATION CONTROLLER MAP MUST BE INSTALLED INSIDE OR NEAR THE IRRIGATION CONTROLLER WITH AT MINIMUM A DESCRIPTION FOR EACH ZONE INCLUDING: PLANT MATERIAL, WATERING DEVICE, VALVE, OR STATION NUMBER, RUN TIME FOR PEAK DEMAND MONTH AND PRECIPITATION RATE. IRRIGATION SCHEDULES INCLUDING ESTABLISHMENT PERIOD START AND END DATES, MUST BE POSTED INSIDE THE IRRIGATION CONTROLLER HOUSING UNIT BY THE INSTALLER." 26. "ELECTRONIC SUBMISSION OF AN AS -BUILT SET OF PLANS TO THE CITY IS REQUIRED IF REQUESTED BY CITY INSPECTOR." 27. "PRIOR TO CONSTRUCTION OF LANDSCAPED AREA OR IRRIGATION, THE CONTRACTOR MUST OBTAIN AND REVIEW A COPY OF THE WATER -EFFICIENT LANDSCAPE AND IRRIGATION STANDARDS." 28. "ALL LANDSCAPING AND IRRIGATION SYSTEMS MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS." 29. "THE IRRIGATION SYSTEM MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS." 30. "THE IRRIGATION DESIGNER OR LANDSCAPE ARCHITECT OR LANDSCAPE DESIGNER SHALL PERFORM ONE OR MORE SITE OBSERVATIONS DURING SYSTEM INSTALLATION TO CHECK FOR ADHERENCE TO THE DESIGN, INCLUDING THAT THE PROPER INSTALLATION OF THE BACKFLOW PREVENTION ASSEMBLY, MAIN LINE, LATERALS, VALVES, SPRINKLER HEADS, DRIP IRRIGATION EQUIPMENT, CONTROL WIRE, CONTROLLERS, AND SENSORS MEETS THE INTENT OF THE IRRIGATION DESIGN PLAN AS DESIGNED AND APPROVED." 31. "AREAS DESIGNATED AS MULCH ON APPROVED LANDSCAPE PLANS, INCLUDING AREAS COVERED BY WOOD CHIPS, GRAVEL, STONE, DECOMPOSED GRANITE, AND AREAS DESIGNATED AS ARTIFICIAL TURF ON APPROVED LANDSCAPE PLANS CANNOT BE REPLACED WITH TURFGRASS OR HIGH WATER USE PLANTS AS DEFINED IN THE CURRENT EDITION OF THE WATER USE CLASSIFICATION OF LANDSCAPE SPECIES (WUCOLS), ONCE MULCH OR ARTIFICIAL TURF HAS BEEN INSTALLED." 32. "TURFGRASS, INCLUDING EXISTING PLANT MATERIAL, IS NOT ALLOWED ON SLOPES GREATER THAN TWENTY-FIVE PERCENT (2S%) WHERE THE TOE OF THE SLOPE IS ADJACENT TO AN IMPERMEABLE HARDSCAPE." 33. "PLANT MATERIAL LISTED IN THE CURRENT INVASIVE PLANT INVENTORY FOR THE SOUTHWEST REGION BY THE CALIFORNIA INVASIVE PLANT COUNCIL OR LISTED FOR THE SOUTH COAST REGION BY THE PLANTRIGHT ORGANIZATION ARE PROHIBITED, INCLUDING EXISTING PLANT MATERIAL, EXCEPT FOR KNOWN NON -FRUITING, NON-INVASIVE, STERILE VARIETIES, CULTIVARS OR SELECTIONS." 34. "AUTOMATIC WEATHER -BASED OR SOIL -MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INSTALLED ON THE IRRIGATION SYSTEM." 35. "A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE SIGNER OF THE LANDSCAPE PLANS OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT" ESTABLISHMENT SCHEDULE trolls � SLmotle�"Bask"This PnseMerontrolkr wiBl exewM :meame�NPmNoro mi�ol=1,m"P *i1hero womrmoeeamPA•..e. Pre mm me New PmN n Pre wPreree TPrreRly wmk mev Pre oenmo a:mnu:nm. Ns ESTABLISHMENT SCHEDULE (FIRST YEAR AFTER PLANTING( ZONES ALL PLANTTYPE MONTH M.- APP�TEION WlTOY PER WEEK /HR OS IN. B 961N/HR 0,68 IN. ALL M­ MARCH 6IN/HR RAIN/HP ALL LOW-WATER MAY 6IN/HR 6IN/Ha 6IN/HR ALL -AUREST. 6IN/Ha ALL LOW-WATER SEPTEMR 6IN/HR All LOW-WATER OROBER . 6IN/HR OBB. IN. 49 ALL LC- NO EMBER BIN/RR ALL -WATER DEC MHR 6IN/HR -IN. PERMANENT SCHEDULE goner.wmen�",(,oee�eou��mlwn°ro:�lre m r�o-.s;ne.wllwe eYo Z mIN, e. APterl ,Nlew.-T &w Pre year,swltM A ly 0S, TR yRYY moee:-1,.1, will ensure t WP tha the eeNc a:MmBhm. PERMANENT SCHEDULE (SECOND YEAR AFTER PLANTING) ZONES PLANTTYPE ALL - MONTH AP 6LIICCAEIO IN NE PMERWEEN /HR O.BIN. .96IN/HR ALL LOW -TER MARCH 6IN/HR .96IN/HR 1A IN. 6IN/HR s IN/HR 6INMR 1.41N. IS All - .6IN/HR 6 6INMR LOW-WATER OCTOBERR . 61N/HR US.. IN 6INMR ALL LOW WATER 61N/HR 0.431N. PERMANENT SCHEDULE LANDSCAPE DATA LANDSCAPE DATA FOR SMARTCONTROULER AMER PLANTS ARE ESTABLISHED 6.9EMR u (NNrvx rxa RATE nvE(E 1 SILTY SAND NONE r UALLY In CONTRO ER ER) reb M eEAunruL T.AaDENB LA are NsoeN nnem %c mlNa bPmieaana aneu nmbe ua.a an . PmILa E .�aaw9.PaaaPe"me� 8.2.c r� C� �eY'30n V Z W Lngm Jo>o0o J U 0 0 0 O Q U x Q Q _3 w F-U � fqQ pUU� zU5��v Wc�w< im z <n Q¢ Q w t7 pa J m C7 L J LL 7 LL_ Q Q W w m no W C.) Lu- z Z CJ W W Q �w U YV � Q Co (J LU �U O WL C-4 Q N 0 cl IRRIGATION NOTES 12,24,2024 "N8713-038-018 L-10 10.1 Project Status Report CITY OF DIAMOND BAR March 25, 2025 COMMUNITY DEVELOPMENT DEPARTMENT PROPERTY LOCATION PLANNING COMMISSION REVIEW File # AP Applicant PC CC PC CC PC CC 03/25/25 04/01/25 04/08/25 04/15/25 04/22/25 05/06/25 1829 Los Cerros Drive DR PL2023-46 DT/MN Raz Grinbaum PH (Addition and remodel to single-family residence 2725 Clear Creek DR PL2022-74 DT/GL Diane Shi PH (New Single -Family Residence) ADMINISTRATIVE REVIEW Property Location AP Applicant PENDING ITEMS Property Location File # AP Applicant Status 2000 Chestnut Creek DR MCUP PL2024-7 DT/RL Claire Lee First incomplete letter sent 2/22/24 — waiting for additional information (New Single -Family Residence) 2001 Derringer Lane TPM 83036 MN Gurbachan S. Juneja Fifth incomplete letter sent 7/30/24 - waiting for additional information 2-lot subdivision PL2021-46 2151 Derringer Lane DR PL2025-17 DT/RL Pete Volbeda First incomplete letter sent 3/14/25 — waiting for additional information (Addition and remodel to single-family residence 334 S. Diamond Bar Blvd CUP PL2024-76 MN Jason Lee for Black Under Review (Banquet) Canvas South Gentle Springs Ln. and GPA, ZC, VTTM, DR GL Tranquil Garden LLC Under Review S. Prospectors Rd. PL2021-23 2234 Indian Creek DR PL2024-82 DT/RL Matthew Ewing Second incomplete letter sent 3/13/25 - waiting for additional information (New single-family residence) 2521 Indian Creek DR & TP PL2024-65 RL Philip K. Chan Second incomplete letter sent 2/20/25 - waiting for additional information New sin le-familyresidence 22909 Lazy Trail Rd. DR, MCUP PL2021-05 DT/MN Walt Patroske Under Review (Addition and remodel to single family residence 23901 Ridge Line (2-lot Subdivision) TPM PL2022-119 DT/MN Pete Volbeda Second incomplete letter sent 12/5/23 — waiting for additional information LEGEND PH = PUBLIC HEARING AP = ASSIGNED PLANNER PC = PLANNING COMMISSION CC = CITY COUNCIL D = DISCUSSION IT Packet Pg. 138 10.1 Project Status Report CITY OF DIAMOND BAR Page March 25, 2025 PENDING ITEMS (continued) Property Location File # AP Applicant Status 2887 Shadow Canyon DR PL2025-9 MN Peter Mattar First incomplete letter sent 3/6/25 - waiting for additional information (New single-family residence) Citywide Objective Design Standards DCA PL2024-51 MN/GL City of Diamond Bar Under Review S69 & Reasonable Accommodations DCA PL2019-43 MN City of Diamond Bar Under Review Ordinance Walnut Valley Unified School District DCA PL2024-40 RL/GL WVUSD First incomplete letter sent 07/01/2024 — waiting for additional Ordinance and Proposed Billboard information Packet Pg. 139